1. Section 302.100 Definitions
        2. Section 302.101 Scope and Applicability
        3. Section 302.102 Allowed Mixing, Mixing Zones and ZIDs
        4. Section 302.103 Stream Flows
        5. Section 302.104 Main River Temperatures
        6. Section 302.105 Antidegradation
      1. SUBPART B: GENERAL USE WATER QUALITY STANDARDS
        1. Section 302.201 Scope and Applicability
        2. Section 302.202 Purpose
        3. Section 302.203 Offensive Conditions
        4. Section 302.204 pH
        5. Section 302.205 Phosphorus
        6. Section 302.206 Dissolved Oxygen
        7. Section 302.207 Radioactivity
        8. Section 302.209 Fecal Coliform
        9. Section 302.210 Other Toxic Substances
        10. Section 302.211 Temperature
        11. Section 302.212 Total Ammonia Nitrogen
      2. SUBPART C: PUBLIC AND FOOD PROCESSING WATER SUPPLY STANDARDS
        1. Section 302.301 Scope and Applicability
        2. Section 302.302 Algicide Permits
        3. Section 302.303 Finished Water Standards
        4. Section 302.304 Chemical Constituents
        5. Section 302.305 Other Contaminants
        6. Section 302.306 Fecal Coliform
      3. SUBPART D: SECONDARY CONTACT AND INDIGENOUS AQUATIC LIFE STANDARDS
        1. Section 302.401 Scope and Applicability
        2. Section 302.402 Purpose
        3. Section 302.403 Unnatural Sludge
        4. Section 302.404 pH
        5. Section 302.405 Dissolved Oxygen
        6. Section 302.406 Fecal Coliform (Repealed)
        7. Section 302.407 Chemical Constituents
        8. Section 302.408 Temperature
        9. Section 302.409 Cyanide
        10. Section 302.410 Substances Toxic to Aquatic Life
        11. Section 302.501 Scope, Applicability, and Definitions
        12. Section 302.502 Dissolved Oxygen
        13. Section 302.503 pH
        14. Section 302.504 Chemical Constituents
        15. Section 302.505 Fecal Coliform
        16. Section 302.506 Temperature
        17. Section 302.507 Thermal Standards for Existing Sources on January 1, 1971
        18. Section 302.508 Thermal Standards for Sources Under Construction But Not In Operation on January 1, 1971
        19. Section 302.509 Other Sources
        20. Section 302.515 Offensive Conditions
        21. Section 302.520 Regulation and Designation of Bioaccumulative Chemicals of Concern (BCCs)
        22. Section 302.521 Supplemental Antidegradation Provisions for BCCs
        23. Section 302.530 Supplemental Mixing Provisions for Bioaccumulative Chemicals of Concern (BCCs)
        24. Section 302.535 Ammonia Nitrogen
        25. Section 302.540  Other Toxic Substances
        26. Section 302.545 Data Requirements
        27. Section 302.550 Analytical Testing
        28. Section 302.553 Determining the Lake Michigan Aquatic Toxicity Criteria or Values - General Procedures
        29. Section 302.555 Determining the Tier I Lake Michigan Acute Aquatic Toxicity Criterion (LMAATC): Independent of Water Chemistry
        30. Section 302.560 Determining the Tier I Lake Michigan Basin Acute Aquatic Life Toxicity Criterion (LMAATC): Dependent on Water Chemistry
        31. Section 302.563 Determining the Tier II Lake Michigan Basin Acute Aquatic Life Toxicity Value (LMAATV)
        32. Section 302.565 Determining the Lake Michigan Basin Chronic Aquatic Life Toxicity Criterion (LMCATC) or the Lake Michigan Basin Chronic Aquatic Life Toxicity Value (LMCATV)
        33. Section 302.570 Procedures for Deriving Bioaccumulation Factors for the Lake Michigan Basin
        34. Section 302.580 Procedures for Deriving Water Quality Criteria and Values in the Lake Michigan Basin to Protect Human Health-General
        35. Section 302.585 Procedures for Determining the Lake Michigan Basin Human Health Threshold Criterion (LMHHTC) and the Lake Michigan Basin Human Health Threshold Value (LMHHTV)
        36. Section 302.590 Procedures for Determining the Lake Michigan Basin Human Health Nonthreshold Criterion (LMHHNC) or the Lake Michigan Basin Human Health Nonthreshold Value (LMHHNV)
        37. Section 302.595  Listing of Bioaccumulative Chemicals of Concern, Derived Criteria and Values
      4. SUBPART F: PROCEDURES FOR DETERMINING WATER QUALITY CRITERIA
        1. Section 302.601 Scope and Applicability
        2. Section 302.603 Definitions
        3. Section 302.604 Mathematical Abbreviations
        4. Section 302.606 Data Requirements
        5. Section 302.612 Determining the Acute Aquatic Toxicity Criterion for an Individual Substance - General Procedures
        6. Section 302.615 Determining the Acute Aquatic Toxicity Criterion - Toxicity Independent of Water Chemistry
        7. Section 302.618  Determining the Acute Aquatic Toxicity Criterion - Toxicity Dependent on Water Chemistry
        8. Section 302.621 Determining the Acute Aquatic Toxicity Criterion - Procedure for Combinations of Substances
        9. Section 302.630 Determining the Chronic Aquatic Toxicity Criterion - Procedure for Combinations of Substances
        10. Section 302.633 The Wild and Domestic Animal Protection Criterion
        11. Section 302.642 The Human Threshold Criterion
        12. Section 302.645 Determining the Acceptable Daily Intake
        13. Section 302.648 Determining the Human Threshold Criterion
        14. Section 302.651 The Human Nonthreshold Criterion
        15. Section 302.654 Determining the Risk Associated Intake
        16. Section 302.657 Determining the Human Nonthreshold Criterion
        17. Section 302.658 Stream Flow for Application of Human Nonthreshold Criterion
        18. Section 302.660 Bioconcentration Factor
        19. Section 302.663 Determination of Bioconcentration Factors
        20. Section 302.666 Utilizing the Bioconcentration Factor
        21. Section 302.669 Listing of Derived Criteria
        22. Section 302.APPENDIX A REFERENCES TO PREVIOUS RULES
        23. Section 302.APPENDIX B Sources of Codified Sections


 

TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE C: WATER POLLUTION

 
CHAPTER I: POLLUTION CONTROL BOARD

PART 302

WATER QUALITY STANDARDS

 

SUBPART A: GENERAL WATER QUALITY PROVISIONS

 
Section

302.100 Definitions

302.101  Scope and Applicability
302.102  Allowed Mixing, Mixing Zones and ZIDs
302.103  Stream Flows
302.104  Main River Temperatures
302.105  Antidegradation
 

SUBPART B: GENERAL USE WATER QUALITY STANDARDS

 
Section
302.201  Scope and Applicability
302.202  Purpose
302.203  Offensive Conditions
302.204  pH
302.205  Phosphorus
302.206  Dissolved Oxygen
302.207  Radioactivity
302.208  Numeric Standards for Chemical Constituents
302.209  Fecal Coliform
302.210  Other Toxic Substances
302.211  Temperature
302.212  Total Ammonia Nitrogen
302.213  Effluent Modified Waters (Ammonia)(Repealed)
 

SUBPART C: PUBLIC AND FOOD PROCESSING WATER SUPPLY STANDARDS

 
Section
302.301  Scope and Applicability
302.302  Algicide Permits
302.303  Finished Water Standards
302.304  Chemical Constituents

302.305 Other Contaminants

Fecal Coliform
302.307  Radium 226 and 228
 

SUBPART D: SECONDARY CONTACT AND INDIGENOUS AQUATIC LIFE STANDARDS

 
Section
302.401  Scope and Applicability
302.402  Purpose
302.403  Unnatural Sludge
302.404  pH
302.405  Dissolved Oxygen
302.406  Fecal Coliform (Repealed)
302.407  Chemical Constituents
302.408  Temperature
302.409  Cyanide
302.410  Substances Toxic to Aquatic Life
 

SUBPART E: LAKE MICHIGAN BASIN WATER QUALITY STANDARDS

 
Section
302.501  Scope, Applicability, and Definitions
302.502  Dissolved Oxygen
302.503  pH
302.504  Chemical Constituents

302.505 Fecal Coliform

302.506  Temperature
302.507  Thermal Standards for Existing Sources on January 1, 1971

302.508 Thermal Standards for Sources Under Construction But Not In Operation on January 1, 1971

302.509  Other Sources
302.510  Incorporations by Reference
302.515  Offensive Conditions
302.520  Regulation and Designation of Bioaccumulative Chemicals of Concern (BCCs)

302.521 Supplemental Antidegradation Provisions for Bioaccumulative Chemicals of Concern (BCCs)

302.525  Radioactivity

302.530 Supplemental Mixing Provisions for Bioaccumulative Chemicals of Concern (BCCs)

302.535  Ammonia Nitrogen
302.540  Other Toxic Substances
302.545  Data Requirements
302.550  Analytical Testing

302.553 Determining the Lake Michigan Aquatic Toxicity Criteria or Values - General Procedures
302.555 Determining the Tier I Lake Michigan Acute Aquatic Toxicity Criterion (LMAATC): Independent of Water Chemistry
302.560 Determining the Tier I Lake Michigan Basin Acute Aquatic Life Toxicity Criterion (LMAATC): Dependent on Water Chemistry
302.563 Determining the Tier II Lake Michigan Basin Acute Aquatic Life Toxicity Value (LMAATV)
302.565 Determining the Lake Michigan Basin Chronic Aquatic Life Toxicity Criterion (LMCATC) or the Lake Michigan Basin Chronic Aquatic Life Toxicity Value (LMCATV)

302.570  Procedures for Deriving Bioaccumulation Factors for the Lake Michigan Basin

302.575 Procedures for Deriving Tier I Water Quality Criteria and Values in the Lake Michigan Basin to Protect Wildlife
302.580 Procedures for Deriving Water Quality Criteria and Values in the Lake Michigan Basin to Protect Human Health – General
302.585 Procedures for Determining the Lake Michigan Basin Human Health Threshold Criterion (LMHHTC) and the Lake Michigan Basin Human Health Threshold Value (LMHHTV)
302.590 Procedures for Determining the Lake Michigan Basin Human Health Nonthreshold Criterion (LMHHNC) or the Lake Michigan Basin Human Health Nonthreshold Value (LMHHNV)

302.595  Listing of Bioaccumulative Chemicals of Concern, Derived Criteria and Values
 

SUBPART F: PROCEDURES FOR DETERMINING WATER QUALITY CRITERIA

 
Section
302.601  Scope and Applicability
302.603  Definitions
302.604  Mathematical Abbreviations
302.606  Data Requirements

302.612 Determining the Acute Aquatic Toxicity Criterion for an Individual Substance – General Procedures
302.615 Determining the Acute Aquatic Toxicity Criterion - Toxicity Independent of Water Chemistry
302.618 Determining the Acute Aquatic Toxicity Criterion - Toxicity Dependent on Water Chemistry
302.621 Determining the Acute Aquatic Toxicity Criterion - Procedure for Combinations of Substances
302.627 Determining the Chronic Aquatic Toxicity Criterion for an Individual Substance - General Procedures
302.630 Determining the Chronic Aquatic Toxicity Criterion - Procedure for Combinations of Substances

302.633  The Wild and Domestic Animal Protection Criterion
302.642  The Human Threshold Criterion
302.645  Determining the Acceptable Daily Intake
302.648  Determining the Human Threshold Criterion
302.651  The Human Nonthreshold Criterion
302.654  Determining the Risk Associated Intake
302.657  Determining the Human Nonthreshold Criterion
302.658  Stream Flow for Application of Human Nonthreshold Criterion
302.660  Bioconcentration Factor
302.663  Determination of Bioconcentration Factor
302.666  Utilizing the Bioconcentration Factor
302.669  Listing of Derived Criteria
 
302.APPENDIX A  References to Previous Rules
302.APPENDIX B  Sources of Codified Sections

302.APPENDIX C
Maximum total ammonia nitrogen concentrations allowable for certain combinations of pH and temperature

302.TABLE A    pH-Dependent Values of the AS (Acute Standard)
302.TABLE B    Temperature and pH-Dependent Values of the CS (Chronic Standard) for
Fish Early Life Stages Absent
302.TABLE C  Temperature and pH-Dependent Values of the CS (Chronic Standard) for
Fish Early Life Stages Present

302.APPENDIX D
Section 302.206(d): Stream Segments for Enhanced Dissolved Oxygen Protection

 
AUTHORITY: Implementing Section 13 and authorized by Sections 11(b) and 27 of the Environmental Protection Act [415 ILCS 5/13, 11(b), and 27]
 
SOURCE: Filed with the Secretary of State January 1, 1978; amended at 2 Ill. Reg. 44, p. 151, effective November 2, 1978; amended at 3 Ill. Reg. 20, p. 95, effective May 17, 1979; amended at 3 Ill. Reg. 25, p. 190, effective June 21, 1979; codified at 6 Ill. Reg. 7818; amended at 6 Ill. Reg. 11161, effective September 7, 1982; amended at 6 Ill. Reg. 13750, effective October 26, 1982; amended at 8 Ill. Reg. 1629, effective January 18, 1984; peremptory amendments at 10 Ill. Reg. 461, effective December 23, 1985; amended at R87-27 at 12 Ill. Reg. 9911, effective May 27, 1988; amended at R85-29 at 12 Ill. Reg. 12082, effective July 11, 1988; amended in R88-1 at 13 Ill. Reg. 5998, effective April 18, 1989; amended in R88-21(A) at 14 Ill. Reg. 2899, effective February 13, 1990; amended in R88-21(B) at 14 Ill. Reg. 11974, effective July 9, 1990; amended in R94-1(A) at 20 Ill. Reg. 7682, effective May 24, 1996; amended in R94-1(B) at 21 Ill. Reg. 370, effective December 23, 1996; expedited correction at 21 Ill. Reg. 6273, effective December 23, 1996; amended in R97-25 at 22 Ill. Reg. 1356, effective December 24, 1997; amended in R99-8 at 23 Ill. Reg. 11249, effective August 26, 1999; amended in R01-13 at 26 Ill. Reg. 3505, effective February 22, 2002; amended in R02-19 at 26 Ill. Reg. 16931, effective November 8, 2002; amended in R02-11 at 27 Ill. Reg. 166, effective December 20, 2002; amended in R04-21 at 30 Ill. Reg. 4919, effective March 1, 2006; amended in R04-25 at 32 Ill. Reg. 2254, effective January 28, 2008; amended in R07-9 at 32 Ill. Reg. 14978, effective September 8, 2008; amended in R11-18 at 36 Ill. Reg. 18871, effective December 12, 2012. ; amended in R11-18(B) at 37 Ill. Reg. 7493 effective May 16, 2013.

  

SUBPART A: GENERAL WATER QUALITY PROVISIONS

 



Section 302.100  Definitions
 
Unless otherwise specified, the definitions of the Environmental Protection Act (Act) [415 ILCS 5] and 35 Ill. Adm. Code 301 apply to this Part. As used in this Part, each of the following definitions has the specified meaning.
 

  "Acute Toxicity" means the capacity of any substance or combination of substances to cause mortality or other adverse effects in an organism resulting from a single or short-term exposure to the substance.
   
  "Adverse Effect" means any gross or overt effect on an organism, including but not limited to reversible histopathological damage, severe convulsions, irreversible functional impairment and lethality, as well as any non-overt effect on an organism resulting in functional impairment or pathological lesions which may affect the performance of the whole organism, or which reduces an organism's ability to respond to an additional challenge.
   
  "Chronic Toxicity" means the capacity of any substance or combination of substances to cause injurious or debilitating effects in an organism which result from exposure for a time period representing a substantial portion of the natural life cycle of that organism, including but not limited to the growth phase, the reproductive phases or such critical portions of the natural life cycle of that organism.
   
  "Criterion" means the numerical concentration of one or more toxic substances derived in accordance with the procedures in Subpart F of this Part which, if not exceeded, would assure compliance with the narrative toxicity standard of Section 302.210 of this Part.
   
“Early Life Stages” of fish means the pre-hatch embryonic period, the post-hatch free embryo or yolk-sac fry, and the larval period, during which the organism feeds. Juvenile fish, which are anatomically similar to adults, are not considered an early life stage.
 
  "Hardness" means a water quality parameter or characteristic consisting of the sum of calcium and magnesium concentrations expressed in terms of equivalent milligrams per liter as calcium carbonate. Hardness is measured in accordance with methods specified in 40 CFR 136, incorporated by reference in 35 Ill. Adm. Code 301.106.
   
  "Mixing Zone" means a portion of the waters of the State identified as a region within which mixing is allowed pursuant to Section 302.102(d) of this Part.
   
  “Thermocline” means the plane of maximum rate of decrease of temperature with respect to depth in a thermally stratified body of water.
   
  "Total Residual Chlorine" or "TRC" means those substances which include combined and uncombined forms of both chlorine and bromine and which are expressed, by convention, as an equivalent concentration of molecular chlorine. TRC is measured in accordance with methods specified in 40 CFR 136, incorporated by reference in 35 Ill. Adm. Code 301.106.
   
  "Toxic Substance" means a chemical substance that causes adverse effects in humans, or in aquatic or terrestrial animal or plant life. Toxic substances include, but are not limited to, those substances listed in 40 CFR 302.4, incorporated by reference in 35 Ill. Adm. Code 301.106, or any "chemical substance" as defined by the Illinois Chemical Safety Act [430 ILCS 45]
   
  "ZID" or "Zone of Initial Dilution" means a portion of a mixing zone, identified pursuant to Section 302.102(e) of this Part, within which acute toxicity standards need not be met.


(Source: Amended at 32 Ill. Reg. 2254, effective January 28, 2008)
 
 



Section 302.101  Scope and Applicability
 
a)  This Part contains schedules of water quality standards which are applicable throughout the State as designated in 35 Ill. Adm. Code 303. Site specific water quality standards are found with the water use designations in 35 Ill. Adm. Code 303.
 
b)  Subpart B contains general use water quality standards which must be met in waters of the State for which there is no specific designation (35 Ill. Adm. Code 303.201).
 
c)  Subpart C contains the public and food processing water supply standards. These are cumulative with Subpart B and must be met by all designated waters at the point at which water is drawn for treatment and distribution as a potable supply or for food processing (35 Ill. Adm. Code 303.202).
 
d)  Subpart D contains the secondary contact and indigenous aquatic life standards. These standards must be met only by certain waters designated in 35 Ill. Adm. Code 303.204 and 303.441.
 
e)  Subpart E contains the Lake Michigan Basin water quality standards. These must be met in the waters of the Lake Michigan Basin as designated in 35 Ill. Adm. Code 303.443.
 
f)  Subpart F contains the procedures for determining each of the criteria designated in Section 302.210.
 
g)  Unless the contrary is clearly indicated, all references to "Parts" or "Sections" are to Ill. Adm. Code, Title 35: Environmental Protection. For example, "Part 309" is 35 Ill. Adm. Code 309, and "Section 309.101" is 35 Ill. Adm. Code 309.101.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 
 



Section 302.102  Allowed Mixing, Mixing Zones and ZIDs
 
a)  Whenever a water quality standard is more restrictive than its corresponding effluent standard, or where there is no corresponding effluent standard specified at 35 Ill. Adm. Code 304, an opportunity shall be allowed for compliance with 35 Ill. Adm. Code 304.105 by mixture of an effluent with its receiving waters, provided the discharger has made every effort to comply with the requirements of 35 Ill. Adm. Code 304.102.
 
b)  The portion, volume and area of any receiving waters within which mixing is allowed pursuant to subsection (a) shall be limited by the following:
 
1)  Mixing must be confined in an area or volume of the receiving water no larger than the area or volume which would result after incorporation of outfall design measures to attain optimal mixing efficiency of effluent and receiving waters. Such measures may include, but are not limited to, use of diffusers and engineered location and configuration of discharge points.
 
2)  Mixing is not allowed in waters which include a tributary stream entrance if such mixing occludes the tributary mouth or otherwise restricts the movement of aquatic life into or out of the tributary.
 
3)  Mixing is not allowed in water adjacent to bathing beaches, bank fishing areas, boat ramps or dockages or any other public access area.
 
4)  Mixing is not allowed in waters containing mussel beds, endangered species habitat, fish spawning areas, areas of important aquatic life habitat, or any other natural features vital to the well being of aquatic life in such a manner that the maintenance of aquatic life in the body of water as a whole would be adversely affected.
 
5)  Mixing is not allowed in waters which contain intake structures of public or food processing water supplies, points of withdrawal of water for irrigation, or watering areas accessed by wild or domestic animals.
 
6)  Mixing must allow for a zone of passage for aquatic life in which water quality standards are met. However, a zone of passage is not required in receiving streams that have zero flow for at least seven consecutive days recurring on average in nine years out of ten.
 
7)  The area and volume in which mixing occurs, alone or in combination with other areas and volumes of mixing, must not intersect any area of any body of water in such a manner that the maintenance of aquatic life in the body of water as a whole would be adversely affected.
 
8)  The area and volume in which mixing occurs, alone or in combination with other areas and volumes of mixing must not contain more than 25% of the cross-sectional area or volume of flow of a stream except for those streams where the dilution ratio is less than 3:1. In streams where the dilution ratio is less than 3:1, the volume in which mixing occurs, alone or in combination with other volumes of mixing, must not contain more than 50 % of the volume flow unless an applicant for an NPDES permit demonstrates, pursuant to subsection (d) of this section, that an adequate zone of passage is provided for pursuant to Section 302.102(b)(6).
 
9)  No mixing is allowed where the water quality standard for the constituent in question is already violated in the receiving water.
 
10)  No body of water may be used totally for mixing of single outfall or combination of outfalls, except as provided in Section 302.102(b)(6).
 
11)  Single sources of effluents which have more than one outfall shall be limited to a total area and volume of mixing no larger than that allowable if a single outfall were used.
 
12)  The area and volume in which mixing occurs must be as small as is practicable under the limitations prescribed in this subsection, and in no circumstances may the mixing encompass a surface area larger than 26 acres.
 
c)  All water quality standards of this Part must be met at every point outside of the area and volume of the receiving water within which mixing is allowed. The acute toxicity standards of Sections 302.208 and 302.210 must be met within the area and volume within which mixing is allowed, except as provided in subsection (e).
 
d)  Pursuant to the procedures of Section 39 of the Act and 35 Ill. Adm. Code 309, a person may apply to the Agency to include as a condition in an NPDES permit formal definition of the area and volume of the waters of the State within which mixing is allowed for the NPDES discharge in question. Such formally defined area and volume of allowed mixing shall constitute a "mixing zone" for the purposes of 35 Ill. Adm. Code: Subtitle C. Upon proof by the applicant that a proposed mixing zone conforms with the requirements of Section 39 of the Act, this section and any additional limitations as may be imposed by the Clean Water Act (CWA) (33 USC 1251 et seq.), the Act or Board regulations, the Agency shall, pursuant to Section 39(b) of the Act, include within the NPDES permit a condition defining the mixing zone.
 
e)  Pursuant to the procedures of Section 39 of the Act and 35 Ill. Adm. Code 309, a person may apply to the Agency to include as a condition in an NPDES permit a ZID as a component portion of a mixing zone. Such ZID shall, at a minimum, be limited to waters within which effluent dispersion is immediate and rapid. For the purposes of this subsection, "immediate" dispersion means an effluent's merging with receiving waters without delay in time after its discharge and within close proximity of the end of the discharge pipe, so as to minimize the length of exposure time of aquatic life to undiluted effluent, and "rapid" dispersion means an effluent's merging with receiving waters so as to minimize the length of exposure time of aquatic life to undiluted effluent. Upon proof by the applicant that a proposed ZID conforms with the requirements of Section 39 of the Act and this Section, the Agency shall, pursuant to Section 39(b) of the Act, include within the NPDES permit a condition defining the ZID.
 
f)  Pursuant to Section 39 of the Act and 35 Ill. Adm. Code 309.103, an applicant for an NPDES permit shall submit data to allow the Agency to determine that the nature of any mixing zone or mixing zone in combination with a ZID conforms with the requirements of Section 39 of the Act and of this Section. A permittee may appeal Agency determinations concerning a mixing zone or ZID pursuant to the procedures of Section 40 of the Act and 35 Ill. Adm. Code 309.181.
 
g)  Where a mixing zone is defined in an NPDES permit, the waters within that mixing zone, for the duration of that NPDES permit, shall constitute the sole waters within which mixing is allowed for the permitted discharge. It shall not be a defense in any action brought pursuant to 35 Ill. Adm. Code 304.105 that the area and volume of waters within which mixing may be allowed pursuant to subsection (b) is less restrictive than the area or volume or waters encompassed in the mixing zone.
 
h)  Where a mixing zone is explicitly denied in a NPDES permit, no waters may be used for mixing by the discharge to which the NPDES permit applies, all other provisions of this Section notwithstanding.
 
i)  Where an NPDES permit is silent on the matter of a mixing zone, or where no NPDES permit is in effect, the burden of proof shall be on the discharger to demonstrate compliance with this Section in any action brought pursuant to 35 Ill. Adm. Code 304.105.
 
(Source: Amended at 32 Ill. Reg. 14978, effective September 8, 2008)
 



Section 302.103  Stream Flows
 
Except as otherwise provided in this Chapter, the water quality standards in this Part shall apply at all times except during periods when flows are less than the average minimum seven day low flow which occurs once in ten years.
 
(Source: Amended at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.104  Main River Temperatures
 
Main river temperatures are temperatures of those portions of a river essentially similar to and following the same thermal regime as the temperatures of the main flow of the river.
 



Section 302.105  Antidegradation
 
The purpose of this Section is to protect existing uses of all waters of the State of Illinois, maintain the quality of waters with quality that is better than water quality standards, and prevent unnecessary deterioration of waters of the State.

a)  Existing Uses
Uses actually attained in a surface water body or water body segment on or after November 28, 1975, whether or not they are included in the water quality standards, must be maintained and protected. Examples of degradation of existing uses of the waters of the State include:
 
1)  an action that would result in the deterioration of the existing aquatic community, such as a shift from a community of predominantly pollutant-sensitive species to pollutant-tolerant species or a loss of species diversity;
 
2)  an action that would result in a loss of a resident or indigenous species whose presence is necessary to sustain commercial or recreational activities; or
 
3)  an action that would preclude continued use of a surface water body or water body segment for a public water supply or for recreational or commercial fishing, swimming, paddling or boating.
 

b)  Outstanding Resource Waters
 
1)  Waters that are designated as Outstanding Resource Waters (ORWs) pursuant to 35 Ill. Adm. Code 303.205 and listed in 35 Ill. Adm. Code 303.206 must not be lowered in quality except as provided below:
 
A)  Activities that result in short-term, temporary (i.e., weeks or months) lowering of water quality in an ORW; or
 
B)  Existing site stormwater discharges that comply with applicable federal and State stormwater management regulations and do not result in a violation of any water quality standards.
 
2)  Any activity in subsection (b)(1)(A) or (b)(1)(B) that requires a National Pollutant Discharge Elimination System (NPDES) or a Clean Water Act (CWA) Section 401 certification must also comply with subsection (c)(2).
 
3)  Any activity listed in subsection (b)(1) or any other proposed increase in pollutant loading to an ORW must also meet the following requirements:
 
A)  All existing uses of the water will be fully protected; and
 
B)  Except for activities falling under one of the exceptions provided in subsection (b)(1)(A) or (B) above:
 
i)  The proposed increase in pollutant loading is necessary for an activity that will improve water quality in the ORW; and
 
ii)  The improvement could not be practicably achieved without the proposed increase in pollutant loading.
 
4)  Any proposed increase in pollutant loading requiring an NPDES permit or a CWA 401 certification for an ORW must be assessed pursuant to subsection (f) to determine compliance with this Section.
 
c)  High Quality Waters
 
1)  Except as otherwise provided in subsection (d) of this Section, waters of the State whose existing quality is better than any of the established standards of this Part must be maintained in their present high quality, unless the lowering of water quality is necessary to accommodate important economic or social development.
 
2)  The Agency must assess any proposed increase in pollutant loading that necessitates a new, renewed or modified NPDES permit or any activity requiring a CWA Section 401 certification to determine compliance with this Section. The assessment to determine compliance with this Section must be made on a case-by-case basis. In making this assessment, the Agency must:
 
A)  Consider the fate and effect of any parameters proposed for an increased pollutant loading.
 
B)  Assure the following:
 
i)  The applicable numeric or narrative water quality standard will not be exceeded as a result of the proposed activity;
 
ii)  All existing uses will be fully protected;
 

iii)  All technically and economically reasonable measures to avoid or minimize the extent of the proposed increase in pollutant loading have been incorporated into the proposed activity; and
 
iv)  The activity that results in an increased pollutant loading will benefit the community at large.
 
C)  Utilize the following information sources, when available:
 
i)  Information, data or reports available to the Agency from its own sources;
 
ii)  Information, data or reports supplied by the applicant;
 
iii)  Agency experience with factually similar permitting scenarios; and
 
iv)  Any other valid information available to the Agency.
 
d)  Activities Not Subject to a Further Antidegradation Assessment
 
The following activities will not be subject to a further antidegradation assessment pursuant to subsection (c) of this Section.
 
1)  Short-term, temporary (i.e., weeks or months) lowering of water quality;
 
2)  Bypasses that are not prohibited at 40 CFR 122.41(m);
 
3)  Response actions pursuant to the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), as amended, corrective actions, pursuant to the Resource Conservation and Recovery Act (RCRA), as amended, or similar federal or State authority, taken to alleviate a release into the environment of hazardous substances, pollutants or contaminants which may pose a danger to public health or welfare;
 
4)  Thermal discharges that have been approved through a CWA Section 316(a) demonstration;
 
5)  New or increased discharges of a non-contact cooling water:
 
 
A)  without additives, except as provided in subsection (d)(5)(B), returned to the same body of water from which it was taken, as defined by 35 Ill. Adm. Code 352.104, provided that the discharge complies with applicable Illinois thermal standards; or
 
B)  containing chlorine when the non-contact cooling water is treated to remove residual chlorine, and returned to the same body of water from which it was taken, as defined in 35 Ill. Adm. Code 352.104, provided that the discharge complies with applicable Illinois thermal and effluent standards at 35 Ill. Adm. Code 302, 303, and 304;
 
6)  Discharges permitted under a current general NPDES permit as provided by 415 ILCS 5/39(b) or a nationwide or regional CWA Section 404 permit are not subject to facility-specific antidegradation review; however, the Agency must assure that individual permits or certifications are required prior to all new pollutant loadings or hydrological modifications that necessitate a new, renewed or modified NPDES permit or CWA Section 401 certification that affects waters of particular biological significance. Waters of particular biological significance may include streams listed in a 1991 publication by the Illinois Department of Conservation entitled “Biologically Significant Illinois Streams”; or


 
7)  Changes to or inclusion of a new permit limitation that does not result in an actual increase of a pollutant loading, such as those stemming from improved monitoring data, new analytical testing methods, new or revised technology or water quality based effluent limits.

 
e)  Lake Michigan Basin
 
Waters in the Lake Michigan basin as identified in 35 Ill. Adm. Code 303.443 are also subject to the requirements applicable to bioaccumulative chemicals of concern found at Section 302.521 of this Part.
 
f)  Antidegradation Assessments
 
In conducting an antidegradation assessment pursuant to this Section, the Agency must comply with the following procedures.
 
1)  A permit application for any proposed increase in pollutant loading that necessitates the issuance of a new, renewed, or modified NPDES permit or a CWA Section 401 certification must include, to the extent necessary for the Agency to determine that the permit application meets the  requirements of this Section, the following information:
 
A)  Identification and characterization of the water body affected by the proposed load increase or proposed activity and the existing water body’s uses. Characterization must address physical, biological and chemical conditions of the water body.
 
B)  Identification and quantification of the proposed load increases for the applicable parameters and of the potential impacts of the proposed activity on the affected waters.
 
C)  The purpose and anticipated benefits of the proposed activity. Such benefits may include:
 
i)  Providing a centralized wastewater collection and treatment system for a previously unsewered community;
 
ii)  Expansion to provide service for anticipated residential or industrial growth consistent with a community’s long range urban planning;
 
iii)  Addition of a new product line or production increase or modification at an industrial facility; or
 
iv)  An increase or the retention of current employment levels at a facility.
 
D)  Assessments of alternatives to proposed increases in pollutant loading or activities subject to Agency certification pursuant to Section 401 of the CWA that result in less of a load increase, no load increase or minimal environmental degradation. Such alternatives may include:
 
i)  Additional treatment levels, including no discharge alternatives;
 
ii)  Discharge of waste to alternate locations, including publicly-owned treatment works and streams with greater assimilative capacity; or
 
iii)  Manufacturing practices that incorporate pollution prevention techniques.
 
 
E)  Any additional information the Agency may request.
 
F)  Proof that a copy of the application has been provided to the Illinois Department of Natural Resources.
 
2)  The Agency must complete an antidegradation assessment in accordance with the provisions of this Section on a case-by-case basis.
 
A)  The Agency must consider the criteria stated in Section 302.105(c)(2).
 
B)  The Agency must consider the information provided by the applicant pursuant to subsection (f)(1).
 
 
C)  After its assessment, the Agency must produce a written analysis addressing the requirements of this Section and provide a decision yielding one of the following results:
 
i)  If the proposed activity meets the requirements of this Section, then the Agency must proceed with public notice of the NPDES permit or CWA Section 401 certification and include the written analysis as a part of the fact sheet accompanying the public notice;
 
ii)  If the proposed activity does not meet the requirements of this Section, then the Agency must provide a written analysis to the applicant and must be available to discuss the deficiencies that led to the disapproval. The Agency may suggest methods to remedy the conflicts with the requirements of this Section;
 
iii)  If the proposed activity does not meet the requirements of this Section, but some lowering of water quality is allowable, then the Agency will contact the applicant with the results of the review. If the reduced loading increase is acceptable to the applicant, upon the receipt of an amended application, the Agency will proceed to public notice; or if the reduced loading increase is not acceptable to the applicant, the Agency will transmit its written review to the applicant in the context of an NPDES permit denial or a CWA Section 401 certification denial.
 
3)  The Agency will conduct public notice and public participation through
 
the public notice procedures found in 35 Ill. Adm. Code 309.109 or CWA Section 401 certifications. The Agency must incorporate the following information into a fact sheet accompanying the public notice:
 
A)  A description of the activity, including identification of water quality parameters for which there will be an increased pollutant loading;
 
B)  Identification of the affected surface water body or water body segment, any downstream surface water body or water body segment also expected to experience a lowering of water quality, characterization of the designated and current uses of the affected surface water body or water body segment and identification of which uses are most sensitive to the proposed load increase;
 
C)  A summary of any review comments and recommendations provided by Illinois Department of Natural Resources, local or regional planning commissions, zoning boards and any other entities the Agency consults regarding the proposal;
 
D)  An overview of alternatives considered by the applicant and identification of any provisions or alternatives imposed to lessen the load increase associated with the proposed activity; and
 
E)  The name and telephone number of a contact person at the Agency who can provide additional information.
 
(Amended at 27 Ill. Reg. 166, effective December 20, 2002)
 
 



SUBPART B: GENERAL USE WATER QUALITY STANDARDS

 



Section 302.201  Scope and Applicability
 
Subpart B contains general use water quality standards which must be met in waters of the State for which there is no specific designation (Section 303.201).
 



Section 302.202  Purpose
 
The General Use standards will protect the State's water for aquatic life (except as provided in Section 302.213), wildlife, agricultural use, secondary contact use and most industrial uses and ensure the aesthetic quality of the State's aquatic environment. Primary contact uses are protected for all General Use waters whose physical configuration permits such use.
 
(Source: Amended at 21 Ill. Reg. 370, effective December 23, 1996)
 



Section 302.203  Offensive Conditions
 
Waters of the State shall be free from sludge or bottom deposits, floating debris, visible oil, odor, plant or algal growth, color or turbidity of other than natural origin. The allowed mixing provisions of Section 302.102 shall not be used to comply with the provisions of this Section.
 
(Source: Amended at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.204  pH
 
pH(STORET number 00400) shall be within the range of 6.5 to 9.0 except for natural causes.
 



Section 302.205  Phosphorus
 
Phosphorus (STORET number 00665): After December 31, 1983, Phosphorus as P shall not exceed 0.05 mg/l in any reservoir or lake with a surface area of 8.1 hectares (20 acres) or more, or in any stream at the point where it enters any such reservoir or lake. For the purposes of this Section, the term "reservoir or lake" shall not include low level pools constructed in free flowing streams or any body of water which is an integral part of an operation which includes the application of sludge on land. Point source discharges which comply with Section 304.123 shall be in compliance with this Section for purposes of application of Section 304.105.
 
(Source: Amended at 3 Ill. Reg., no. 20, page 95, effective May 17, 1979.)
 



Section 302.206  Dissolved Oxygen
 
General use waters must maintain dissolved oxygen concentrations at or above the values contained in subsections (a), (b) and (c) of this Section.
 
a)  General use waters at all locations must maintain sufficient dissolved oxygen concentrations to prevent offensive conditions as required in Section 302.203 of this Part. Quiescent and isolated sectors of General Use waters including but not limited to wetlands, sloughs, backwaters and waters below the thermocline in lakes and reservoirs must be maintained at sufficient dissolved oxygen concentrations to support their natural ecological functions and resident aquatic communities.
 
b)  Except in those waters identified in Appendix D of this Part, the dissolved oxygen concentration in the main body of all streams, in the water above the thermocline of thermally stratified lakes and reservoirs, and in the entire water column of unstratified lakes and reservoirs must not be less than the following:
 
1)  During the period of March through July,
 
A)  5.0 mg/L at any time; and
 
B)  6.0 mg/L as a daily mean averaged over 7 days.
 
2)  During the period of August through February,
 
A)  3.5 mg/L at any time;
 
B)  4.0 mg/L as a daily minimum averaged over 7 days; and
 
C)  5.5 mg/L as a daily mean averaged over 30 days.
 
c)  The dissolved oxygen concentration in all sectors within the main body of all streams identified in Appendix D of this Part must not be less than:
 
1)  During the period of March through July,
 
A)  5.0 mg/L at any time; and
 
B)  6.25 mg/L as a daily mean averaged over 7 days.
 
2)  During the period of August through February,
 
A)  4.0 mg/L at any time;
 
B)  4.5 mg/L as a daily minimum averaged over 7 days; and
 
C)  6.0 mg/L as a daily mean averaged over 30 days.
 
d)  Assessing attainment of dissolved oxygen mean and minimum values.
 
1)  Daily mean is the arithmetic mean of dissolved oxygen concentrations in 24 consecutive hours.
 
2)  Daily minimum is the minimum dissolved oxygen concentration in 24 consecutive hours.
 
3)  The measurements of dissolved oxygen used to determine attainment or lack of attainment with any of the dissolved oxygen standards in this Section must assure daily minima and daily means that represent the true daily minima and daily means.
 
4)  The dissolved oxygen concentrations used to determine a daily mean or daily minimum should not exceed the air-equilibrated concentration.
 
5)  “Daily minimum averaged over 7 days” means the arithmetic mean of daily minimum dissolved oxygen concentrations in 7 consecutive 24-hour periods.
 
6)  “Daily mean averaged over 7 days” means the arithmetic mean of daily mean dissolved oxygen concentrations in 7 consecutive 24-hour periods.
 
7)  “Daily mean averaged over 30 days” means the arithmetic mean of daily mean dissolved oxygen concentrations in 30 consecutive 24-hour periods.
 
(Source: Amended at 32 Ill. Reg. 2254, effective January 28, 2008)
 
 



Section 302.207  Radioactivity
 
a)  Gross beta (STORET number 03501) concentration shall not exceed 100 picocuries per liter (pCi/L).
 
Strontium 90 (STORET number 13501) concentration must not exceed 2 picocuries per liter (pCi/L).
 
c)  The annual average radium 226 and 228 (STORET number 11503) combined concentration must not exceed 3.75 picocuries per liter (pCi/L).
 

(Source: Amended at 30 Ill. Reg. 4919, effective March 1, 2006)

 
 
Section 302.208 Numeric Standards for Chemical Constituents 
 
a)  The acute standard (AS) for the chemical constituents listed in subsection (e) shall not be exceeded at any time except for those waters for which a zone of initial dilution (ZID) has been approved by the Agency pursuant to Section 302.102.
 
b)  The chronic standard (CS) for the chemical constituents listed in subsection (e) shall not be exceeded by the arithmetic average of at least four consecutive samples collected over any period of at least four days, except for those waters in which the Agency has approved a mixing zone or in which mixing is allowed pursuant to Section 302.102. The samples used to demonstrate attainment or lack of attainment with a CS must be collected in a manner that assures an average representative of the sampling period. For the chemical constituents that have water quality based standards dependent upon hardness, the chronic water quality standard will be calculated according to subsection (e) using the hardness of the water body at the time the sample was collected. To calculate attainment status of chronic standards, the concentration of the chemical constituent in each sample is divided by the calculated water quality standard for the sample to determine a quotient. The water quality standard is attained if the mean of the sample quotients is less than or equal to one for the duration of the averaging period.
 
c)  The human health standard (HHS) for the chemical constituents listed in subsection (f) shall not be exceeded when the stream flow is at or above the harmonic mean flow pursuant to Section 302.658 nor shall an annual average, based on at least eight samples, collected in a manner representative of the sampling period, exceed the HHS except for those waters in which the Agency has approved a mixing zone or in which mixing is allowed pursuant to Section 302.102.
 
d)  The standard for the chemical constituents of subsections (g) and (h) shall not be exceeded at any time except for those waters in which the Agency has approved a mixing zone or in which mixing is allowed pursuant to Section 302.102.
 
      
e)  Numeric Water Quality Standards for the Protection of Aquatic Organisms
 

Constituent   AS (µg/L) CS (µg/L)
 
Arsenic (trivalent, dissolved)
 
 
 
 
360 × 1.0* = 360
 
190 × 1.0* = 190
       
Boron (total)   40,100 7,600
       
Cadmium (dissolved)  
*
*
       
    where A = -2.918 and
B = 1.128
where A = -3.490 and
B = 0.7852
       
Chromium (hexavalent, total)   16 11
       
Chromium (trivalent, dissolved)  
 
where A = 3.688 and
B = 0.8190

 
where A = 1.561 and
B = 0.8190
       
Copper (dissolved)  
 
where A = -1.464 and
B = 0.9422

 
where A = -1.465 and
B = 0.8545
       
Cyanide**   22 5.2
       
Fluoride (total)   , but shall not exceed 4.0 mg/L
 
where A = 6.0445 and
B = 0.5394
     
where A = 6.7319 and
B = 0.5394
 
       
Lead (dissolved)   e A+B ln (H) ×
{1.46203 –
[(ln(H))(0.145712)]}*
e A+B ln (H) ×
{1.46203 –
[(ln(H))(0.145712)]}*
       
    where A = -1.301 and
B = 1.273
where A = -2.863 and
B = 1.273
       
Manganese (dissolved)
 
  0.9812*
 
where A = 4.9187
and B = 0.7467
0.9812*
 
where A = 4.0635
and B = 0.7467
 
       
Mercury (dissolved)   2.6 × 0.85* = 2.2 1.3 × 0.85* = 1.1
       
Nickel (dissolved)  
       
    where A = 0.5173 and
B = 0.8460
where A = -2.286 and
B = 0.8460
       
TRC   19 11
       
Zinc (dissolved)  
       
    where A = 0.9035 and
B = 0.8473
where A = -0.4456 and B = 0.8473
       
Benzene   4200 860
Ethylbenzene   150 14
Toluene   2000 600
Xylene(s)   920 360

where:

  µg/L
=
microgram per liter
  ex
=
base of natural logarithms raised to the x-power
  ln(H)
=
natural logarithm of Hardness
  *
=
conversion factor multiplier for dissolved metals
  **
=
standard to be evaluated using either of the following USEPA approved methods, incorporated by reference at 35 Ill. Adm. Code 301.106: Method OIA-1677, DW: Available Cyanide by Flow Injection, Ligand Exchange, and Amperometry, January 2004, Document Number EPA-821-R-04-001 or Cyanide Amenable to Chlorination, Standard Methods 4500-CN-G (40 CFR 136.3)


f)  Numeric Water Quality Standard for the Protection of Human Health
 

Constituent   (µg/L)
Mercury (total)   0.012
Benzene   310

where:

  µg/L = micrograms per liter


g)  Single-value standards apply at the following concentrations for these substances:
 

Constituent Unit  
Standard
Barium (total) mg/L  
5.0
       
Chloride (total) mg/L  
500
       
Iron (dissolved) mg/L
01046
1.0
       
Phenols mg/L  
0.1
Selenium (total) mg/L  
1.0
Silver (total) µg/L  
5.0

where:

  mg/L = milligram per liter and
  µg/L = microgram per liter


h)  Water quality standards for sulfate are as follows:
 
1)  At any point where water is withdrawn or accessed for purposes of livestock watering, the average of sulfate concentrations must not exceed 2,000 mg/L when measured at a representative frequency over a 30 day period.
 
2)  The results of the following equations provide sulfate water quality standards in mg/L for the specified ranges of hardness (in mg/L as CaCO3) and chloride (in mg/L) and must be met at all times:
 
A)  If the hardness concentration of receiving waters is greater than or equal to 100 mg/L but less than or equal to 500 mg/L, and if the chloride concentration of waters is greater than or equal to 25 mg/L but less than or equal to 500 mg/L, then:
 

C = [1276.7 + 5.508 (hardness) - 1.457 (chloride)] * 0.65

 
where:
 
C = sulfate concentration
 
B)  If the hardness concentration of waters is greater than or equal to 100 mg/L but less than or equal to 500 mg/L, and if the chloride concentration of waters is greater than or equal to 5 mg/L but less than 25 mg/L, then:
 

C = [-57.478 + 5.79 (hardness) + 54.163 (chloride)] * 0.65

 
where:
 
C = sulfate concentration
 
3)  The following sulfate standards must be met at all times when hardness (in mg/L as CaCO3) and chloride (in mg/L) concentrations other than specified in (h)(2) are present:
 
A)  If the hardness concentration of waters is less than 100 mg/L or chloride concentration of waters is less than 5 mg/L, the sulfate standard is 500 mg/L.
 
B)  If the hardness concentration of waters is greater than 500 mg/L and the chloride concentration of waters is 5 mg/L or greater, the sulfate standard is 2,000 mg/L.
 
C)  If the combination of hardness and chloride concentrations of existing waters are not reflected in subsection (h)(3)(A) or (B), the sulfate standard may be determined in a site-specific rulemaking pursuant to section 303(c) of the Federal Water Pollution Control Act of 1972 (Clean Water Act), 33 USC 1313, and Federal Regulations at 40 CFR 131.10(j)(2).
 
(Source: Amended at 37 Ill. Reg. 7493 effective May 16, 2013)
 



Section 302.209  Fecal Coliform
 
a)  During the months May through October, based on a minimum of five samples taken over not more than a 30 day period, fecal coliform (STORET number 31616) shall not exceed a geometric mean of 200 per 100 ml, nor shall more than 10% of the samples during any 30 day period exceed 400 per 100 ml in protected waters. Protected waters are defined as waters which, due to natural characteristics, aesthetic value or environmental significance are deserving of protection from pathogenic organisms. Protected waters will meet one or both of the following conditions:
 
1)  presently support or have the physical characteristics to support primary contact;
 
2  flow through or adjacent to parks or residential areas.
 
b)  Waters unsuited to support primary contact uses because of physical, hydrologic or geographic configuration and are located in areas unlikely to be frequented by the public on a routine basis as determined by the Agency at 35 Ill. Adm. Code 309.Subpart A, are exempt from this standard.
 
c)  The Agency shall apply this rule pursuant to 35 Ill. Adm. Code 304.121.
 
(Source: Amended at 12 Ill. Reg. 12082, effective July 11, 1988)
 



Section 302.210  Other Toxic Substances
 
Waters of the State shall be free from any substances or combination of substances in concentrations toxic or harmful to human health, or to animal, plant or aquatic life. Individual chemical substances or parameters for which numeric standards are specified in this Subpart are not subject to this Section.
 
a)  Any substance or combination of substances shall be deemed to be toxic or harmful to aquatic life if present in concentrations that exceed the following:
 
1)  An Acute Aquatic Toxicity Criterion (AATC) validly derived and correctly applied pursuant to procedures set forth in Sections 302.612 through 302.618 or in Section 302.621; or
 
2)  A Chronic Aquatic Toxicity Criterion (CATC) validly derived and correctly applied pursuant to procedures set forth in Sections 302.627 or 302.630.
 
b)  Any substance or combination of substances shall be deemed to be toxic or harmful to wild or domestic animal life if present in concentrations that exceed any Wild and Domestic Animal Protection Criterion (WDAPC) validly derived and correctly applied pursuant to Section 302.633.
 
c)  Any substance or combination of substances shall be deemed to be toxic or harmful to human health if present in concentrations that exceed criteria, validly derived and correctly applied, based on either of the following:
 
1)  Disease or functional impairment due to a physiological mechanism for which there is a threshold dose below which no damage occurs calculated pursuant to Sections 302.642 through 302.648 (Human Threshold Criterion); or
 
2)  Disease or functional impairment due to a physiological mechanism for which any dose may cause some risk of damage calculated pursuant to Sections 302.651 through 302.658 (Human Nonthreshold Criterion).
 
d)  The most stringent criterion of subsections (a), (b), and (c) shall apply at all points outside of any waters within which, mixing is allowed pursuant to Section 302.102. In addition, the AATC derived pursuant to subsection (a)(1) shall apply in all waters except that it shall not apply within a ZID that is prescribed in accordance with Section 302.102.
 
e)  The procedures of Subpart F set forth minimum data requirements, appropriate test protocols and data assessment methods for establishing criteria pursuant to subsections (a), (b), and (c). No other procedures may be used to establish such criteria unless approved by the Board in a rulemaking or adjusted standards proceeding pursuant to Title VII of the Act. The validity and applicability of the Subpart F procedures may not be challenged in any proceeding brought pursuant to Titles VIII or X of the Act, although the validity and correctness of application of the numeric criteria derived pursuant to Subpart F may be challenged in such proceedings pursuant to subsection (f).
 
f) 1)  A permittee may challenge the validity and correctness of application of a criterion derived by the Agency pursuant to this Section only at the time such criterion is first applied in an NPDES permit pursuant to 35 Ill. Adm. Code 309.152 or in an action pursuant to Title VIII of the Act for violation of the toxicity water quality standard. Failure of a person to challenge the validity of a criterion at the time of its first application shall constitute a waiver of such challenge in any subsequent proceeding involving application of the criterion to that person.
 
2)  Consistent with subsection (f)(1), if a criterion is included as, or is used to derive, a condition of an NPDES discharge permit, a permittee may challenge the criterion in a permit appeal pursuant to Section 40 of the Act and 35 Ill. Adm. Code 309.181. In any such action, the Agency shall include in the record all information upon which it has relied in developing and applying the criterion, whether such information was developed by the Agency or submitted by the Petitioner. THE BURDEN OF PROOF SHALL BE ON THE PETITIONER TO DEMONSTRATE THAT THE CRITERION-BASED CONDITION IS NOT NECESSARY TO ACCOMPLISH THE PURPOSES OF SUBSECTION (a) (Section 40(a)(1) of the Act), but there is no presumption in favor of the general validity and correctness of the application of the criterion as reflected in the challenged condition.
 
3)  Consistent with subsection (f)(1), in an action where alleged violation of the toxicity water quality standard is based on alleged excursion of a criterion, the person bringing such action shall have the burdens of going forward with proof and of persuasion regarding the general validity and correctness of application of the criterion.
 
g)  Subsections (a) through (e) do not apply to USEPA registered pesticides approved for aquatic application and applied pursuant to the following conditions:
 
1)  Application shall be made in strict accordance with label directions;
 
2)  Applicator shall be properly certified under the provisions of the Federal Insecticide, Fungicide, and Rodenticide Act (7 U.S.C. 135 et seq. (1972));
 
3)  Applications of aquatic pesticides must be in accordance with the laws, regulations and guidelines of all state and federal agencies authorized by law to regulate, use or supervise pesticide applications, among which is included the Department of Energy and Natural Resources pursuant to Section 3 of "AN ACT in relation to natural resources, research, data collection and environmental studies", Ill. Rev. Stat. 1987 ch. 96 1/2, par. 7403.
 
4)  No aquatic pesticide shall be applied to waters affecting public or food processing water supplies unless a permit to apply the pesticide has been obtained from the Agency. All permits shall be issued so as not to cause a violation of the Act or of any of the Board's rules or regulations. To aid applicators in determining their responsibilities under this subsection, a list of waters affecting public water supplies will be published and maintained by the Agency's Division of Public Water Supplies.
 
(Source: Amended at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.211  Temperature
 
a)  Temperature has STORET number (Fo) 00011 and (Co) 00010.
 
b)  There shall be no abnormal temperature changes that may adversely affect aquatic life unless caused by natural conditions.
 
c)  The normal daily and seasonal temperature fluctuations which existed before the addition of heat due to other than natural causes shall be maintained.
 
d)  The maximum temperature rise above natural temperatures shall not exceed 2.8o C (5o F).
 
e)  In addition, the water temperature at representative locations in the main river shall not exceed the maximum limits in the following table during more than one percent of the hours in the 12-month period ending with any month. Moreover, at no time shall the water temperature at such locations exceed the maximum limits in the following table by more than 1.7o C (3o F).
 

  o C o F   o C o F
           
JAN. 16 60 JUL. 32 90
FEB. 16 60 AUG. 32 90
MAR. 16 60 SEPT. 32 90
APR. 32 90 OCT. 32 90
MAY 32 90 NOV. 32 90
JUNE 32 90 DEC. 16 60


 
f)  The owner or operator of a source of heated effluent which discharges 150 megawatts (0.5 billion British thermal units per hour) or more shall demonstrate in a hearing before this Pollution Control Board (Board) not less than 5 nor more than 6 years after the effective date of these regulations or, in the case of new sources, after the commencement of operation, that discharges from that source have not caused and cannot be reasonably expected to cause significant ecological damage to the receiving waters. If such proof is not made to the satisfaction of the Board appropriate corrective measures shall be ordered to be taken within a reasonable time as determined by the Board.
 
g)  Permits for heated effluent discharges, whether issued by the Board or the Illinois Environmental Protection Agency (Agency), shall be subject to revision in the event that reasonable future development creates a need for reallocation of the assimilative capacity of the receiving stream as defined in the regulation above.
 
h)  The owner or operator of a source of heated effluent shall maintain such records and conduct such studies of the effluents from such sources and of their effects as may be required by the Agency or in any permit granted under the Illinois Environmental Protection Act (Act).
 
i)  Appropriate corrective measures will be required if, upon complaint filed in accordance with Board rules, it is found at any time that any heated effluent causes significant ecological damage to the receiving stream.
 
j)  All effluents to an artificial cooling lake must comply with the applicable provisions of the thermal water quality standards as set forth in this Section and 35 Ill. Adm. Code 303, except when all of the following requirements are met:
 
1)  All discharges from the artificial cooling lake to other waters of the State comply with the applicable provisions of subsections (b) through (e).
 
2)  The heated effluent discharged to the artificial cooling lake complies with all other applicable provisions of this Chapter, except subsections (b) through (e).
 
3)  At an adjudicative hearing the discharger shall satisfactorily demonstrate to the Board that the artificial cooling lake receiving the heated effluent will be environmentally acceptable, and within the intent of the Act, including, but not limited to:
 
A)  provision of conditions capable of supporting shellfish, fish and wildlife, and recreational uses consistent with good management practices, and
 
B)  control of the thermal component of the discharger's effluent by a technologically feasible and economically reasonable method.
 
4)  The required showing in subsection (j)(3) may take the form of an acceptable final environmental impact statement or pertinent provisions of environmental assessments used in the preparation of the final environmental impact statement, or may take the form of showing pursuant to Section 316(a) of the Clean Water Act (CWA) (33 U.S.C. 1251 et seq.), which addresses the requirements of subsection (j)(3).
 
5)  If an adequate showing as provided in subsection (j)(3) is found, the Board shall promulgate specific thermal standards to be applied to the discharge to that artificial cooling Lake.
 
(Source: Amended in R88-1 at 13 Ill. Reg. 5998, effective April 18, 1989)
 
 



Section 302.212  Total Ammonia Nitrogen
 
a)  Total ammonia nitrogen (as N: STORET Number 00610) must in no case exceed 15 mg/L.
 
b)  The total ammonia nitrogen (as N: STORET Number 00610) acute, chronic, and sub-chronic standards are determined by the equations given in subsections (b)(1) and (b)(2) of this Section. Attainment of each standard must be determined by subsections (c) and (d) of this Section in mg/L.
  
1)  The acute standard (AS) is calculated using the following equation:
 
 AS =   0.411   +   58.4
   1 + 107.204-pH    1 + 10pH-7.204  
 
 
2)  The chronic standard (CS) is calculated using the following equations:
 
A)  During the Early Life Stage Present period, as defined in subsection (e) of this Section:
 
i)  When water temperature is less than or equal to 14.51ºC:
 

 
ii)   When water temperature is above 14.51ºC:
 
 
       
 
 Where T = Water Temperature, degrees Celsius
 
B)  During the Early Life Stage Absent period, as defined in subsection (e) of this Section:
 
i)  When water temperature is less than or equal to 7ºC:
 
         
      
 
ii)  When water temperature is greater than 7ºC:
 
 
          Where T = Water Temperature, degrees Celsius
   
 
   3)  The sub-chronic standard is equal to 2.5 times the chronic standard.
 
c)  Attainment of the Total Ammonia Nitrogen Water Quality Standards
 
1)  The acute standard of total ammonia nitrogen (in mg/L) must not be exceeded at any time except in those waters for which the Agency has approved a ZID pursuant to Section 302.102.
 
2)  The 30-day average concentration of total ammonia nitrogen (in mg/L) must not exceed the chronic standard (CS) except in those waters in which mixing is allowed pursuant to Section 302.102 of this Part. Attainment of the chronic standard (CS) is evaluated pursuant to subsection (d) of this Section by averaging at least four samples collected at weekly intervals or at other sampling intervals that statistically represent a 30-day sampling period. The samples must be collected in a manner that assures a representative sampling period.
 
3)  The 4-day average concentration of total ammonia nitrogen (in mg/L) must not exceed the sub-chronic standard except in those waters in which mixing is allowed pursuant to Section 302.102. Attainment of the sub-chronic standard is evaluated pursuant to subsection (d) of this Section by averaging daily sample results collected over a period of four consecutive days within the 30-day averaging period. The samples must be collected in a manner that assures a representative sampling period.
 
d)  The water quality standard for each water body must be calculated based on the temperature and pH of the water body measured at the time of each ammonia sample. The concentration of total ammonia in each sample must be divided by the calculated water quality standard for the sample to determine a quotient. The water quality standard is attained if the mean of the sample quotients is less than or equal to one for the duration of the averaging period.
 
 e)  The Early Life Stage Present period occurs from March through October. In addition, during any other period when early life stages are present, and where the water quality standard does not provide adequate protection for these organisms, the water body must meet the Early Life Stage Present water quality standard. All other periods are subject to the Early Life Stage Absent period.
 
BOARD NOTE: Acute and chronic standard concentrations for total ammonia nitrogen (in mg/L) for different combinations of pH and temperature are shown in Appendix C.
 
(Source: Amended at 26 Ill. Reg. 16931, effective November 8, 2002.)
 
 
Section 302.213  Effluent Modified Waters (Ammonia) (Repealed)
 
 
(Source: Repealed at 26 Ill. Reg. 16931, effective November 8, 2002)
 
 



SUBPART C: PUBLIC AND FOOD PROCESSING WATER SUPPLY STANDARDS

 



Section 302.301  Scope and Applicability
 
Subpart C contains the public and food processing water supply standards. These are cumulative with the general use standards of Subpart B and must be met in all waters designated in Part 303 at any point at which water is withdrawn for treatment and distribution as a potable supply or for food processing. Waters of the State are generally designated for public and food processing use (Section 303.202).
 



Section 302.302  Algicide Permits
 
The water quality standards of Subparts B and C may be exceeded if such occurrence results from the application of an algicide in accordance with the terms of an algicide permit issued by the Agency pursuant to Part 602.
(Note: Prior to codification, Rules 203 and 204(d) of Ch 6: Public Water Supplies.)
 



Section 302.303  Finished Water Standards
 
Water shall be of such quality that with treatment consisting of coagulation, sedimentation, filtration, storage and chlorination, or other equivalent treatment processes, the treated water shall meet in all respects the requirements of Part 611.
(Note: Prior to codification, Table I, Rule 304 of Ch 6: Public Water Supplies)
 
(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 



Section 302.304  Chemical Constituents
 
The following levels of chemical constituents shall not be exceeded:
 
 

   
CONCENTRATION
CONSTITUENT  
(mg/1)
     
Arsenic (total)   0.05
Barium (total)   1.0
Boron (total)   1.0
Cadmium (total)   0.010
Chloride (total)   250
Chromium   0.05
Fluoride (total)   1.4
Iron (dissolved)   0.3
Lead (total)   0.05
Manganese (total)   1.0
Nitrate-Nitrogen   10
Oil (hexane-solubles
or equivalent)
  0.1
     
Organics    
Pesticides    
Chlorinated Hydro-    
carbon Insecticides    
Aldrin   0.001
Chlordane   0.003
DDT   0.05
Dieldrin   0.001
Endrin   0.0002
Heptachlor   0.0001
Heptachlor Expoxide   0.0001
Lindane   0.004
Methoxychlor   0.1
Toxaphene   0.0005
Organophosphate    
Insecticides    
Parathion   0.1
Chlorophenoxy Herbicides    
2,4-Dichlorophenoxy-    
acetic acid (2,4-D)   0.1
2-(2,4,5-Trichloro-    
phenoxy)-propionic    
acid (2,4,5-TP    
or Silvex)   0.01
Phenols   0.001
Selenuim (total)   0.01
Sulphates   250
Total Dissolved Solids   500


(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 



Section 302.305  Other Contaminants
 
Other contaminants which will not be adequately reduced by the treatment processes noted in Section 302.303 shall not be present in concentrations hazardous to human health.
 



Section 302.306  Fecal Coliform
 
Notwithstanding the provisions of Section 302.209, at no time shall the geometric mean, based on a minimum of five samples taken over not more than a 30 day period, of fecal coliform (STORET number 31616) exceed 2000 per 100 ml.
 
(Source: Added at 12 Ill. Reg. 12082, effective July 11, 1988)
 
 
Section 302.307  Radium 226 and 228
 
Radium 226 and 228 (STORET number 11503) combined concentration must not exceed 5 picocuries per liter (pCi/L) at any time.
 
(Source: Added at 30 Ill. Reg. 4919, effective March 1, 2006)
 
 



SUBPART D: SECONDARY CONTACT AND INDIGENOUS AQUATIC LIFE STANDARDS

 



Section 302.401  Scope and Applicability
 
Subpart D contains the secondary contact and indigenous aquatic life standards. These must be met only by certain waters specifically designated in Part 303. The general use and public water supply standards do not apply to waters designated for secondary contact and indigenous aquatic life (Section 303.204).
 



Section 302.402  Purpose
 
Secondary contact and indigenous aquatic life standards are intended for those waters not suited for general use activities but which will be appropriate for all secondary contact uses and which will be capable of supporting an indigenous aquatic life limited only by the physical configuration of the body of water, characteristics and origin of the water and the presence of contaminants in amounts that do not exceed the water quality standards listed in Subpart D.
 
(Source: Amended at 3 Ill. Reg. no. 20, page 95, effective May 17, 1979.)
 



Section 302.403  Unnatural Sludge
 
Waters subject to this subpart shall be free from unnatural sludge or bottom deposits, floating debris, visible oil, odor, unnatural plant or algal growth, or unnatural color or turbidity.
 



Section 302.404  pH
 
pH (STORET number 00400) shall be within the range of 6.0 to 9.0 except for natural causes.
 



Section 302.405  Dissolved Oxygen
 
Dissolved oxygen (STORET number 00300) shall not be less than 4.0 mg/l at any time except that the Calumet-Sag Channel shall not be less than 3.0 mg/1 at any time.
 
(Source: Amended at 12 Ill. Reg. 9911, effective May 27, 1988)
 



Section 302.406  Fecal Coliform (Repealed)
 
(Source: Repealed at 6 Ill. Reg. 13750, effective October 26, 1982)
 



Section 302.407  Chemical Constituents
 
Concentrations of other chemical constituents shall not exceed the following standards:
 

 

CONSTITUENTS

STORET

NUMBER

CONCENTRATION

(mg/L)

Ammonia Un-ionized (as N*) 00612 0.1
Arsenic (total 01002 1.0
Barium (total) 01007 5.0
Cadmium (total) 01027 0.15
Chromium (total hexavalent) 01032 0.3
Chromium (total trivalent) 01033 1.0
Copper (total) 01042 1.0
Cyanide (total) 00720 0.10
Fluoride (total) 00951 15.0
Iron (total) 01045 2.0
Iron (dissolved) 01046 0.5
Lead (total) 01051 0.1
Manganese (total) 01055 1.0
Mercury (total) 71900 0.0005
Nickel (total) 01067 1.0
Oil, fats and grease 00550, 00556

or 00560

15.0**
Phenols 32730 0.3
Selenium (total) 01147 1.0
Silver 01077 1.1
Zinc (total) 01092 1.0
Total Dissolved Solids 70300 1500

 
*For purposes of this section the concentration of un-ionized ammonia shall be computed according to the following equation:
 
U = N where:
[0.94412(1 + 10x) + 0.0559]
 
X = 0.09018 + 2729.92 - pH
(T + 273.16)
 
U = Concentration of un-ionized ammonia as N in mg/L
N = Concentration of ammonia nitrogen as N in mg/L
T = Temperature in degrees Celsius
 
**Oil shall be analytically separated into polar and non-polar components if the total concentration exceeds 15 mg/L. In no case shall either of the components exceed 15 mg/L (i.e., 15 mg/L polar materials and 15 mg/L non-polar materials).
 
(Source: Amended at 20 Ill. Reg. 7682, effective May 24, 1996)
 



Section 302.408  Temperature
 
Temperature (STORET number (o F) 00011 and (o C) 00010) shall not exceed 34o C(93o F) more than 5% of the time, or 37.8o C (100o F) at any time.
 



Section 302.409  Cyanide
 
Cyanide (total) shall not exceed 0.10 mg/l
 
(Source: Added at 2 Ill. Reg. no. 44, page 151, effective November 2, 1978.)
 



Section 302.410  Substances Toxic to Aquatic Life
 
Any substance toxic to aquatic life not listed in Section 302.407 shall not exceed one half of the 96-hour median tolerance limit (96-hour TLm ) for native fish or essential fish food organisms.
 
(Source: Added at 3 Ill. Reg. no. 25, page 190, effective June 21, 1979.)
 
 

SUBPART E: LAKE MICHIGAN BASIN WATER QUALITY STANDARDS

 



Section 302.501  Scope, Applicability, and Definitions
 
a)  Subpart E contains the Lake Michigan Basin water quality standards. These must be met in the waters of the Lake Michigan Basin as designated in 35 Ill. Adm. Code 303.443.

b)  In addition to the definitions provided at 35 Ill. Adm. Code 301.200 through 301.444, and in place of conflicting definitions at Section 302.100, the following terms have the meanings specified for the Lake Michigan Basin:

“Acceptable daily exposure” or “ADE” means an estimate of the maximum daily dose of a substance that is not expected to result in adverse noncancer effects to the general human population, including sensitive subgroups.

“Acceptable endpoints”, for the purpose of wildlife criteria derivation, means acceptable subchronic and chronic endpoints that affect reproductive or developmental success, organismal viability or growth, or any other endpoint that is, or is directly related to, parameters that influence population dynamics.

“Acute to chronic ratio” or “ACR” is the standard measure of the acute toxicity of a material divided by an appropriate measure of the chronic toxicity of the same material under comparable conditions.

“Acute toxicity” means adverse effects that result from an exposure period that is a small portion of the life span of the organism.

“Adverse effect” means any deleterious effect to organisms due to exposure to a substance. This includes effects that are or may become debilitating, harmful or toxic to the normal functions of the organism, but does not include non-harmful effects such as tissue discoloration alone or the induction of enzymes involved in the metabolism of the substance.

“Baseline BAF” for organic chemicals, means a BAF that is based on the concentration of freely dissolved chemical in the ambient water and takes into account the partitioning of the chemical within the organism; for inorganic chemicals, a BAF is based on the wet weight of the tissue.

“Baseline BCF” for organic chemicals, means a BCF that is based on the concentration of freely dissolved chemical in the ambient water and takes into account the partitioning of the chemical within the organism; for inorganic chemicals, a BAF is based on the wet weight of the tissue.

“Bioaccumulative chemical of concern” or “BCC” is any chemical that has the potential to cause adverse effects and that, upon entering the surface waters, by itself or as its toxic transformation product, accumulates in aquatic organisms by a human health bioaccumulation factor greater than 1,000, after considering metabolism and other physiochemical properties that might enhance or inhibit bioaccumulation, in accordance with the methodology in Section 302.570. In addition, the half life of the chemical in the water column, sediment or biota must be greater than eight weeks. BCCs include, but are not limited to, the following substances:

Chlordane
4,4’-DDD; p,p’-DDD; 4,4’-TDE; p,p’-TDE
4,4’-DDE; p,p’-DDE
4,4’-DDT; p,p’-DDT
Dieldrin
Hexachlorobenzene
Hexachlorobutadiene; Hexachloro-1,3-butadiene
Hexachlorocyclohexanes; BHCs
alpha- Hexachlorocyclohexane; alpha-BHC
beta- Hexachlorocyclohexane; beta-BHC
delta- Hexachlorocyclohexane; delta-BHC
Lindane; gamma- Hexachlorocyclohexane; gamma-BHC
Mercury
Mirex
Octachlorostyrene
PCBs; polychlorinated biphenyls
Pentachlorobenzene
Photomirex
2,3,7,8-TCDD; Dioxin
1,2,3,4-Tetrachlorobenzene
1,2,4,5-Tetrachlorobenzene
Toxaphene

“Bioaccumulation” is the net accumulation of a substance by an organism as a result of uptake from all environmental sources.

“Bioaccumulation factor” or “BAF” is the ratio (in L/kg) of a substance's concentration in the tissue of an aquatic organism to its concentration in the ambient water, in situations where both the organism and its food are exposed and the ratio does not change substantially over time.

“Bioconcentration” means the net accumulation of a substance by an aquatic organism as a result of uptake directly from the ambient water through gill membranes or other external body surfaces.

“Bioconcentration Factor” or “BCF” is the ratio (in L/kg) of a substance’s concentration in the tissue of an aquatic organism to its concentration in the ambient water, in situations where the organism is exposed through the water only and the ratio does not change substantially over time.

“Biota-sediment accumulation factor” or “BSAF” means the ratio (in kg of organic carbon/kg of lipid) of a substance’s lipid-normalized concentration in the tissue of an aquatic organism to its organic carbon-normalized concentration in surface sediment, in situations where the ratio does not change substantially over time, both the organism and its food are exposed, and the surface sediment is representative of average surface sediment in the vicinity of the organism.

“Carcinogen” means a substance that causes an increased incidence of benign or malignant neoplasms, or substantially decreases the time to develop neoplasms, in animals or humans. The classification of carcinogens is determined by the procedures in Section II.A of Appendix C to 40 CFR 132 (1996) incorporated by reference in Section 302.510.

“Chronic effect” means an adverse effect that is measured by assessing an acceptable endpoint, and results from continual exposure over several generations, or at least over a significant part of the test species' projected life span or life stage.

“Chronic toxicity” means adverse effects that result from an exposure period that is a large portion of the life span of the organism.

“Dissolved organic carbon” or “DOC” means organic carbon that passes through a 1
m m pore size filter.

“Dissolved metal” means the concentration of a metal that will pass through a 0.45
m m pore size filter.

“Food chain” means the energy stored by plants is passed along through the ecosystem through trophic levels in a series of steps of eating and being eaten, also known as a food web.

“Food chain multiplier” or “FCM” means the ratio of a BAF to an appropriate BCF.

“Linearized multi-stage model” means a mathematical model for cancer risk assessment. This model fits linear dose-response curves to low doses. It is consistent with a no-threshold model of carcinogenesis.

“Lowest observed adverse effect level” or “LOAEL” means the lowest tested dose or concentration of a substance that results in an observed adverse effect in exposed test organisms when all higher doses or concentrations result in the same or more severe effects.

“No observed adverse effect level” or “NOAEL” means the highest tested dose or concentration of a substance that results in no observed adverse effect in exposed test organisms where higher doses or concentrations result in an adverse effect.

“Octanol water partition coefficient” or “Kow” is the ratio of the concentration of a substance in the n-octanol phase to its concentration in the aqueous phase in an equilibrated two-phase octanol water system. For log Kow, the log of the octanol water partition coefficient is a base 10 logarithm.

“Open Waters of Lake Michigan” means all of the waters within Lake Michigan in Illinois jurisdiction lakeward from a line drawn across the mouth of tributaries to Lake Michigan, but not including waters enclosed by constructed breakwaters.

“Particulate organic carbon” or “POC” means organic carbon that is retained by a 1
m m pore size filter.

“Relative source contribution” or “RSC” means the percent of total exposure that can be attributed to surface water through water intake and fish consumption.

“Resident or indigenous species” means species that currently live a substantial portion of their life cycle, or reproduce, in a given body of water, or that are native species whose historical range includes a given body of water.

“Risk associated dose” or “RAD” means a dose of a known or presumed carcinogenic substance in mg/kg/day which, over a lifetime of exposure, is estimated to be associated with a plausible upper bound incremental cancer risk equal to one in 100,000.

“Slope factor” or “q1*” is the incremental rate of cancer development calculated through use of a linearized multistage model or other appropriate model. It is expressed in mg/kg/day of exposure to the chemical in question.

"Standard Methods" means "Standard Methods for the Examination of Water and Wastewater", available from the American Public Health Association.

“Subchronic effect” means an adverse effect, measured by assessing an acceptable endpoint, resulting from continual exposure for a period of time less than that deemed necessary for a chronic test.

“Target species” is a species to be protected by the criterion.

“Target species value” is the criterion value for the target species.

“Test species” is a species that has test data available to derive a criterion.

“Test dose” or “TD” is a LOAEL or NOAEL for the test species.

“Tier I criteria” are numeric values derived by use of the Tier I methodologies that either have been adopted as numeric criteria into a water quality standard or are used to implement narrative water quality criteria.

“Tier II values” are numeric values derived by use of the Tier II methodologies that are used to implement narrative water quality criteria. They are applied as criteria, have the same effect, and subject to the same appeal rights as criteria.

“Trophic level” means a functional classification of taxa within a community that is based on feeding relationships. For example, aquatic green plants and herbivores comprise the first and second trophic levels in a food chain.

“Toxic unit acute” or “TUa” is the reciprocal of the effluent concentration that causes 50 percent of the test organisms to die by the end of the acute exposure period, which is 48 hours for invertebrates and 96 hours for vertebrates.

“Toxic unit chronic” or “TUc” is the reciprocal of the effluent concentration that causes no observable effect on the test organisms by the end of the chronic exposure period, which is at least seven days for Ceriodaphnia, fathead minnow and rainbow trout.

“Uncertainty factor” or “UF” is one of several numeric factors used in deriving criteria from experimental data to account for the quality or quantity of the available data.

"USEPA" means United States Environmental Protection Agency.

 
(Source: Amended at 23 Ill. Reg. _________, effective ______________________.)
 



Section 302.502  Dissolved Oxygen
 
Dissolved oxygen (STORET number 00300) must not be less than 90% of saturation, except due to natural causes, in the Open Waters of Lake Michigan as defined at Section 302.501. The other waters of the Lake Michigan Basin must not be less than 6.0 mg/L during at least 16 hours of any 24 hour period, nor less than 5.0 mg/L at any time.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.503  pH
 
pH (STORET number 00400) must be within the range of 7.0 to 9.0, except for natural causes, in the Open Waters of Lake Michigan as defined at Section 302.501. Other waters of the Basin must be within the range of 6.5 to 9.0, except for natural causes.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.504  Chemical Constituents
 
The following concentrations of chemical constituents must not be exceeded, except as provided in Sections 302.102 and 302.530:
 
a)  The following standards must be met in all waters of the Lake Michigan Basin. Acute aquatic life standards (AS) must not be exceeded at any time except for those waters for which the Agency has approved a zone of initial dilution (ZID) pursuant to Sections 302.102 and 302.530. Chronic aquatic life standards (CS) and human health standards (HHS) must not be exceeded outside of waters in which mixing is allowed pursuant to Sections 302.102 and 302.530 by the arithmetic average of at least four consecutive samples collected over a period of at least four days. The samples used to demonstrate compliance with the CS or HHS must be collected in a manner which assures an average representation of the sampling period.
 

Constituent
 
Unit
AS
CS
HHS
Arsenic (Trivalent, dissolved)  
µg/L
NA
           
Boron (total)  
mg/L
40.1 7.6
NA
           
Cadmium (dissolved)  
µg/L
NA
      (0.041838)]}* (0.041838)]}*  
           
      where
A = -3.6867
and B = 1.128
where A = -2.715 and B = 0.7852  
           
Chromium (Hexavalent, total)  
µg/L
16 11
NA
           
Chromium (Trivalent, dissolved)  
µg/L
NA
      0.316* 0.860*  
      where A = 3.7256 and B = 0.819 where A = 0.6848 and B = 0.819  
           
Copper (dissolved)  
µg/L
NA
      0.960* 0.960*  
           
      where A = -1.700 and B = 0.9422 where A = -1.702 and B = 0.8545  
           
Cyanide**  
µg/L
22 5.2
NA
           
Fluoride (total)  
µg/L

 
where A = 6.7319 and B = 0.5394
, but shall not exceed 4.0 mg/L
NA
           
         
where A = 6.0445 and B = 0.5394
 
           
Lead (dissolved)  
µg/L
NA
      (0.145712)]}* (0.145712)]}*  
           
      where A = -1.055 and B =1.273 where A = -4.003 and B = 1.273  
           
Manganese (dissolved)  
µg/L
NA
           
      where A = 4.9187 and B = 0.7467 where A = 4.0635 and B = 0.7467  
           
Nickel (dissolved)  
µg/L
NA
      0.998* 0.997*  
           
      where A = 2.255 and B = 0.846 where A = 0.0584 and B = 0.846  
           
Selenium (dissolved)  
µg/L
NA 5.0
NA
           
TRC  
µg/L
19 11
NA
           
Zinc (dissolved)  
µg/L
NA
      0.978* 0.986*  
           
      where A = 0.884 and B = 0.8473 where A = 0.884 and B = 0.8473  
           
Benzene  
µg/L
3900 800
310
           
Chlorobenzene  
mg/L
NA NA
3.2
           
2.4-Dimethylphenol  
mg/L
NA NA
8.7
           
2,4-Dinitrophenol  
mg/L
NA NA
2.8
           
Endrin  
µg/L
0.086 0.036
NA
           
Ethylbenzene  
µg/L
150 14
NA
           
Hexachloroethane  
µg/L
NA NA
6.7
           
Methylene chloride  
mg/L
NA NA
2.6
           
Parathion  
µg/L
0.065 0.013
NA
           
Pentachlorophenol  
µg/L
 
NA
           
      where A = -4.869 and B = 1.005 where A = -5.134 and B = 1.005  
           
Toluene  
µg/L
2000 610
51.0
           
Trichloroethylene  
µg/L
NA NA
370
           
Xylene(s)  
µg/L
1200 490
NA

where:

  NA = Not Applied
  exp[x] = base of natural logarithms raised to the x-power
  ln(H) = natural logarithm of Hardness
  *
 
= conversion factor multiplier for dissolved metals
  ** = standard to be evaluated using either of the following USEPA approved methods, incorporated by reference at 35 Ill. Adm. Code 302.510: Method OIA-1677, DW: Available Cyanide by Flow Injection, Ligand Exchange, and Amperometry, January 2004, Document Number EPA-821-R-04-001 or Cyanide Amenable to Chlorination, Standard Methods 4500-CN-G (40 CFR 136.3).


b)  The following water quality standards must not be exceeded at any time in any waters of the Lake Michigan Basin, unless a different standard is specified under subsection (c) of this Section.
 

Constituent
 
Unit
Water Quality Standard
Barium (total)
01007
mg/L
5.0
       
Chloride (total)  
mg/L
500
       
Iron (dissolved)  
mg/L
1.0
       
Phenols  
mg/L
0.1
Sulfate  
mg/L
500
Total Dissolved Solids  
mg/L
1000


c)  In addition to the standards specified in subsections (a) and (b) of this Section, the following standards must not be exceeded at any time in the Open Waters of Lake Michigan as defined in Section 302.501.
 

Constituent
 
Unit
Water Quality Standard
Arsenic (total)  
µg/L
50.0
Boron (total)  
mg/L
1.0
Barium (total)  
mg/L
1.0
Chloride (total)  
mg/L
12.0
Fluoride (total)  
mg/L
1.4
Iron (dissolved)  
mg/L
0.30
Lead (total)  
µg/L
50.0
Manganese (total)  
mg/L
0.15
Nitrate-Nitrogen  
mg/L
10.0
Phosphorus  
µg/L
7.0
Selenium (total)  
µg/L
10.0
Sulfate  
mg/L
24.0
Total Dissolved Solids  
mg/L
180.0
Oil (hexane solubles or equivalent)  
mg/L
0.10
Phenols  
µg/L
1.0


d)  In addition to the standards specified in subsections (a), (b) and (c) of this Section, the following human health standards (HHS) must not be exceeded in the Open Waters of Lake Michigan as defined in Section 302.501 by the arithmetic average of at least four consecutive samples collected over a period of at least four days. The samples used to demonstrate compliance with the HHS must be collected in a manner which assures an average representation of the sampling period.
 

Constituent
 
Unit
Water Quality Standard
Benzene  
µg/L
12.0
Chlorobenzene  
µg/L
470.0
2,4-Dimethylphenol  
µg/L
450.0
2,4-Dinitrophenol  
µg/L
55.0
Hexachloroethane (total)  
µg/L
5.30
Lindane  
µg/L
0.47
Methylene chloride  
µg/L
47.0
       
Trichloroethylene  
µg/L
29.0


e)  For the following bioaccumulative chemicals of concern (BCCs), acute aquatic life standards (AS) must not be exceeded at any time in any waters of the Lake Michigan Basin and chronic aquatic life standards (CS), human health standards (HHS), and wildlife standards (WS) must not be exceeded in any waters of the Lake Michigan Basin by the arithmetic average of at least four consecutive samples collected over a period of at least four days subject to the limitations of Sections 302.520 and 302.530. The samples used to demonstrate compliance with the HHS and WS must be collected in a manner that assures an average representation of the sampling period.
 

Constituent
 
Unit
AS
CS
HHS
WS
Mercury (total)  
ng/L
1,700
910
3.1
1.3
Chlordane  
ng/L
NA
NA
0.25
NA
DDT and metabolites  
pg/L
NA
NA
150
11.0
Dieldrin  
ng/L
240
56
0.0065
NA
Hexachlorobenzene  
ng/L
NA
NA
0.45
NA
Lindane  
µg/L
0.95
NA
0.5
NA
PCBs (class)  
pg/L
NA
NA
26
120
2,3,7,8-TCDD  
fg/L
NA
NA
8.6
3.1
Toxaphene  
pg/L
NA
NA
68
NA

where:

  mg/L = milligrams per liter (10-3 grams per liter)
  µg/L = micrograms per liter (10-6 grams per liter)
  ng/L = nanograms per liter (10-9 grams per liter)
  pg/L = picograms per liter (10-12 grams per liter)
  fg/L = femtograms per liter (10-15 grams per liter)
  NA = Not Applied


(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 
 



Section 302.505  Fecal Coliform

 
Based on a minimum of five samples taken over not more than a 30-day period, fecal coliform (STORET number 31616) must not exceed a geometric mean of 20 per 100 ml in the Open Waters of Lake Michigan as defined in Section 302.501. The remaining waters of the Lake Michigan Basin must not exceed a geometric mean of 200 per 100 ml, nor shall more than 10% of the samples during any 30 day period exceed 400 per 100 ml.

 
(Source: Amended at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.506  Temperature
 
a)  STORET numbers for temperature are (oF) 00011 and (oC) 00010.
 
b)  The owner or operator of a source of heated effluent shall maintain such records and conduct such studies of the effluents from such source and of their effects as may be required by the Agency or in any permit granted under the Act.
 
c)  Backfitting of alternative cooling facilities will be required if, upon complaint filed in accordance with Board rules, it is found at any time that any heated effluent causes significant ecological damage to the Lake.
 
 



Section 302.507  Thermal Standards for Existing Sources on January 1, 1971
 
All sources of heated effluents in existence as of January 1, 1971, shall meet the following restrictions outside of a mixing zone which shall be no greater than a circle with a radius of 305 m (1000 feet) or an equal fixed area of simple form.
 
a)  There shall be no abnormal temperature changes that may affect aquatic life.
 
b)  The normal daily and seasonal temperature fluctuations that existed before the addition of heat shall be maintained.
 
c)  The maximum temperature rise at any time above natural temperatures shall not exceed 1.7oC (3o F). In addition, the water temperature shall not exceed the maximum limits indicated in the following table:
 
     oC  oF    oC   oF
   JAN.  7  45  JUL.  27  80
   FEB.  7  45  AUG.  27  80
   MAR.  7  45  SEPT.  27  80
   APR.  13  55  OCT.  18  65
   MAY  16  60  NOV.  16  60
   JUN.  21  70  DEC.  10  50
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 
 



Section 302.508  Thermal Standards for Sources Under Construction But Not In Operation on January 1, 1971
 
Any effluent source under construction but not in operation on January 1, 1971 must meet all the requirements of Section 302.507 and in addition must meet the following restrictions:
 
a)  Neither the bottom, the shore, the hypolimnion, nor the thermocline shall be affected by any heated effluent.
 
b)  No heated effluent shall affect spawning grounds or fish migration routes.
 
c)  Discharge structures shall be so designed as to maximize short-term mixing and thus to reduce the area significantly raised in temperature.
 
d)  No discharge shall exceed ambient temperatures by more than 11°C (20°F).
 
e)  Heated effluents from more than one source shall not interact.
 
f)  All reasonable steps shall be taken to reduce the number of organisms drawn into or against the intakes.
 
(Source: Amended at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.509  Other Sources
 
a)  No source of heated effluent which was not in operation or under construction as of January 1, 1971, shall discharge more than a daily average of 29 megawatts (0.1 billion British thermal units per hour).
 
b)  Sources of heated effluents which discharge less than a daily average of 29 megawatts (0.1 billion British Thermal Units per hour) not in operation or under construction as of January 1, 1971, shall meet all requirements of sections 302.507 and 302.508.
 
(Source: Amended in R88-1 at 13 Ill. Reg. 5998, effective April 18, 1989)
 
Section 302.510  Incorporations by Reference
 
a)  The Board incorporates the following publications by reference:
 
American Public Health Association et al., Standard Methods for the Examination of Water and Wastewater, 21st Edition, 2005. Available from the American Public Health Association, 800 I Street, NW, Washington, D.C. 20001-3710, (202)777-2742.
 
USEPA. United States Environmental Protection Agency, Office of Health and Environmental Assessment, Washington, D.C. 20460, Method OIA-1677, DW: Available Cyanide by Flow Injection, Ligand Exchange, and Amperometry, January 2004, Document Number EPA-821-R-04-001.
 
b)  The Board incorporates the following federal regulations by reference. Available from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402, (202) 783-3238:
 
 40 CFR 136 (1996)
 
 40 CFR 141 (1988)
 
 40 CFR 302.4 (1988)
 
The Sections of 40 CFR 132 (1996) listed below:
 
Appendix A
 
Section I A
 
Section II
 
Section III C
 
Section IV D, E, F, G, H, and I
 
Section V C
 
Section VI A, B, C, D, E, and F
 
Section VIII
 
Section XI
 
Section XVII
 
Appendix B
 
Section III
 
Section VII B and C
 
Section VIII
 
Appendix C
 
Section II
 
Section III A (1 through 6 and 8), B (1 and 2)
 
Appendix D
 
Section III C, D, and E
 
Section IV
 
c)  This Section incorporates no future editions or amendments.
 
(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 



Section 302.515  Offensive Conditions
 
Waters of the Lake Michigan Basin must be free from sludge or bottom deposits, floating debris, visible oil, odor, plant or algal growth, color or turbidity of other than natural origin. The allowed mixing provisions of Section 302.102 shall not be used to comply with the provisions of this Section.
 
(Source: Added at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.520  Regulation and Designation of Bioaccumulative Chemicals of Concern (BCCs)

 
a)  For the purposes of regulating BCCs in accordance with Sections 302.521 and 302.530 of this Part, the following chemicals shall be considered as BCCs:

1)  any chemical or class of chemicals listed as a BCC in Section 302.501; and
 
2)  any chemical or class of chemicals that the Agency has determined meets the characteristics of a BCC as defined in Section 302.501 as indicated by:
 
A)  publication in the Illinois Register; or
 
B)  notification to a permittee or applicant; or
 
C)  filing a petition with the Board to verify that the chemical shall be designated a BCC.
 
b)  Notwithstanding subsections (a)(2)(A) and (B) of this Section, a chemical shall not be regulated as a BCC if the Agency has not filed a petition, within 60 days after such publication or notification, with the Board in accordance with Section 28.2 of the Act to verify that the chemical shall be designated a BCC.
 
c)  Pursuant to subsection (b) of this Section and Section 302.570 of this Part, if the Board verifies that a chemical has a human health bioaccumulation factor greater than 1,000 and is consistent with the definition of a BCC in Section 302.105, the Board shall designate the chemical as a BCC and list the chemical in Section 302.501. If the Board fails to verify the chemical as a BCC in its final action on the verification petition, the chemical shall not be listed as a BCC and shall not be regulated as a BCC in accordance with Sections 302.521 and 302.530 of this Part.
 


(Source: Added at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.521  Supplemental Antidegradation Provisions for BCCs
 
a)  Notwithstanding the provisions of Section 302.105, waters within the Lake Michigan Basin must not be lowered in quality due to new or increased loading of substances defined as bioaccumulative chemicals of concern (BCCs) in Section 302.501 from any source or activity subject to the NPDES permitting, Section 401 water quality certification provisions of the Clean Water Act (P.L. 92-100, as amended), or joint permits from the Agency and the Illinois Department of Natural Resources under Section 39(n) of the Act [415 ILCS 5/39(n)] until and unless it can be affirmatively demonstrated that such change is necessary to accommodate important economic or social development.
 
1)  Where ambient concentrations of a BCC are equal to or exceed an applicable water quality criterion, no increase in loading of that BCC is allowed.
 
2)  Where ambient concentrations of a BCC are below the applicable water quality criterion, a demonstration to justify increased loading of that BCC must include the following:
 
A)  Pollution Prevention Alternatives Analysis. Identify any cost-effective reasonably available pollution prevention alternatives and techniques that would eliminate or significantly reduce the extent of increased loading of the BCC.
 
B)  Alternative or Enhanced Treatment Analysis. Identify alternative or enhanced treatment techniques that are cost effective and reasonably available to the entity that would eliminate or significantly reduce the extent of increased loading of the BCC.
 
C)  Important Social or Economic Development Analysis. Identify the social or economic development and the benefits that would be forgone if the increased loading of the BCC is not allowed.
 
3)  In no case shall increased loading of BCCs result in exceedence of applicable water quality criteria or concentrations exceeding the level of water quality necessary to protect existing uses.
 
4)  Changes in loadings of any BCC within the existing capacity and processes of an existing NPDES authorized discharge, certified activity pursuant to Section 401 of the Clean Water Act, or joint permits from the Agency and the Illinois Department of Natural Resources under Section 39(n) of the Act are not subject to the antidegradation review of subsection (a) of this Section. These changes include but are not limited to:
 
A)  normal operational variability, including, but not limited to, intermittent increased discharges due to wet weather conditions;
 
B)  changes in intake water pollutants;
 
C)  increasing the production hours of the facility; or
 
D)  increasing the rate of production.
 
5)  Any determination to allow increased loading of a BCC pursuant to a demonstration of important economic or social development need shall satisfy the public participation requirements of 40 CFR 25 prior to final issuance of the NPDES permit, Section 401 water quality certification, or joint permits from the Agency and the Illinois Department of Natural Resources under Section 39(n) of the Act.
 
b)  The following actions are not subject to the provisions of subsection (a) of this Section, unless the Agency determines the circumstances of an individual situation warrant application of those provisions to adequately protect water quality:
 
1)  Short-term, temporary (i.e., weeks or months) lowering of water quality;
 
2)  Bypasses that are not prohibited at 40 CFR 122.41 (m); or
 
3)  Response actions pursuant to the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), as amended, or similar federal or State authority, undertaken to alleviate a release into the environment of hazardous substances, pollutants or contaminants that pose danger to public health or welfare.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 
 
Section 302.525  Radioactivity
 
Except as provided in Section 302.102, all waters of the Lake Michigan Basin must meet the following concentrations:
 
a)  Gross beta (STORET number 03501) concentrations must not exceed 100 picocuries per liter (pCi/L).
 
Strontium 90 (STORET number 13501) concentration shall not exceed 2 picocuries per liter (pCi/L).
 
c)  The annual average radium 226 and 228 (STORET number 11503) combined concentration must not exceed 3.75 picocuries per liter (pCi/L).
 
(Source: Amended at 30 Ill. Reg. 4919, effective March 1, 2006)
 
 



Section 302.530  Supplemental Mixing Provisions for Bioaccumulative Chemicals of Concern (BCCs)
 
The General Provisions of Section 302.102 (Allowed Mixing, Mixing Zones and ZIDs) apply within the Lake Michigan Basin except as otherwise provided herein for substances defined as BCCs in Section 302.501:
 
a)  No mixing shall be allowed for BCCs for new discharges commencing on or after December 24, 1997.
 
b)  Discharges of BCCs existing as of December 24, 1997 are eligible for mixing allowance consistent with Section 302.102 until March 23, 2007. After March 23, 2007 mixing for BCCs will not be allowed except as provided in subsections (c) and (d) of this Section.
 
c)  Mixing allowance for a source in existence on December 24, 1997 may continue beyond March 23, 2007 where it can be demonstrated on a case by case basis that continuation of mixing allowance is necessary to achieve water conservation measures that result in overall reduction of BCC mass loading to the Lake Michigan Basin.
 
d)  Mixing allowance for a source in existence on December 24, 1997 shall only continue if necessitated by technical and economic factors. Any mixing allowance continued beyond March 23, 2007 based on technical and economic factors shall be limited to not more than one NPDES permit term, and shall reflect the maximum achievable BCC loading reduction within the identified technical and economic considerations necessitating the exception. Such continued mixing allowance shall not be renewed beyond that permit term unless a new determination of technical and economic necessity is made.
 
(Source: Added at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.535  Ammonia Nitrogen
 
The Open Waters of Lake Michigan as defined in Section 302.501 must not exceed 0.02 mg/L total ammonia (as N: STORET Number 00610). The remaining waters of the Lake Michigan Basin shall be subject to the following:
 
a)  Total ammonia nitrogen (as N: STORET Number 00610) must in no case exceed 15 mg/L.
 
b)  Un-ionized ammonia nitrogen (as N: STORET Number 00612) must not exceed the acute and chronic standards given below subject to the provisions of Sections 302.208(a) and (b) of this Part:
 
1)  From April through October, the Acute Standard (AS) shall be 0.33 mg/L and the chronic standard (CS) shall be 0.057 mg/L.
 
2)  From November through March, the AS shall be 0.14 mg/L and the CS shall be 0.025 mg/L.
 
c)  For purposes of this Section, the concentration of un-ionized ammonia nitrogen as N and total ammonia as N shall be computed according to the following equations:
 
   U=      N

     [0.94412(1 + 10x ) + 0.0559]

 
   and N = U[0.94412(1 + 10x ) + 0.0559]
 

   Where: X = 0.09018 + 2729.92   -pH


          (T + 273.16)

 
   U = Concentration of un-ionized ammonia as N in mg/L
   N = Concentration of ammonia nitrogen as N in mg/L
   T = Temperature in degrees Celsius.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.540  Other Toxic Substances
 
Waters of the Lake Michigan Basin must be free from any substance or any combination of substances in concentrations toxic or harmful to human health, or to animal, plant or aquatic life. The numeric standards protective of particular uses specified for individual chemical substances in Section 302.504 are not subject to recalculation by this Section, however, where no standard is applied for a category, a numeric value may be calculated herein.
 
a)  Any substance shall be deemed toxic or harmful to aquatic life if present in concentrations that exceed the following:
 

1)  A Tier I Lake Michigan Basin Acute Aquatic Life Toxicity Criterion (LMAATC) or Tier II Lake Michigan Basin Acute Aquatic Life Toxicity Value (LMAATV) derived pursuant to procedures set forth in Sections 302.555, 302.560 or 302.563 at any time; or
 
2)  A Tier I Lake Michigan Basin Chronic Aquatic Life Toxicity Criterion (LMCATC) or Tier II Lake Michigan Basin Chronic Aquatic Life Toxicity Value (LMCATV) derived pursuant to procedures set forth in Section 302.565 as an average of four samples collected on four different days.
 
b)  Any combination of substances, including effluents, shall be deemed toxic to aquatic life if present in concentrations that exceed either subsection (b)(1) or (2) of this Section:
 
1)  No sample of water from the Lake Michigan Basin collected outside of a designated zone of initial dilution shall exceed 0.3 TUa as determined for the most sensitive species tested using acute toxicity testing methods.
 
2)  No sample of water from the Lake Michigan Basin collected outside a designated mixing zone shall exceed 1.0 TUc as determined for the most sensitive species tested using chronic toxicity testing methods.
 
3)  To demonstrate compliance with subsections (1) and (2) of this subsection (b), at least two resident or indigenous species will be tested. The rainbow trout will be used to represent fishes for the Open Waters of Lake Michigan and the fathead minnow will represent fishes for the other waters of the Lake Michigan Basin. Ceriodaphnia will represent invertebrates for all waters of the Lake Michigan Basin. Other common species shall be used if listed in Table I A of 40 CFR 136, incorporated by reference at Section 302.510, and approved by the Agency.
 
c)  Any substance shall be deemed toxic or harmful to wildlife if present in concentrations that exceed a Tier I Lake Michigan Basin Wildlife Criterion (LMWLC) derived pursuant to procedures set forth in Section 302.575 as an arithmetic average of four samples collected over four different days.
 
d)  For any substance that is a threat to human health through drinking water exposure only, the resulting criterion or value shall be applicable to only the Open Waters of Lake Michigan. For any substance that is determined to be a BCC, the resulting criterion shall apply in the entire Lake Michigan Basin. These substances shall be deemed toxic or harmful to human health if present in concentrations that exceed either of the following:
 
1)  A Tier I Lake Michigan Basin Human Health Threshold Criterion (LMHHTC) or Tier II Lake Michigan Basin Human Health Threshold Value (LMHHTV) based on disease or functional impairment due to a physiological mechanism for which there is a threshold dose below which no damage occurs as derived pursuant to procedures set forth in Section 302.585 as an arithmetic average of four samples collected over four different days; or
 
2)  A Tier I Lake Michigan Basin Human Health Nonthreshold Criterion (LMHHNC) or Tier II Lake Michigan Basin Human Health Nonthreshold Value (LMHHNV) based on disease or functional impairment due to a physiological mechanism for which any dose may cause some risk of damage as derived pursuant to procedures set forth in Section 302.590 as an arithmetic average of four samples collected over four different days.
 
e)  The derived criteria and values apply at all points outside of any waters in which mixing is allowed pursuant to Section 302.102 or Section 302.530.
 
f)  The procedures of this Subpart E set forth minimum data requirements, appropriate test protocols and data assessment methods for establishing criteria or values pursuant to subsections (b), (c), and (d) of this Section. No other procedures may be used to establish such criteria or values unless approved by the Board in a rulemaking or adjusted standards proceeding pursuant to Title VII of the Act. The validity and applicability of these procedures may not be challenged in any proceeding brought pursuant to Title VIII or X of the Act, although the validity and correctness of application of the numeric criteria or values derived pursuant to this Subpart may be challenged in such proceedings pursuant to subsection (g) of this Section.
 
g)  Challenges to application of criteria and values.
 
1)  A permittee may challenge the validity and correctness of application of a criterion or value derived by the Agency pursuant to this Section only at the time such criterion or value is first applied in its NPDES permit pursuant to 35 Ill. Adm. Code 309.152 or in an action pursuant to Title VIII of the Act for violation of the toxicity water quality standard. Failure of a person to challenge the validity of a criterion or value at the time of its first application to that person’s facility shall constitute a waiver of such challenge in any subsequent proceeding involving application of the criterion or value to that person.
 
2)  Consistent with subsection (g)(1) of this Section, if a criterion or value is included as, or is used to derive, a condition of an NPDES discharge permit, a permittee may challenge the criterion or value in a permit appeal pursuant to 35 Ill. Adm. Code 309.181. In any such action, the Agency shall include in the record all information upon which it has relied in developing and applying the criterion or value, and whether such information was developed by the Agency or submitted by the petitioner. THE BURDEN OF PROOF SHALL BE ON THE PETITIONER pursuant to Section 40(a)(1) of the Act.
 
3)  Consistent with subsection (g)(1) of this Section, in an action where alleged violation of the toxicity water quality standard is based on alleged excursion of a criterion or value, the person bringing such action shall have the burdens of going forward with proof and persuasion regarding the general validity and correctness of application of the criterion or value.
 
h)  Subsections (a) through (e) of this Section do not apply to USEPA registered pesticides approved for aquatic application and applied pursuant to the following conditions:
 
1)  Application shall be made in strict accordance with label directions;
 
2)  Applicator shall be properly certified under the provisions of the Federal Insecticide, Fungicide, and Rodenticide Act (7 U.S.C. 135 et seq. (1972));
 
3)  Applications of aquatic pesticides must be in accordance with the laws, regulations and guidelines of all State and federal agencies authorized by law to regulate, use or supervise pesticide applications;
 
4)  No aquatic pesticide shall be applied to waters affecting public or food processing water supplies unless a permit to apply the pesticide has been obtained from the Agency. All permits shall be issued so as not to cause a violation of the Act or of any of the Board's rules or regulations. To aid applicators in determining their responsibilities under this subsection (h), a list of waters affecting public water supplies will be published and maintained by the Agency's Division of Public Water Supplies.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.545  Data Requirements
 
The Agency shall review, for validity, applicability and completeness the data used in calculating criteria or values. To the extent available, and to the extent not otherwise specified, testing procedures, selection of test species and other aspects of data acquisition must be according to methods published by USEPA or nationally recognized standards of organizations, including, but not limited to, those methods found in Standard Methods, incorporated by reference in Section 302.510, or recommended in 40 CFR 132 and incorporated by reference in Section 302.510.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 
 



Section 302.550  Analytical Testing
 
All methods of sample collection, preservation, and analysis used in applying any of the requirements of this Subpart shall be consistent with the methods published by USEPA or nationally recognized standards of organizations, including but not limited to those methods found in Standard Methods, incorporated by reference in Section 302.510, or recommended in 40 CFR 132 and incorporated by reference in Section 302.510.
 
(Source: Added at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.553  Determining the Lake Michigan Aquatic Toxicity Criteria or Values - General Procedures
 
 
The Lake Michigan Aquatic Life Criteria and Values are those concentrations or levels of a substance at which aquatic life is protected from adverse effects resulting from short or long term exposure in water.
 
a)  Tier I criteria and Tier II values to protect against acute effects in aquatic organisms will be calculated according to procedures listed at Sections 302.555, 302.560 and 302.563. The procedures of Section 302.560 shall be used as necessary to allow for interactions with other water quality characteristics such as hardness, pH, temperature, etc. Tier I criteria and Tier II values to protect against chronic effects in aquatic organisms shall be calculated according to the procedures listed at Section 302.565.
 
b)  Minimum data requirements. In order to derive a Tier I acute or chronic criterion, data must be available for at least one species of freshwater animal in at least eight different families such that the following taxa are included:
 
1)  The family Salmonidae in the class Osteichthyes;
 
2)  One other family in the class Osteichthyes;
 
3)  A third family in the phylum Chordata;
 
4)  A planktonic crustacean;
 
5)  A benthic crustacean;
 
6)  An insect;
 
7)  A family in a phylum other than Arthropoda or Chordata; and
 
8)  A family from any order of insect or any phylum not already represented.
 
c)  Data for tests with plants, if available, must be included in the data set.
 
d)  If data for acute effects are not available for all the eight families listed above, but are available for the family Daphnidae, a Tier II value shall be derived according to procedures in Section 302.563. If data for chronic effects are not available for all the eight families, but there are acute and chronic data available according to Section 302.565(b) so that three acute to chronic ratios (ACRs) can be calculated, then a Tier I chronic criterion can be derived according to procedures in Section 302.565. If three ACRs are not available, then a Tier II chronic value can be derived according to procedures in Section 302.565(b).
 
e)  Data must be obtained from species that have reproducing wild populations in North America except that data from salt water species can be used in the derivation of an ACR.
 
(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 
 



Section 302.555  Determining the Tier I Lake Michigan Acute Aquatic Toxicity Criterion (LMAATC): Independent of Water Chemistry
 
If the acute toxicity of the chemical has not been shown to be related to a water quality characteristic, including, but not limited to, hardness, pH, or temperature, the Tier I LMAATC is calculated using the procedures below.
 
a)  For each species for which more than one acute value is available, the Species Mean Acute Value (SMAV) is calculated as the geometric mean of the acute values from all tests.
 
b)  For each genus for which one or more SMAVs are available, the Genus Mean Acute Value (GMAV) is calculated as the geometric mean of the SMAVs available for the genus.
 
c)  The GMAVs are ordered from high to low in numerical order.
 
d)  Ranks (R) are assigned to the GMAVs from "1" for the lowest to "N" for the highest. If two or more GMAVs are identical, successive ranks are arbitrarily assigned.
 
e)  The cumulative probability, P, is calculated for each GMAV as R/(N+1).
 
f)  The GMAVs to be used in the calculations of subsection (g) of this Section must be those with cumulative probabilities closest to 0.05. If there are fewer than 59 GMAVs in the total data set, the values utilized must be the lowest four obtained through the ranking procedures of subsections (c) and (d) of this Section.
 
g)  Using the GMAVs identified pursuant to subsection (f) of this Section and the Ps calculated pursuant to subsection (e) of this Section, the Final Acute Value (FAV) and the LMAATC are calculated as:
 

FAV = exp(A) and
LMAATC = FAV/2

 
Where:
 
A = L + 0.2236 S
 
L = [ £ (lnGMAV) - S( £ (P0.5))]/4
 
S = [[ £ ((lnGMAV) 2) - (( £ (lnGMAV)) 2)/4]/[ £ (P) - (( £ (P0.5)) 2)/4]] 0.5
 
h)  If a resident or indigenous species, whose presence is necessary to sustain commercial or recreational activities, will not be protected by the calculated FAV, then the SMAV for that species is used as the FAV.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.560  Determining the Tier I Lake Michigan Basin Acute Aquatic Life Toxicity Criterion (LMAATC): Dependent on Water Chemistry
 
If data are available to show that a relationship exists between a water quality characteristic (WQC) and acute toxicity to two or more species, a Tier I LMAATC must be calculated using procedures in this Section. Although the relationship between hardness and acute toxicity is typically non-linear, it can be linearized by a logarithmic transformation (i.e., for any variable, K, f(K) = logarithm of K) of the variables and plotting the logarithm of hardness against the logarithm of acute toxicity. Similarly, relationships between acute toxicity and other water quality characteristics, such as pH or temperature, may require a transformation, including no transformation (i.e., for any variable, K, f(K) = K) for one or both variables to obtain least squares linear regression of the transformed acute toxicity values on the transformed values of the water quality characteristic. An LMAATC is calculated using the following procedures.
 
a)  For each species for which acute toxicity values are available at two or more different values of the water quality characteristic, a linear least squares regression of the transformed acute toxicity (TAT) values on the transformed water quality characteristic (TWQC) values is performed to obtain the slope of the line describing the relationship.
 
b)  Each of the slopes determined pursuant to subsection (a) of this Section is evaluated as to whether it is statistically valid, taking into account the range and number of tested values of the water quality characteristic and the degree of agreement within and between species. If slopes are not available for at least one fish and one invertebrate species, or if the available slopes are too dissimilar or if too few data are available to define the relationship between acute toxicity and the water quality characteristic, then the LMAATC must be calculated using the procedures in Section 302.555.
 
c)  Normalize the TAT values for each species by subtracting W, the arithmetic mean of the TAT values of a species, from each of the TAT values used in the determination of the mean, such that the arithmetic mean of the normalized TAT values for each species individually or for any combination of species is zero (0.0).
 
d)  Normalize the TWQC values for each species using X, the arithmetic mean of the TWQC values of a species, in the same manner as in subsection (c) of this Section.
 
e)  Group all the normalized data by treating them as if they were from a single species and perform a least squares linear regression of all the normalized TAT values on the corresponding normalized TWQC values to obtain the pooled acute slope, V.
 
f)  For each species, the graphical intercept representing the species TAT intercept, f(Y), at a specific selected value, Z, of the WQC is calculated using the equation:
 

f(Y) = W - V(X - g(Z))
 

Where:
 
f() is the transformation used to convert acute toxicity values to TAT values
 
Y is the species acute toxicity intercept or species acute intercept
 
W is the arithmetic mean of the TAT values as specified in subsection (c) of this Section
 
V is the pooled acute slope as specified in subsection (e) of this Section
 
X is the arithmetic mean of the TWQC values as specified in subsection (c) of this Section
 
g() is the transformation used to convert the WQC values to TWQC values
 
Z is a selected value of the WQC
 
g)  For each species, determine the species acute intercept, Y, by carrying out an inverse transformation of the species TAT value, f(Y). For example, in the case of a logarithmic transformation, Y = antilogarithm of (f(Y)); or in the case where no transformation is used, Y = f(Y).
 
h)  The Final Acute Intercept (FAI) is derived by using the species acute intercepts, obtained from subsection (f) of this Section, in accordance with the procedures described in Section 302.555 (b) through (g), with the word "value" replaced by the word "intercept". Note that in this procedure geometric means and natural logarithms are always used.
 
i)  The Aquatic Acute Intercept (AAI) is obtained by dividing the FAI by two.
 
If, for a commercially or recreationally important species, the geometric mean of the acute values at Z is lower than the FAV at Z, then the geometric mean of that species must be used as the FAV.
 
j)  The LMAATC at any value of the WQC, denoted by WQCx, is calculated using the terms defined in subsection (f) of this Section and the equation:
 

LMAATC = exp[V(g(WQCx) - g(Z)) + f(AAI)]

 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.563  Determining the Tier II Lake Michigan Basin Acute Aquatic Life Toxicity Value (LMAATV)
 
If all eight minimum data requirements for calculating a FAV using Tier I procedures are not met, a Tier II LMAATV must be calculated for a substance as follows:
 
a)  The lowest GMAV in the database is divided by the Secondary Acute Factor (SAF) corresponding to the number of satisfied minimum data requirements listed in the Tier I methodology (Section 302.553). In order to calculate a Tier II LMAATV, the data base must contain, at a minimum, a GMAV for one of the following three genera in the family Daphnidae -- Ceriodaphnia sp., Daphnia sp., or Simocephalus sp. The Secondary Acute Factors are:
 
 

Number of Minimum data requirements satisfied (required taxa)
Secondary Acute Factor
 
 
1
43.8
 
2
26.0
 
3
16.0
 
4
14.0
 
5
12.2
 
6
10.4
 
7
8.6


 
 
b)  If dependent on a water quality characteristic, the Tier II LMAATV must be calculated according to Section 302.560.
 
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.565  Determining the Lake Michigan Basin Chronic Aquatic Life Toxicity Criterion (LMCATC) or the Lake Michigan Basin Chronic Aquatic Life Toxicity Value (LMCATV)
 
a)  Determining Tier I LMCATC
 
1)  When chronic toxicity data are available for at least eight resident or indigenous species from eight different North American genera of freshwater organisms as specified in Section 302.553, a Tier I LMCATC is derived in the same manner as the FAV in Section 302.555 or 302.560 by substituting LMCATC for FAV or FAI, chronic for acute, SMCV (Species Mean Chronic Value) for SMAV, and GMCV (Genus Mean Chronic Value) for GMAV.
 
2)  If data are not available to meet the requirements of subsection (a) of this Section, a Tier I LMCATC is calculated by dividing the FAV by the geometric mean of the acute-chronic ratios (ACRs) obtained from at least one species of aquatic animal from at least three different families provided that of the three species:
 
A)  At least one is a fish;
 
B)  At least one is an invertebrate; and
 
C)  At least one species is an acutely sensitive freshwater species if the other two are saltwater species.
 
3)  The acute-chronic ratio (ACR) for a species equals the acute toxicity concentration from data considered under Section 302.555 or 302.560, divided by the chronic toxicity concentration.
 
4)  If a resident or indigenous species whose presence is necessary to sustain commercial or recreational activities will not be protected by the calculated LMCATC, then the SMCV for that species is used as the CATC.
 
b)  Determining the Tier II LMCATV
 
1)  If all eight minimum data requirements for calculating a FCV using Tier I procedures are not met, or if there are not enough data for all three ACRs, a Tier II Lake Michigan Chronic Aquatic Life Toxicity Value shall be calculated using a secondary acute chronic ratio (SACR) determined as follows:
 
A)  If fewer than three valid experimentally determined ACRs are available:
 
i)  Use sufficient ACRs of 18 so that the total number of ACRs equals three; and
 
ii)  Calculate the Secondary Acute-Chronic Ratio as the geometric mean of the three ACRs; or
 
B)  If no experimentally determined ACRs are available, the SACR is 18.
 
2)  Calculate the Tier II LMCATV using one of the following equations:
 
A)  Tier II LMCATV = FAV / SACR
 
B)  Tier II LMCATV = SAV / FACR
 
C)  Tier II LMCATV = SAV / SACR
 
Where:
 
the SAV equals 2 times the value of the Tier II LMAATV calculated in Section 302.563
 
3)  If, for a commercially or recreationally important species, the SMCV is lower than the calculated Tier II LMCATV, then the SMCV must be used as the Tier II LMCATV.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 



Section 302.570  Procedures for Deriving Bioaccumulation Factors for the Lake Michigan Basin
 
A bioaccumulation factor (BAF) is used to relate the concentration of a substance in an aquatic organism to the concentration of the substance in the waters in which the organism resides when all routes of exposure (ambient water and food) are included. A BAF is used in the derivation of water quality criteria to protect wildlife and criteria and values to protect human health.
 
a)  Selection of data. BAFs can be obtained or developed from one of the following methods, listed in order of preference.
 
1)  Field-measured BAF.
 
2)  Field-measured biota-sediment accumulation factor (BSAF).
 
3)  Laboratory-measured bioconcentration factor (BCF).
The concentration of particulate organic carbon (POC) and dissolved organic carbon (DOC) in the test solution shall be either measured or reliably estimated.
 
4)  Predicted BCF.
Predicted baseline BCF = Kow.
 
b)  Calculation of baseline BAFs for organic chemicals.
The most preferred BAF or BCF from above is used to calculate a baseline BAF which in turn is utilized to derive a human health or wildlife specific BAF.
 
1)  Procedures for determining the necessary elements of baseline calculation.
 
A)  Lipid normalization. The lipid-normalized concentration, Cl, of a chemical in tissue is defined using the following equation:
 

Cl = Cb / fl

Where:
 
Cb = concentration of the organic chemical in the tissue of aquatic biota (either whole organism or specified tissue) (µg/g)
fl = fraction of the tissue that is lipid
 
B)  Bioavailability.
 
The fraction of the total chemical in the ambient water that is freely dissolved, ffd, shall be calculated using the following equation:
 
ffd = 1 / { 1 + [(DOC)(Kow)/10] + [(POC)(Kow)] }
 
Where:
 
DOC = concentration of dissolved organic carbon, kg of dissolved organic carbon/L of water
Kow = octanol-water partition coefficient of the chemical
POC = concentration of particulate organic carbon, kg of particulate organic carbon/L of water
 
C)  Food Chain Multiplier (FCM). For an organic chemical, the FCM used shall be taken from Table B-1 in 40 CFR 132, Appendix B (1996) incorporated by reference at Section 302.510.
 
2)  Calculation of baseline BAFs.
 
A)  From field-measured BAFs:
 
Baseline BAF = { [measured BAFtT / ffd] - 1 } { 1 / fl }
 
Where:
 
BAFtT = BAF based on total concentration in tissue and water of study organism and site
fl = fraction of the tissue of study organism that is lipid
ffd = fraction of the total chemical that is freely dissolved in the ambient water
 
B)  From a field measured biota-sediment accumulation factor (BSAF):
 
(Baseline BAF)i =
 

(baseline BAF)r (BSAF)i (Kow)i / (BSAF)r (Kow)r

 
Where:
 
(BSAF)i = BSAF for chemical “i
(BSAF)r = BSAF for the reference chemical “r
(Kow)i = octanol-water partition coefficient for chemical “i
(Kow)r = octanol-water partition coefficient for the reference chemical “r
 
i)  A BSAF shall be calculated using the following equation:
 

BSAF = Cl / Csoc

 
Where:
 
Cl = the lipid-normalized concentration of the chemical in tissue
Csoc = the organic carbon-normalized concentration of the chemical in sediment
 
ii)  The organic carbon-normalized concentration of a chemical in sediment, Csoc, shall be calculated using the following equation:
 

Csoc = Cs / foc

 
Where:
 
Cs = concentration of chemical in sediment ( m g/g sediment)
foc = fraction of the sediment that is organic carbon
 
C)  From a laboratory-measured BCF:
 
baseline BAF = (FCM) { [measured BCFtT / ffd] - 1 } { 1 /fl }
 
Where:
 
BCFtT = BCF based on total concentration in tissue and water.
fl = fraction of the tissue that is lipid
ffd = fraction of the total chemical in the test water that is freely dissolved
FCM = the food-chain multiplier obtained from Table B-1 in 40 CFR 132, Appendix B, incorporated by reference at Section 302.510, by linear interpolation for trophic level 3 or 4, as necessary
 
D)  From a predicted BCF:
 
baseline BAF =
(FCM) (predicted baseline BCF) = (FCM)(Kow)
 
Where:
 
FCM = the food-chain multiplier obtained from Table B-1 in 40 CFR 132, Appendix 5, incorporated by reference at Section 302.510, by linear interpolation for trophic level 3 or 4, as necessary
Kow = octanol-water partition coefficient
 
c)  Human health and wildlife BAFs for organic chemicals:
 
1)  Fraction freely dissolved (ffd). By using the equation in subsection (b)(1)(B) of this Section, the ffd to be used to calculate human health and wildlife BAFs for an organic chemical shall be calculated using a standard POC concentration of 0.00000004 kg/L and a standard DOC concentration of 0.000002 kg/L:
 

ffd = 1 / [1+ (0.00000024 kg/L)(Kow)]

 
2)  Human health BAF. The human health BAFs for an organic chemical shall be calculated using the following equations:
 
A)  For trophic level 3:
 
Human Health BAFHHTL3 = [(baseline BAF)(0.0182) + 1] (ffd)
 
B)  For trophic level 4:
 
Human Health BAFHHTL4 = [(baseline BAF) (0.0310) + 1] (ffd)
 
Where:
 
0.0182 and 0.0310 are the standardized fraction lipid values for trophic levels 3 and 4, respectively, that are used to derive human health criteria and values

3)  Wildlife BAF. The wildlife BAFs for an organic chemical shall be calculated using the following equations:
 
A)  For trophic level 3:
 
Wildlife BAFWLTL3 = [(baseline BAF)(0.0646) +1] (ffd)
 
B)  For trophic level 4:
 
Wildlife BAFWLTL4 =[( baseline BAF)(0.1031) + 1] (ffd)
 
Where:
 
0.0646 and 0.1031 are the standardized fraction lipid values for trophic levels 3 and 4, respectively, that are used to derive wildlife criteria
 
d)  Human health and wildlife BAFs for inorganic chemicals. For inorganic chemicals the baseline BAFs for trophic levels 3 and 4 are both assumed to equal the BCF determined for the chemical with fish.
 
1)  Human health. Measured BAFs and BCFs used to determine human health BAFs for inorganic chemicals shall be based on concentration in edible tissue (e.g., muscle) of freshwater fish.
 
2)  Wildlife. Measured BAFs and BCFs used to determine wildlife BAFs for inorganic chemicals shall be based on concentration in the whole body of freshwater fish and invertebrates.
 
(Source: Added at 21 Ill. Reg. 1356, effective December 24, 1997.)
 
Section 302.575  Procedures for Deriving Tier I Water Quality Criteria and Values in the Lake Michigan Basin to Protect Wildlife
 
The Lake Michigan Basin Wildlife Criterion (LMWC) is the concentration of a substance which if not exceeded protects Illinois wild mammal and bird populations from adverse effects resulting from ingestion of surface waters of the Lake Michigan Basin and from ingestion of aquatic prey organisms taken from surface waters of the Lake Michigan Basin. Wildlife criteria calculated under this Section protect against long-term effects and are therefore considered chronic criteria. The methodology involves utilization of data from test animals to derive criteria to protect representative or target species: bald eagle, herring gull, belted kingfisher, mink and river otter. The lower of the geometric mean of species specific criteria for bird species or mammal species is chosen as the LMWC to protect a broad range of species.
 
a)  This method shall also be used for non-BCCs when appropriately modified to consider the following factors:
 
1)  Selection of scientifically justified target species;
 
2)  Relevant routes of chemical exposure;
 
3)  Pertinent toxicity endpoints.
 
b)  Minimum data requirements:
 
1)  Test dose (TD). In order to calculate a LMWC the following minimal data base is required:
 
A)  There must be at least one data set showing dose-response for oral, subchronic, or chronic exposure of 28 days for one bird species; and
 
B)  There must be at least one data set showing dose-response for oral, subchronic, or chronic exposure of 90 days for one mammal species.
 
2)  Bioaccumulation Factor (BAF) data requirements:
 
A)  For any chemical with a BAF of less than 125 the BAF may be obtained by any method; and
 
B)  For chemicals with a BAF of greater than 125 the BAF must come from a field measured BAF or Biota-Sediment Accumulation Factor (BSAF).
 
c)  Principles for development of criteria
 
1)  Dose standardization. The data for the test species must be expressed as, or converted to, the form mg/kg/d utilizing the guidelines for drinking and feeding rates and other procedures in 40 CFR 132, incorporated by reference at Section 302.510.
 
2)  Uncertainty factors (UF) for utilizing test dose data in the calculation of the target species value (TSV);
 
A)  Correction for intermittent exposure. If the animals used in a study were not exposed to the toxicant each day of the test period, the no observed adverse effect level (NOAEL) must be multiplied by the ratio of days of exposure to the total days in the test period.
 
B)  Correction from the lowest observed adverse effect level (LOAEL) to NOAEL (UFl). For those substances for which a LOAEL has been derived, the UF1 shall not be less than one and should not exceed 10.
 
C)  Correction for subchronic to chronic extrapolation (UFs). In instances where only subchronic data are available, the TD may be derived from subchronic data. The value of the UFs shall not be less than one and should not exceed 10.
 
D)  Correction for interspecies extrapolations (UFa). For the derivation of criteria, a UFa shall not be less than one and should not exceed 100. The UFa shall be used only for extrapolating toxicity data across species within a taxonomic class. A species specific UFa shall be selected and applied to each target species, consistent with the equation in subsection (d).
 
d)  Calculation of TSV. The TSV, measured in milligrams per liter (mg/L), is calculated according to the equation:
 
TSV = { [TD x Wt] / [UFa x UFs x UFl] } / { W + S [FTLi x BAFWLTLi] }
 
Where:
 
TSV = target species value in milligrams of substance per liter (mg/L).
TD = test dose that is toxic to the test species, either NOAEL or LOAEL.
UFa = the uncertainty factor for extrapolating toxicity data across species (unitless). A species-specific UFa shall be selected and applied to each target species, consistent with the equation.
UFs = the uncertainty factor for extrapolating from subchronic to chronic exposures (unitless).
UFl = the uncertainty factor for extrapolation from LOAEL to NOAEL (unitless)
Wt = average weight in kilograms (kg) of the target species.
W = average daily volume of water in liters consumed per day (L/d) by the target species.
FTLi = average daily amount of food consumed by the target species in kilograms (kg/d) for trophic level i.
BAFWLTLi = aquatic life bioaccumulation factor with units of liter per kilogram (L/kg), as derived from Section 302.570 for trophic level i.
 
e)  Calculation of the Lake Michigan Basin Wildlife Criterion. TSVs are obtained for each target species. The geometric mean TSVs of all mammal species is calculated and also of all bird species. The LMWC is the lower of the bird or mammal geometric mean TSV.
 
(Source: Amended at 27 Ill. Reg. 166, effective December 20, 2002)
 



Section 302.580  Procedures for Deriving Water Quality Criteria and Values in the Lake Michigan Basin to Protect Human Health-General
 
a)  The Lake Michigan Basin human health criteria or values for a substance are those concentrations at which humans are protected from adverse effects resulting from incidental exposure to, or ingestion of, the waters of Lake Michigan and from ingestion of aquatic organisms taken from the waters of Lake Michigan. A Lake Michigan Human Health Threshold Criterion (LMHHTC) or Lake Michigan Human Health Threshold Value (LMHHTV) will be calculated for all substances according to Section 302.585, if data is available. Water quality criteria or values for substances which are, or may be, carcinogenic to humans will also be calculated according to procedures for the Lake Michigan Human Health Nonthreshold Criterion (LMHHNC) or the Lake Michigan Human Health Nonthreshold Value (LMHHNV) in Section 302.590.
 
b)  Minimum data requirements for BAFs for Lake Michigan Basin human health criteria:
 
1)  Tier I.
 
A)  For all organic chemicals, either a field-measured BAF or a BAF derived using the BSAF methodology is required unless the chemical has a BAF less than 125, then a BAF derived by any methodology is required; and
 
B)  For all inorganic chemicals, including organometals such as mercury, either a field-measured BAF or a laboratory-measured BCF is required.
 
2)  Tier II. Any bioaccumulation factor method in Section 302.570(a) may be used to derive a Tier II criterion.
 
(Source: Amended at 23 Ill. Reg. 11249, effective August 26, 1999)
 
 



Section 302.585  Procedures for Determining the Lake Michigan Basin Human Health Threshold Criterion (LMHHTC) and the Lake Michigan Basin Human Health Threshold Value (LMHHTV)
 
The LMHHTC or LMHHTV is derived for all toxic substances from the most sensitive end point for which there exists a dosage or concentration below which no adverse effect or response is likely to occur.
 
a)  Minimum data requirements:
 
1)  Tier I. The minimum data set sufficient to derive a Tier I LMHHTC shall include at least one epidemiological study or one animal study of greater than 90 days duration; or
 
2)  Tier II. When the minimum data for deriving Tier I criteria are not available, a more limited database consisting of an animal study of greater than 28 days duration shall be used.
 
b)  Principles for development of Tier I criteria and Tier II values:
 
1)  The experimental exposure level representing the highest level tested at which no adverse effects were demonstrated (NOAEL) shall be used for calculation of a criterion or value. In the absence of a NOAEL, a LOAEL shall be used if it is based on relatively mild and reversible effects;
 
2)  Uncertainty factors (UFs) shall be used to account for the uncertainties in predicting acceptable dose levels for the general human population based upon experimental animal data or limited human data:
 
A)  A UF of 10 shall be used when extrapolating from experimental results of studies on prolonged exposure to average healthy humans;
 
B)  A UF of 100 shall be used when extrapolating from results of long-term studies on experimental animals;
 
C)  A UF of up to 1000 shall be used when extrapolating from animal studies for which the exposure duration is less than chronic, but greater than subchronic;
 
D)  A UF of up to 3000 shall be used when extrapolating from animal studies for which the exposure duration is less than subchronic;
 
E)  An additional UF of between one and ten shall be used when deriving a criterion from a LOAEL. The level of additional uncertainty applied shall depend upon the severity and the incidence of the observed adverse effect;
 
F)  An additional UF of between one and ten shall be applied when there are limited effects data or incomplete sub-acute or chronic toxicity data;
 
3)  The total uncertainty ( £ of the uncertainty factors) shall not exceed 10,000 for Tier I criterion and 30,000 for Tier II value; and
 
4)  All study results shall be converted to the standard unit for acceptable daily exposure of milligrams of toxicant per kilogram of body weight per day (mg/kg/day). Doses shall be adjusted for continuous exposure.
 
c)  Tier I criteria and Tier II value derivation.
 
1)  Determining the Acceptable Daily Exposure (ADE)
 
ADE = test value / £ of the UFs from subsection (b)(2) of this Section
 
Where:
 
acceptable daily exposure is in milligrams toxicant per kilogram body weight per day (mg/kg/day)
 
2)  Determining the Lake Michigan Basin Human Health Threshold Criterion (LMHHTC) or the Lake Michigan Basin Human Health Threshold Value (LMHHTV)
 
LMHHTC or LMHHTV=
 

{ ADE x BW x RSC } /

 

{ WC + [(FCTL3 x BAFHHTL3) + (FCTL4 x BAFHHTL4)] }

 
Where:
 
LMHHTC or LMHHTV is in milligrams per liter (mg/L)
ADE = acceptable daily intake in milligrams toxicant per kilogram body weight per day (mg/kg/day)
RSC = relative source contribution factor of 0.8
BW = weight of an average human (BW = 70 kg)
WC = per capita water consumption (both drinking and incidental exposure) for surface waters classified as public water supplies = two liters/day; or per capita incidental daily water ingestion for surface waters not used as human drinking water sources = 0.01 liters/day
FCTL3 = mean consumption of trophic level 3 fish by regional sport fishers of regionally caught freshwater fish = 0.0036 kg/day
FCTL4 = mean consumption of trophic level 4 fish by regional sport fishers of regionally caught freshwater fish = 0.0114 kg/day
BAFHHTL3 = human health bioaccumulation factor for edible portion of trophic level 3 fish, as derived using the BAF methodology in Section 302.570
BAFHHTL4 = human health bioaccumulation factor for edible portion of trophic level 4 fish, as derived using the BAF methodology in Section 302.570
 
(Source: Added at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.590  Procedures for Determining the Lake Michigan Basin Human Health Nonthreshold Criterion (LMHHNC) or the Lake Michigan Basin Human Health Nonthreshold Value (LMHHNV)
 
A LMHHNC or LMHHNV shall be derived for those toxic substances for which any exposure, regardless of extent, carries some risk of damage from cancer or a nonthreshold toxic mechanism. For single or combinations of substances, a risk level of 1 in 100,000 (or 10-5) shall be used for the purpose of determination of a LMHHNC or LMHHNV.
 
a)  Minimum data requirements. Minimal experimental or epidemiological data requirements are incorporated in the cancer classification determined by USEPA at Appendix C II A to 40 CFR 132, incorporated by reference at Section 302.510.
 
b)  Principles for development of criteria or values:
 
1)  Animal data are fitted to a linearized multistage computer model (Global 1986 in “Mutagenicity and Carcinogenicity Assessment for 1, 3-Butadiene” September 1985 EPA/600/8-85/004A, incorporated by reference at Section 301.106 or scientifically justified equivalents). The upper-bound 95 percent confidence limit on risk at the 1 in 100,000 risk level shall be used to calculate a risk associated dose (RAD); and
 
2)  A species scaling factor shall be used to account for differences between test species and humans. Milligrams per surface area per day is an equivalent dose between species. All doses presented in mg/kg bodyweight will be converted to an equivalent surface area dose by raising the mg/kg dose to the 3/4 power.
 
c)  Determining the risk associated dose (RAD). The RAD shall be calculated using the following equation:
 

RAD = 0.00001 / q1*

 
Where:
 
RAD = risk associated dose in milligrams of toxicant or combinations of toxicants per kilogram body weight per day (mg/kg/day)
0.00001 (1 X 10-5) = incremental risk of developing cancer equal to 1 in 100,000
q1* = slope factor (mg/kg/day)-1
 
d)  Determining the Lake Michigan Basin Human Health Nonthreshold Criterion (LMHHNC) or the Lake Michigan Basin Human Health Nonthreshold Value (LMHHNV):
 
LMHHNC or LMHHNV=
 
{RAD x BW } / { WC + [(FCTL3 x BAFHHTL3) + (FCTL4 x BAFHHTL4)]}
 
Where:
 
LMHHNC or LMHHNV is in milligrams per liter (mg/L)
RAD = risk associated dose of a substance or combination of substances in milligrams per day (mg/d) which is associated with a lifetime cancer risk level equal to a ratio of 1 to 100,000
BW = weight of an average human (BW = 70 kg)
WC = per capita water consumption for surface waters classified as public water supplies = 2 liters/day, or per capita incidental daily water ingestion for surface waters not used as human drinking water sources = 0.01 liters/day
FCTL3 = mean consumption of trophic level 3 of regionally caught freshwater fish = 0.0036 kg/day
FCTL4 = mean consumption of trophic level 4 of regionally caught freshwater fish = 0.0114 kg/day
BAFHHTL3, BAFHHTL4 = bioaccumulation factor for trophic levels 3 and 4 as derived in Section 302.570
 
(Source: Added at 21 Ill. Reg. 1356, effective December 24, 1997.)
 



Section 302.595  Listing of Bioaccumulative Chemicals of Concern, Derived Criteria and Values
 
a)  The Agency shall maintain a listing of toxicity criteria and values derived pursuant to this Subpart. This list shall be made available to the public and updated whenever a new criterion or value is derived and shall be published when updated in the Illinois Register.
 
b)  A criterion or value published pursuant to subsection (a) of this Section may be proposed to the Board for adoption as a numeric water quality standard.
 
c)  The Agency shall maintain for inspection all information including, but not limited to, assumptions, toxicity data and calculations used in the derivation of any toxicity criterion or value listed pursuant to subsection (a) of this Section until adopted by the Board as a numeric water quality standard.
 
(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 



SUBPART F: PROCEDURES FOR DETERMINING WATER QUALITY CRITERIA

 



Section 302.601  Scope and Applicability
 
This Subpart contains the procedures for determining the water quality criteria set forth in Section 302.210(a), (b) and (c).
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.603  Definitions
 
As used in this Subpart, the following terms shall have the meanings specified.
 

  "Bioconcentration" means an increase in concentration of a chemical and its metabolites in an organism (or specified tissues thereof) relative to the concentration of the chemical in the ambient water acquired through contact with the water alone.
   
  "Carcinogen" means a chemical which causes an increased incidence of benign or malignant neoplasms, or a statistically significant decrease in the latency period between exposure and onset of neoplasms in at least one mammalian species or man through epidemiological or clinical studies.
   
  "EC-50" means the concentration of a substance or effluent which causes a given effect to 50% of the exposed organisms in a given time period.
   
  "LC-50" means the concentration of a toxic substance or effluent which is lethal to 50% of the exposed organisms in a given time period.
   
  "LOAEL" or "Lowest Observable Adverse Effect Level" means the lowest tested concentration of a chemical or substance which produces a statistically significant increase in frequency or severity of non-overt adverse effects between the exposed population and its appropriate control.
   
  "MATC" or "Maximum Acceptable Toxicant Concentration" means the value obtained by calculating the geometric mean of the lower and upper chronic limits from a chronic test. A lower chronic limit is the highest tested concentration which did not cause the occurrence of a specified adverse effect. An upper chronic limit is the lowest tested concentration which did cause the occurrence of a specified adverse effect and above which all tested concentrations caused such an occurrence.
   
  "NOAEL" or "No Observable Adverse Effect Level" means the highest tested concentration of a chemical or substance which does not produce a statistically significant increase in frequency or severity of non-overt adverse effects between the exposed population and its appropriate control.
   
  "Resident or Indigenous Species" means species which currently live a substantial portion of their lifecycle or reproduce in a given body of water, or which are native species whose historical range includes a given body of water.


 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.604  Mathematical Abbreviations
 
The following mathematical abbreviations have been used in this Subpart:
 

exp x base of the natural logarithm, e, raised to x- power
ln x natural logarithm of x
log x logarithm to the base 10 of x
A**B A raised to the B-power
SUM(x) summation of the values of x


(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.606  Data Requirements
 
The Agency shall review, for validity, applicability and completeness, data used in calculating criteria. To the extent available, and to the extent not otherwise specified, testing procedures, selection of test species and other aspects of data acquisition must be according to methods published by USEPA or nationally recognized standards organizations, including but not limited to those methods found in "Standard Methods", as incorporated by reference in 35 Ill. Adm. Code 301.106, or approved by the American Society for Testing and Materials as incorporated by reference in 35 Ill. Adm. Code 301.106.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.612  Determining the Acute Aquatic Toxicity Criterion for an Individual Substance - General Procedures
 
a)  A chemical specific Acute Aquatic Toxicity Criterion (AATC) is calculated using procedures specified in Sections 302.615 and 302.681 if acute toxicity data are available for at least five (5) resident or indigenous species from five (5) different North American genera of freshwater organisms including representatives of the following taxa:
 
1)  Representatives of two families in the Class Osteichthyes (Bony Fishes).
 
2)  The family Daphnidae.
 
3)  A benthic aquatic macroinvertebrate.
 
4)  A vascular aquatic plant or a third family in the Phylum Chordata which may be from the Class Osteichthyes.
 
b)  If data are not available for resident or indigenous species, data for non-resident species may be used if the non-resident species is of the same family or genus and has a similar habitat and environmental tolerance. The procedures of Section 302.615 must be used to obtain an AATC for individual substances whose toxicity is unaffected by ambient water quality characteristics. The procedures of Section 302.618 must be used if the toxicity of a substance is dependent upon some other water quality characteristic.
 
c)  If data are not available that meet the requirements of subsection (a), an AATC is calculated by obtaining at least one EC-50 or LC-50 value from both a daphnid species and either fathead minnow or bluegill. If there are data available for any other North American freshwater species, they must also be included. An AATC is calculated by dividing the lowest Species Mean Acute Value (SMAV), as determined according to Section 302.615, by 10.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.615  Determining the Acute Aquatic Toxicity Criterion - Toxicity Independent of Water Chemistry
 
If the acute toxicity of the chemical has not been shown to be related to a water quality characteristic, including but not limited to, hardness, pH, temperature, etc., the AATC is calculated by using the procedures below.
 
a)  For each species for which more than one acute value is available, the Species Mean Acute Value (SMAV) is calculated as the geometric mean of the acute values from all tests.
 
b)  For each genus for which one or more SMAVs are available, the Genus Mean Acute Value (GMAV) is calculated as the geometric mean of the SMAVs available for the genus.
 
c)  The GMAVs are ordered from high to low.
 
d)  Ranks (R) are assigned to the GMAVs from "1" for the lowest to "N" for the highest. If two or more GMAVs are identical, successive ranks are arbitrarily assigned.
 
e)  The cumulative probability, P, is calculated for each GMAV as R/(N + 1).
 
f)  The GMAVs to be used in the calculations of subsection (g) must be those with cumulative probabilities closest to 0.05. If there are less than 59 GMAVs in the total data set, the values utilized must be the lowest obtained through the ranking procedures of subsections (c) and (d). "T" is the number of GMAV's which are to be used in the calculations of subsection (g). T is equal to 4 when the data set includes at least one representative from each of the five taxa in Section 302.612 and a representative from each of the three taxa listed below. T is equal to 3 when the data includes at least one representative from each of the five taxa in Section 302.612 and from one or two of the taxa listed below. T is equal to 2 when the data set meets the minimum requirements of Section 302.612 but does not include representatives from any of the three taxa listed below. When toxicity data on any of the three taxa listed below are available, they must be used along with the minimum data required pursuant to Section 302.612.
 
1)  A benthic crustacean, unless such was used pursuant to Section 302.612(a)(3), in which case an insect must be utilized.
 
2)  A member of a phylum not used in subsections (a), (b) or f(1).
 
3)  An insect from an order not already represented.
 
g)  Using the GMAVs and T-value identified pursuant to subsection (f) and the Ps calculated pursuant to subsection (e), the Final Acute Value (FAV) and the AATC are calculated as:

 

FAV = exp(A) and
AATC = FAV/2
 
Where:
 
A = L + 0.2236 S;
 
L = [SUM(1n GMAV) - S(SUM(P**0.5))]/T; and
 
S = [[SUM((1n GMAV)**2) - ((SUM(1n GMAV))**2)/T]/[SUM(P) - ((SUM(P**0.5))**2)/T]]**0.5.
 
h)  If a resident or indigenous species, whose presence is necessary to sustain commercial or recreational activities, or prevent disruptions of the waterbody's ecosystem, including but not limited to loss of species diversity or a shift to a biotic community dominated by pollution-tolerant species, will not be protected by the calculated FAV, then the EC-50 or LC-50 for that species is used as the FAV.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 
 



Section 302.618  Determining the Acute Aquatic Toxicity Criterion - Toxicity Dependent on Water Chemistry
 
If data are available to show that a relationship exists between a water quality characteristic (WQC) and acute toxicity to two or more species, an Acute Aquatic Toxicity Criterion (AATC) may be calculated. The best documented relationship is that between the water quality characteristic, hardness and acute toxicity of metals. Although this relationship between hardness and acute toxicity is typically non-linear, it can be linearized by a logarithmic transformation (i.e. for any variable, K, f(K) = logarithm of K) of the variables and plotting the logarithm of hardness against the logarithm of acute toxicity. Similarly, relationships between acute toxicity and other water quality characteristics, such as pH or temperature, may require a transformation, including no transformation (i.e. for any variable, K, f(K) = K) for one or both variables to obtain least squares linear regression of the transformed acute toxicity values on the transformed values of the water quality characteristic. An AATC is calculated using the following procedures:
 
a)  For each species for which acute toxicity values are available at two or more different values of the water quality characteristic, a linear least squares regression of the transformed acute toxicity (TAT) values on the transformed water quality characteristic (TWQC) values is performed to obtain the slope of the line describing the relationship.
 
b)  Each of the slopes determined pursuant to subsection (a) is evaluated as to whether or not it is statistically valid, taking into account the range and number of tested values of the water quality characteristic and the degree of agreement within and between species. If slopes are not available for at least one fish and one invertebrate species, or if the available slopes are too dissimilar, or if too few data are available to define the relationship between acute toxicity and the water quality characteristic, then the AATC must be calculated using the procedures in Section 302.615.
 
c)  Normalize the TAT values for each species by subtracting W, the arithmetic mean of the TAT values of a species from each of the TAT values used in the determination of the mean, such that the arithmetic mean of the normalized TAT values for each species individually or for any combination of species is zero (0.0).
 
d)  Normalize the TWQC values for each species using X, the arithmetic mean of the TWQC values of a species, in the same manner as in subsection (c).
 
e)  Group all the normalized data by treating them as if they were from a single species and perform at least squares linear regression of all the normalized TAT values on the corresponding normalized TWQC values to obtain the pooled acute slope, V.
 
f)  For each species, the graphical intercept representing the species TAT intercept, f(Y), at a specific selected value, Z, of the WQC is calculated using the equation:
 
f (Y)= W - V (X - g (Z))
 
Where:
 
f ( ) is the transformation used to convert acute toxicity values to TAT values;
 
Y is the species acute toxicity intercept or species acute intercept;
 
W is the arithmetic mean of the TAT values as specified in subsection (c);
 
V is the pooled acute slope as specified in subsection (e);
 
X is the arithmetic mean of the TWQC values as specified in subsection (d);
 
g ( ) is the transformation used to convert the WQC values to TWQC values; and
 
Z is a selected value of the WQC.
 
g)  For each species, determine the species acute intercept, Y, by carrying out an inverse transformation of the species TAT value, f (Y). For example, in the case of a logarithmic transformation, Y = antilogarithm of (f (Y)); or in the case where no transformation is used, Y = f  (Y).
 
h)  The Final Acute Intercept (FAI) is derived by using the species acute intercepts, obtained from subsection (g), in accordance with the procedures described in Section 302.615(b) through (g), with the word "value" replaced by the word "intercept". Note that in this procedure geometric means and natural logarithms are always used.
 
i)  The Aquatic Acute Intercept (AAI) is obtained by dividing the FAI by two.
 
j)  The AATC at any value of the WQC, denoted by WQCx, is calculated using the terms defined in subsection (f) and the equation:
 
AATC = exp[V (g(WQCx) - g(Z)) + f (AAI)].
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 
 



Section 302.621  Determining the Acute Aquatic Toxicity Criterion - Procedure for Combinations of Substances
 
An AATC for any combination of substances (including effluent mixtures) must be determined by the following toxicity testing procedures:
 
a)  Not more than 50% of test organisms from the most sentitive species tested may exhibit mortality or immobility after a 48-hour test for invertebrate or a 96-hour test for fishes.
 
b)  Three resident or indigenous species of ecologically diverse taxa must be tested initially. If resident or indigenous species are not available for testing, non-resident species may be used if the non-resident species is of the same family or genus and has a similar habitat and environmental tolerance.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 
Section 302.627  Determining the Chronic Aquatic Toxicity Criterion for an Individual Substance - General Procedures
 
a)  A chemical-specific Chronic Aquatic Toxicity Criterion (CATC) is calculated using procedures specified in subsection (b) when chronic toxicity data are available for at least five species from five different North American genera of freshwater organisms, including representatives from the following taxa:
 
1)  Representatives of two families in the Class Osteichthyes (Bony Fishes).
 
2)  The family Daphnidae.
 
3)  A benthic aquatic macroinvertebrate.
 
4)  An alga (96-hour test) or a vascular aquatic plant.
 
b)  A CATC is derived in the same manner as the FAV in Sections 302.615 or 302.618 by substituting CATC for FAV or FAI, chronic for acute, MATC for LC-50, SMCV (Species Mean Chronic Value) for SMAV, and GMCV (Genus Mean Chronic Value) for GMAV.
 
c)  If data are not available to meet the requirements of subsection (a), a CATC is calculated by dividing the FAV by the highest acute-chronic ratio obtained from at least one fish and one invertebrate species. The acute-chronic ratio for a species equals the acute toxicity concentration from data considered under Sections 302.612 through 302.618, divided by the chronic toxicity concentration from data calculated under subsections (a) and (b) subject to the following conditions:
 
1)  If the toxicity of a substance is related to any water quality characteristic (WQC), the acute-chronic ratio must be based on acute and chronic toxicity data obtained from organisms exposed to test water with WQC values that are representative of the WQC values of the waterbody under consideration. Preference under this subsection must be given to data from acute and chronic tests done by the same author or in the same reference in order to increase the likelihood of comparable test conditions.
 
2)  If the toxicity of a substance is unrelated to water quality parameters, the acute-chronic ratio may be derived from any acute and chronic test on a species regardless of the similarity in values of those water quality parameters. Preference under this subsection must be given to data from acute and chronic tests done on the same organisms or their descendants.
 
3)  If there is more than one acute-chronic ratio for a species, a geometric mean of the ratio is calculated, corrected for the relationship of toxicity to water quality parameters.
 
4)  If the acute and chronic toxicity data indicate that the acute-chronic ratio varies with changes in water quality parameters, the acute-chronic ratio used over specified values of the water quality parameters must be based on the ratios at water quality parameter values closest to those specified.
 
5)  If acute and chronic toxicity data are unavailable to determine an acute-chronic ratio for at least two North American freshwater species, a ratio of 25 shall be used.
 
d)  If a resident or indigenous species whose presence is necessary to sustain commercial or recreational activities, or prevent disruptions of the waterbody's ecosystem, including but not limited to loss of species diversity or a shift to a biotic community dominated by pollution-tolerant species, will not be protected by the calculated CATC, then the MATC for that species is used as the CATC.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.630  Determining the Chronic Aquatic Toxicity Criterion - Procedure for Combinations of Substances
 
A CATC for any combination of substances (including effluent mixtures) may be determined by toxicity testing procedures pursuant to the following:
 
a)  No combination of substances may exceed concentrations greater than a NOAEL as determined for the most sensitive of the species tested.
 
b)  Three resident or indigenous species of ecologically diverse taxa must be tested initially. If resident or indigenous species are not available for testing, non-resident species may be used if the non-resident species is of the same family or genus and has a similar habitat and environmental tolerance.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.633  The Wild and Domestic Animal Protection Criterion
 
The Wild and Domestic Animal Protection Criterion (WDAPC) is the concentration of a substance which if not exceeded protects Illinois wild and domestic animals from adverse effects, such as functional impairment or pathological lesions, resulting from ingestion of surface waters of the State and from ingestion of aquatic organisms taken from surface waters of the State.
 
a)  For those substances for which a NOAEL has been derived from studies of mammalian or avian species exposed to the substance via oral routes including gavage, the lowest NOAEL among species must be used in calculating the WDAPC. Additional considerations in selecting NOAEL include:
 
1)  If the NOAEL is given in milligrams of toxicant per liter of water consumed (mg/L), prior to calculating the WDAPC, the NOAEL must be multiplied by the daily average volume of water consumed by the test animals in liters per day (L/d) and divided by the average weight of the test animals in kilograms (kg).
 
2)  If the NOAEL is given in milligrams of toxicant per kilogram of food consumed (mg/kg), prior to calculating the WDAPC, the NOAEL must be multiplied by the average amount of food in kilograms consumed daily by the test animals (kg/d) and divided by the average weight of the test animals in kilograms (kg).
 
3)  If the animals used in a study were not exposed to the toxicant each day of the test period, the NOAEL must be multiplied by the ratio of days of exposure to the total days in the test period.
 
4)  If more than one NOAEL is available for the same animal species, the geometric mean of the NOAELs must be used to calculate the WDAPC.
 
b)  For those substances for which a NOAEL is not available but the lowest observed adverse effect level (LOAEL) has been derived from studies of animal species exposed to the substance via oral routes including gavage, one-tenth of the LOAEL shall be substituted for the NOAEL.
 
c)  The LOAEL must be selected in the same manner as that specified for the NOAEL in subsection (a).
 
d)  The WDAPC, measured in milligrams per liter (mg/L), is calculated according to the equation:
 
WDAPC = [0.1 NOAEL x Wt]/[W + (F x BCF)]
 
Where:
 
NOAEL is derived from mammalian or avian studies as specified in subsections (a) and (b), and is measured in units of milligrams of substance per kilogram of body weight per day (mg/kg-d);
 
Wt = Average weight in kilograms (kg) of the test animals;
 
W = Average daily volume of water in liters consumed per day (L/d) by the test animals;
 
F = Average daily amount of food consumed by the test
animals in kilograms (kg/d);
 
BCF = Aquatic life Bioconcentration Factor with units of liter per kilogram (L/kg), as derived in Sections 302.660 through 302.666; and
 
The 0.1 represents an uncertainty factor to account for species variability.
 
e)  If no studies pertaining to the toxic substance in question can be found by the Agency, no criterion can be determined.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.642  The Human Threshold Criterion
 
The Human Threshold Criterion (HTC) of a substance is that concentration or level of a substance at which humans are protected from adverse effects resulting from incidental exposure to, or ingestion of, surface waters of the State and from ingestion of aquatic organisms taken from surface waters of the State. HTCs are derived for those toxic substances for which there exists a threshold dosage or concentration below which no adverse effect or response is likely to occur.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.645  Determining the Acceptable Daily Intake
 
The Acceptable Daily Intake (ADI) is the maximum amount of a substance which, if ingested daily for a lifetime, results in no adverse effects to humans. Subsections (a) through (e) list, in the order of preference, methods for determining the acceptable daily intake.
 
a)  The lowest of the following ADI values:
 
1)  For those substances which are listed with a maximum contaminant level in 40 CFR 141, incorporated by reference in 35 Ill. Adm. Code 301.106, or in 35 Ill. Adm. Code 611, the ADI equals the product of multiplying the maximum contaminant level given in milligrams per liter (mg/L) by 2 liters per day (L/d).
 
2)  For those substances which are listed with a maximum allowable concentration standard in 35 Ill. Adm. Code: Subtitle F, the acceptable daily intake equals the product of multiplying the public health enforcement standard given in milligrams per liter (mg/L) by 2 liters per day (L/d).
 
b)  For those substances for which a no observed adverse effect level (NOAEL-H) for humans exposed to the substance in drinking water has been derived, the acceptable daily intake equals the product of multiplying one-tenth of the NOAEL-H given in milligrams of toxicant per liter of water consumed (mg/L) by 2 liters per day (L/d). The lowest NOAEL-H must be used in the calculation of the acceptable daily intake.
 
c)  For those substances for which the lowest observed adverse effect level (LOAEL-H) for humans exposed to the substance in drinking water has been derived, one-hundredth of the LOAEL-H may be substituted for the NOAEL-H in subsection (b).
 
d)  For those substances for which a no observed adverse effect level (NOAEL-A) has been derived from studies of mammalian test species exposed to the substance via oral routes including gavage, the acceptable daily intake equals the product of multiplying 1/100 of the NOAEL-A given in milligrams toxicant per day per kilogram of test species weight (mg/kg-d) by the average weight of an adult human of 70 kilograms (kg). The lowest NOAEL-A among animal species must be used in the calculation of the acceptable daily intake. Additional considerations in selecting the NOAEL-A include:
 
1)  If the NOAEL-A is given in milligrams of toxicant per liter of water consumed (mg/L) then, prior to calculating the acceptable daily intake, the NOAEL-A must be multiplied by the daily average volume of water consumed by the mammalian test species in liters per day (L/d) and divided by the average weight of the mammalian test species in kilograms (kg).
 
2)  If the NOAEL-A is given in milligrams of toxicant per kilogram of food consumed (mg/kg), prior to calculating the acceptable daily intake the NOAEL-A must be multiplied by the average amount in kilograms of food consumed daily by the mammalian test species (kg/d) and divided by the average weight of the mammalian test species in kilograms (kg).
 
3)  If the mammalian test species were not exposed to the toxicant each day of the test period, the NOAEL-A must be multiplied by the ratio of days of exposure to the total days of the test period.
 
4)  If more than one NOAEL-A is available for the same mammalian test species, the geometric mean of the NOAEL-As must be used.
 
e)  For those substances for which a NOAEL-A is not available but the lowest observed adverse effect level (LOAEL-A) has been derived from studies of mammalian test species exposed to the substance via oral routes including gavage, one-tenth of the LOAEL-A may be substituted for the NOAEL-A in subsection (d). The LOAEL-A must be selected in the same manner as that specified for the NOAEL-A in subsection (d).
 
f)  If no studies pertaining to the toxic substance in question can be found by the Agency, no criterion can be determined.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.648  Determining the Human Threshold Criterion
 
The HTC is calculated according to the equation:
 
HTC = ADI/[W + (F x BCF)]
 
 where:
 

HTC
=
Human health protection criterion in milligrams per liter (mg/L);
ADI
=
Acceptable daily intake of substance in milligrams per day (mg/d) as specified in Section 302.645;
W
=
Per capita daily water consumption equal to 2 liters per day (L/d) for surface waters at the point of intake of a public or food processing water supply, or equal to 0.01 liters per day (L/d) which represents incidental exposure through contact or ingestion of small volumes of water while swimming or during other recreational activities for areas which are determined to be public access areas pursuant to Section 302.102 (b)(3), or 0.001 liters per day (L/d) for other General Use waters;
F
=
Assumed daily fish consumption in the United States equal to 0.020 kilograms per day (kg/d); and
BCF
=
Aquatic organism Bioconcentration Factor with units of liter per kilogram (L/kg) as derived in Sections 302.660 through 302.666.


(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 



Section 302.651  The Human Nonthreshold Criterion
 
The Human Nonthreshold Criterion (HNC) of a substance is that concentration or level of a substance at which humans are protected from an unreasonable risk of disease caused by a nonthreshold toxic mechanism as a result of incidental exposure to or ingestion of surface waters of the State and from ingestion of aquatic organisms taken from surface waters of the State. HNCs are derived for those toxic substances for which any exposure, regardless of extent, carries some risk of damage as specified in subsections (a) and (b).
 
a)  For single substances, a risk level of one in one million (1 in 1,000,000) shall be allowed (i.e, considered acceptable) for the purposes of determination of an HNC.
 
b)  For mixtures of substances, an additive risk level of one in one hundred thousand (1 in 100,000) shall be allowed (i.e, considered acceptable) for the purposes of determination of an HNC.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.654  Determining the Risk Associated Intake
 
The Risk Associated Intake (RAI) is the maximum amount of a substance which if ingested daily for a lifetime is expected to result in the risk of one additional case of human cancer in a population of one million. Where more than one carcinogenic chemical is present, the RAI shall be based on an allowed additive risk of one additional case of cancer in a population of one hundred thousand. The RAI must be derived as specified in subsections (a) through (c).
 
a)  For those substances for which a human epidemiologic study has been performed, the RAI equals the product of the dose from exposure in units of milligrams toxicant per kilogram body weight per day (mg/kg-d) that results in a 70-year lifetime cancer probability of one in one million, times the average weight of an adult human of 70 kilograms (kg). The resulting RAI is expressed in milligrams toxicant per day (mg/d). If more than one human epidemiologic study is available, the lowest exposure level resulting in a 70-year lifetime probability of cancer equal to a ratio of one in one hundred thousand must be used in calculating the RAI.
 
b)  In the absence of an epidemiologic study, for those toxic substances for which a carcinogenic potency factor (CPF) has been derived from studies of mammalian test species the risk associated intake is calculated from the equation:
 
RAI = K/CPF
 
Where:
 
RAI = Risk associated intake in milligrams per day (mg/d);
 
K = A constant consisting of the product of the average weight of an adult human, assumed to be 70 kg, and the allowed cancer risk level of one in one million (1/1,000,000); and
 
CPF = Carcinogenic Potency Factor is the risk of one additional cancer per unit dose from exposure. The CPF is expressed in units of inverse milligrams per kilogram-day (1/mg/kg-d) as derived in subsections (b)(1) through (b)(7).
 
1)  Only those studies which fulfill the data requirement criteria of Section 302.606 shall be used in calculating the CPF.
 
2)  The linear non-threshold dose-response relationship developed in the same manner as in the USEPA document "Mutagenicity and Carcinogenicity Assessment of 1,3-butadiene", incorporated by reference in 35 Ill. Adm. Code 301.106 shall be used in obtaining the unit risk, defined as the 95th percentile upper bound risk of one additional cancer resulting from a life time exposure to a unit concentration of the substance being considered. The CPF shall be estimated from the unit risk in accordance with subsection (b)(7). In calculating a CPF, the Agency must review alternate scientifically valid protocols if so requested.
 
3)  If in a study of a single species more than one type of tumor is induced by exposure to the toxic substance, the highest of the CPFs is used.
 
4)  If two or more studies vary in either species, strain or sex of the test animal, or in tumor type, the highest CPF is used.
 
5)  If more than one tumor of the same type is found in some of the test animals, these should be pooled so that the dose response relationship is dose versus number of tumors per animal. The potency estimate for this dose response relationship is used if it is higher than estimates resulting from other methods.
 
6)  If two or more studies are identical regarding species, strain and sex of the test animal, and tumor type, the highest of the CPFs is used.
 
7)  Calculation of an equivalent dose between animal species and humans using a surface area conversion, and conversion of units of exposure to dose in milligrams of toxicant per kilogram of body weight per day (mg/kg-d) must be performed as specified in the USEPA document "Mutagenicity and Carcinogenicity Assessment of 1,3-butadiene", incorporated by reference in 35 Ill. Adm. Code 301.106.
 
c)  If both a human epidemiologic study and a study of mammalian test species are available for use in subsections (a) and (b), the risk associated intake is determined as follows:
 
1)  When the human epidemiologic study provides evidence of a carcinogenic effect on humans, the RAI is calculated from the human epidemiology study as specified in subsection (a).
 
2)  When the mammalian study provides evidence a carcinogenic effect on humans, but the human epidemiologic study does not, a cancer risk to humans is assumed and the risk associated intake is calculated as specified in subsection (b).
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.657  Determining the Human Nonthreshold Criterion
 
The HNC is calculated according to the equation:
 

HNC = RAI/[W + (F x BCF)]

 
where:
 

HNC = Human Nonthreshold Protection Criterion in milligrams per liter (mg/L);
RAI = Risk Associated Intake of a substance in milligrams per day (mg/d) which is associated with a lifetime cancer risk level equal to a ratio of one to 1,000,000 as derived in Section 302.654;
W = Per capita daily water consumption equal to 2 liters per day (L/d) for surface waters at the point of intake of a public or food processing water supply, or equal to 0.01 liters per day (L/d) which represents incidental exposure through contact or ingestion of small volumes of water while swimming or during other recreational activities for areas which are determined to be public access areas pursuant to Section 302.102(b)(3), or 0.001 liters per day (L/d) for other General Use waters;
F = Assumed daily fish consumption in the United States equal to 0.020 kilograms per day (kg/d); and
BCF = Aquatic Life Bioconcentration Factor with units of liter per kilogram (L/kg) as derived in Section 302.663.


(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 



Section 302.658  Stream Flow for Application of Human Nonthreshold Criterion
 
The HNC shall apply at all times except during periods when flows are less than the harmonic mean flow (Qhm), as determined by:
 
Qhm = N / SUM(1/Qi)
 
Where:
 
Qhm = harmonic mean flow,
 
N = number of daily values for stream flows, and
 
Qi = daily streamflow value on day i.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.660  Bioconcentration Factor
 
A Bioconcentration Factor is used to relate substance residue in aquatic organisms to the concentration of the substance in the waters in which the organisms reside.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 



Section 302.663  Determination of Bioconcentration Factors
 
A Bioconcentration Factor equals the concentration of a substance in all or part of an aquatic organism in milligrams per kilogram of wet tissue weight (mg/kg), divided by the concentration of the substance in the water to which the organism is exposed in milligrams of the substance per liter of water (mg/L).
 
a)  The Bioconcentration Factor is calculated from a field study if the following conditions are met:
 
1)  Data are available to show that the concentration of the substance in the water to which the organism was exposed remained constant over the range of territory inhabited by the organism and for a period of time exceeding 28 days;
 
2)  Competing mechanisms for removal of the substance from solution did not affect the bioavailability of the substance; and
 
3)  The concentration of the substance to which the organism was exposed is less than the lowest concentration causing any adverse effects on the organism.
 
b)  In the absence of a field-derived Bioconcentration Factor, the Bioconcentration Factor is calculated from a laboratory test if the following conditions are met:
 
1)  The Bioconcentration Factor was calculated from measured concentrations of the toxic substance in the test solution;
 
2)  The laboratory test was of sufficient duration to have reached steady-state which is defined as a less than 10 percent change in the calculated Bioconcentration Factor over a 2-day period or 16 percent of the test duration whichever is longer. In the absence of a laboratory test which has reached steady-state, the Bioconcentration Factor may be calculated from a laboratory test with a duration greater than 28 days if more than one test is available for the same species of organism;
 
3)  The concentration of the toxic substance to which the test organism was exposed is less than the lowest concentration causing any adverse effects on the organism;
 
4)  If more than one Bioconcentration Factor for the same species is available, the geometric mean of the Bioconcentration Factors is used; and
 
5)  The Bioconcentration Factor is calculated on a wet tissue weight basis. A Bioconcentration Factor calculated using dry tissue weight shall be converted to a wet tissue weight basis by multiplying the dry weight bioconcentration value by 0.1 for plankton and by 0.2 for individual species of fishes and invertebrates.
 
c)  In the absence of any Bioconcentration Factors measured from field studies as specified in subsection (a) or laboratory studies which have reached steady-state as specified in subsection (b), the Bioconcentration Factor is calculated according to the equation:
 
log BCF = A + B log Kow
 
Where:
 
BCF = Bioconcentration Factor;
 
Kow = The octanol/water partition coefficient measured as specified in ASTM E 1147, incorporated by reference in 35 Ill. Adm. Code 301.106 (If the Kow is not available from laboratory testing, it shall be calculated from structure-activity relationships or available regression equations.); and
 
The constants A = -0.23 and B = 0.76 shall be used unless a change in the value of the constants is requested (The Agency shall honor requests for changes only if such changes are accompanied by scientifically valid supporting data.).
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 
 



Section 302.666  Utilizing the Bioconcentration Factor
 
The Bioconcentration Factor derived in Section 302.663 is used to calculate water quality criteria for a substance as specified below:
 
a)  When calculating a WDAPC as described in Section 302.633, the geometric mean of all available steady-state whole body Bioconcentration Factors for fish and shellfish species which constitutes or represents a portion of the diet of indigenous wild and domestic animal species is used. Additional considerations in deriving a Bioconcentration Factor include:
 
1)  An edible portion Bioconcentration Factor is converted to a whole body Bioconcentration Factor for a fish or shellfish species by multiplying the edible portion Bioconcentration Factor by the ratio of the percent lipid in the whole body to the percent lipid in the edible portion of the same species.
 
2)  A Bioconcentration Factor calculated as described in Section 302.663(c) is converted to a whole body Bioconcentration Factor by multiplying the calculated Bioconcentration Factor by the ratio of the percent lipid in the whole body to 7.6.
 
b)  When calculating either a human threshold criterion or a human nonthreshold criterion as described in Sections 302.642 through 302.648 and Sections 302.651 through 302.657, respectively, the geometric mean of all available edible portion Bioconcentration Factors for fish and shellfish species consumed by humans is used. Additional considerations in deriving a Bioconcentration Factor include:
 
1)  Edible portions include:
 
A)  Decapods -- muscle tissue.
 
B)  Bivalve molluscs -- total living tissue.
 
C)  Scaled fishes -- boneless, scaleless filets including skin except for bloater chubs in which the edible portion is the whole body excluding head, scales and visera.
 
D)  Smooth-skinned fishes -- boneless, skinless filets.
 
2)  A whole body Bioconcentration Factor is converted to an edible portion Bioconcentration Factor by multiplying the whole body Bioconcentration Factor of a species by the ratio of the percent lipid in the edible portion to the percent lipid in the whole body of the same species.
 
3)  A Bioconcentration Factor calculated as described in Section 302.663 is converted to an edible portion Bioconcentration Factor by multiplying the calculated Bioconcentration Factor by the ratio of the percent lipid in the edible portion to 7.6.
 
(Source: Added at 14 Ill. Reg. 2899, effective February 13, 1990)
 
 



Section 302.669  Listing of Derived Criteria
 
a)  The Agency shall develop and maintain a listing of toxicity criteria pursuant to this Subpart. This list shall be made available to the public and updated whenever a new criterion is derived and shall be published when updated in the Illinois Register.
 
b)  A criterion published pursuant to subsection (a) may be proposed to the Board for adoption as a numeric water quality standard.
 
c)  The Agency shall maintain for inspection all information including, but not limited to, assumptions, toxicity data and calculations used in the derivation of any toxicity criterion listed pursuant to subsection (a) until adopted by the Board as a water quality standard.
 
(Source: Amended at 36 Ill. Reg. 18871, effective December 12, 2012)
 



Section 302.APPENDIX A REFERENCES TO PREVIOUS RULES
 
The following table is provided to aid in referencing old Board rule numbers to section numbers pursuant to codification.
 

Chapter 3: Water Pollution 35 Ill. Admin. Code
Part II, Water Quality Standards Parts 302 and 303
   
Unnumbered Preamble Section 302.101
Rule 201 Section 302.102
Rule 202 Section 302.103
Rule 203 Section 302.201,
  Section 302.202,
  Section 303.201
Rule 203(a) Section 302.203
Rule 203(b) Section 302.204
Rule 203(c) Section 302.205
Rule 203(d) Section 302.206
Rule 203(e) Section 302.207
Rule 203(f) Section 302.208
Rule 203(g) Section 302.209
Rule 203(h) Section 302.210
Rule 203(i) Section 302.211(a)
Rule 203(i)(1) Section 302.211(b)
Rule 203(i)(2) Section 302.211(c)
Rule 203(i)(3) Section 302.211(d)
Rule 204(i)(4) Section 302.211(e)
  Section 303.311
  Section 303.321
  Section 303.331
  Section 303.341
  Section 303.351
  Section 303.361
Rule 203(i) (Unnumbered Paragraph) Section 302.104
Rule 203(i)(5) Section 302.211(f)
Rule 203(i)(6) Section 302.211(g)
Rule 203(i)(7) Section 302.211(h)
Rule 203(i)(8) Section 302.211(i)
Rule 203(i)(9) Deleted
Rule 203(i)(10) Section 302.211(j), 303.500
Rule 203(i)(11)(bb) Section 303.502
Rule 203.1(a) Section 303.312
Rule 203.1(b) Section 303.352
Rule 204 Section 302.301
  Section 302.302
  Section 303.202
Rule 204(a) Section 302.303
Rule 204(b) Section 302.304
Rule 204(c) Section 302.305
Rule 205 Section 302.401
Rule 205(a) Section 302.403
Rule 205(b) Section 302.404
Rule 205(c) Section 302.405
Rule 205(d) Section 302.406
Rule 205(e) Section 302.407
Rule 205(f) Section 302.408
Rule 205(g) Section 302.409
Rule 205(h) Section 302.410
Rule 206 Section 302.501
Rule 206(a) Section 302.502
Rule 206(b) Section 302.503
Rule 206(c) Section 302.504
Rule 206(d) Section 302.505
Rule 206(e) Section 302.506(a)
Rule 206(e)(1)(A) Section 302.507(a)
Rule 206(e)(1)(B) Section 302.507(b)
Rule 206(e)(1)(C) Section 302.506(b)
Rule 206(e)(1)(D) Section 302.506(c)
Rule 206(e)(2) Section 302.508
Rule 206(e)(3) Section 302.509
Rule 207 Section 303.203
Rule 208 Section 302.105



Section 302.APPENDIX B Sources of Codified Sections
 

35 Ill. Adm. Code Chapter 3: Water Pollution
Parts 302 and 303 Part II, Water Quality Standards
  Part III, Water Use Designations
   
Section  
   
302.101 General, Unnumbered preamble to Part II
302.102(a) Rule 201(a)
302.102(b) Rule 201(a)
302.102(c) Rule 201(b)
302.103 Rule 202
302.104 Rule 203(i)
302.105 Rule 208
302.201 General, Rule 203
302.202 Rule 203
302.203 Rule 203(a)
302.204 Rule 203(b)
302.205 Rule 203(c)
302.206 Rule 203(d)
302.207 Rule 203(e)
302.208 Rule 203(f)
302.209 Rule 203(g)
302.210 Rule 203(h)
302.211(a) Rule 203(i)
302.211(b) Rule 203(i)(1)
302.211(c) Rule 203(i)(2)
302.211(d) Rule 203(i)(3)
302.211(e) Rule 203(i)(4)
302.211(f) Rule 203(i)(5)
302.211(g) Rule 203(i)(6)
302.211(h) Rule 203(i)(7)
302.211(i) Rule 203(i)(8)
302.211(j) Rule 203(i)(10)
302.301 General, Rule 204, Rule 303
302.302 Rule 204
302.303 Rule 204(a)
302.304 Rule 204(b)
302.305 Rule 204(c)
302.401 General, Rule 205, Rule 302
302.402 Rule 302
302.403 Rule 205(a)
302.404 Rule 205(b)
302.405 Rule 205(c)
302.406 Rule 205(d)
302.407 Rule 205(e)
302.408 Rule 205(f)
302.409 Rule 205(g)
302.410 Rule 205(h)
302.501 General, Rule 206
302.502 Rule 206(a)
302.503 Rule 206(b)
302.504 Rule 206(c)
302.505 Rule 206(d)
302.506(a) Rule 206(e)
302.506(b) Rule 206(e)(1)(C)
302.506(c) Rule 206(e)(1)(D)
302.507(a) Rule 206(e)(1)(A)
302.507(b) Rule 206(e)(1)(B)
302.508 Rule 206(e)(2)
302.509 Rule 206(e)(3)


Section 302.APPENDIX C Maximum total ammonia nitrogen concentrations allowable for certain combinations of pH and temperature
 

 

Section 302.TABLE A pH-Dependent Values of the AS (Acute Standard)

 

 
pH
 
 
Acute Standard (mg/L)
£ 7.6
7.7
7.8
7.9
8.0
8.1
8.2
8.3
8.4
8.5
8.6
8.7
8.8
8.9
9.0
 
15.0
14.4
12.1
10.1
8.41
6.95
5.73
4.71
3.88
3.20
2.65
2.20
1.84
1.56
1.32


 
(Source: Added at 26 Ill. Reg.16931, effective November 8, 2002)
 
Section 302.TABLE B Temperature and pH-Dependent Values of the CS (Chronic Standard) for Fish Early Life Stages Absent

 

pH
Temperature, ° Celsius

                     

  0-7 8 9 10 11 12 13 14 15 16

6 11.3 10.6 9.92 9.30 8.72 8.17 7.66 7.19 6.74 6.32

6.1 11.2 10.5 9.87 9.25 8.67 8.13 7.62 7.15 6.70 6.28

6.2 11.2 10.5 9.81 9.19 8.62 8.08 7.58 7.10 6.66 6.24

6.3 11.1 10.4 9.73 9.12 8.55 8.02 7.52 7.05 6.61 6.19

6.4 11.0 10.3 9.63 9.03 8.47 7.94 7.44 6.98 6.54 6.13

6.5 10.8 10.1 9.51 8.92 8.36 7.84 7.35 6.89 6.46 6.06

6.6 10.7 9.99 9.37 8.79 8.24 7.72 7.24 6.79 6.36 5.97

6.7 10.5 9.81 9.20 8.62 8.08 7.58 7.11 6.66 6.25 5.86

6.8 10.2 9.58 8.98 8.42 7.90 7.40 6.94 6.51 6.10 5.72

6.9 9.93 9.31 8.73 8.19 7.68 7.20 6.75 6.33 5.93 5.56

7 9.60 9.00 8.43 7.91 7.41 6.95 6.52 6.11 5.73 5.37

7.1 9.20 8.63 8.09 7.58 7.11 6.67 6.25 5.86 5.49 5.15

7.2 8.75 8.20 7.69 7.21 6.76 6.34 5.94 5.57 5.22 4.90

7.3 8.24 7.73 7.25 6.79 6.37 5.97 5.60 5.25 4.92 4.61

7.4 7.69 7.21 6.76 6.33 5.94 5.57 5.22 4.89 4.59 4.30

7.5 7.09 6.64 6.23 5.84 5.48 5.13 4.81 4.51 4.23 3.97

7.6 6.46 6.05 5.67 5.32 4.99 4.68 4.38 4.11 3.85 3.61

7.7 5.81 5.45 5.11 4.79 4.49 4.21 3.95 3.70 3.47 3.25

7.8 5.17 4.84 4.54 4.26 3.99 3.74 3.51 3.29 3.09 2.89

7.9 4.54 4.26 3.99 3.74 3.51 3.29 3.09 2.89 2.71 2.54

8 3.95 3.70 3.47 3.26 3.05 2.86 2.68 2.52 2.36 2.21

8.1 3.41 3.19 2.99 2.81 2.63 2.47 2.31 2.17 2.03 1.91

8.2 2.91 2.73 2.56 2.40 2.25 2.11 1.98 1.85 1.74 1.63

8.3 2.47 2.32 2.18 2.04 1.91 1.79 1.68 1.58 1.48 1.39

8.4 2.09 1.96 1.84 1.73 1.62 1.52 1.42 1.33 1.25 1.17

8.5 1.77 1.66 1.55 1.46 1.37 1.28 1.20 1.13 1.06 0.99

8.6 1.49 1.40 1.31 1.23 1.15 1.08 1.01 0.95 0.89 0.84

8.7 1.26 1.18 1.11 1.04 0.98 0.92 0.86 0.80 0.75 0.71

8.8 1.07 1.01 0.94 0.88 0.83 0.78 0.73 0.68 0.64 0.60

8.9 0.92 0.86 0.81 0.76 0.71 0.66 0.62 0.58 0.55 0.51

9.0 0.79 0.74 0.69 0.65 0.61 0.57 0.54 0.50 0.47 0.44


* At 15 ° C and above, the criterion for fish ELS Absent is the same as the criterion for fish ELS Present.
 
(Source: Added at 26 Ill. Reg. 16931, effective November 8, 2002)
 
Section 302.TABLE C Temperature and pH-Dependent Values of the CS (Chronic Standard)for Fish Early Life Stages Present
 

pH
Temperature, ° Celsius

  0 14 16 18 20 22 24 26 28 30

6 6.95 6.95 6.32 5.55 4.88 4.29 3.77 3.31 2.91 2.56

6.1 6.91 6.91 6.28 5.52 4.86 4.27 3.75 3.30 2.90 2.55

6.2 6.87 6.87 6.24 5.49 4.82 4.24 3.73 3.28 2.88 2.53

6.3 6.82 6.82 6.19 5.45 4.79 4.21 3.70 3.25 2.86 2.51

6.4 6.75 6.75 6.13 5.39 4.74 4.17 3.66 3.22 2.83 2.49

6.5 6.67 6.67 6.06 5.33 4.68 4.12 3.62 3.18 2.80 2.46

6.6 6.57 6.57 5.97 5.25 4.61 4.05 3.56 3.13 2.75 2.42

6.7 6.44 6.44 5.86 5.15 4.52 3.98 3.50 3.07 2.70 2.37

6.8 6.29 6.29 5.72 5.03 4.42 3.89 3.42 3.00 2.64 2.32

6.9 6.12 6.12 5.56 4.89 4.30 3.78 3.32 2.92 2.57 2.25

7 5.91 5.91 5.37 4.72 4.15 3.65 3.21 2.82 2.48 2.18

7.1 5.67 5.67 5.15 4.53 3.98 3.50 3.08 2.70 2.38 2.09

7.2 5.39 5.39 4.90 4.31 3.78 3.33 2.92 2.57 2.26 1.99

7.3 5.08 5.08 4.61 4.06 3.57 3.13 2.76 2.42 2.13 1.87

7.4 4.73 4.73 4.30 3.78 3.32 2.92 2.57 2.26 1.98 1.74

7.5 4.36 4.36 3.97 3.49 3.06 2.69 2.37 2.08 1.83 1.61

7.6 3.98 3.98 3.61 3.18 2.79 2.45 2.16 1.90 1.67 1.47

7.7 3.58 3.58 3.25 2.86 2.51 2.21 1.94 1.71 1.50 1.32

7.8 3.18 3.18 2.89 2.54 2.23 1.96 1.73 1.52 1.33 1.17

7.9 2.80 2.80 2.54 2.24 1.96 1.73 1.52 1.33 1.17 1.03

8 2.43 2.43 2.21 1.94 1.71 1.50 1.32 1.16 1.02 0.90

8.1 2.10 2.10 1.91 1.68 1.47 1.29 1.14 1.00 0.88 0.77

8.2 1.79 1.79 1.63 1.43 1.26 1.11 0.97 0.86 0.75 0.66

8.3 1.52 1.52 1.39 1.22 1.07 0.94 0.83 0.73 0.64 0.56

8.4 1.29 1.29 1.17 1.03 0.91 0.80 0.70 0.62 0.54 0.48

8.5 1.09 1.09 0.99 0.87 0.76 0.67 0.59 0.52 0.46 0.40

8.6 0.92 0.92 0.84 0.73 0.65 0.57 0.50 0.44 0.39 0.34

8.7 0.78 0.78 0.71 0.62 0.55 0.48 0.42 0.37 0.33 0.29

8.8 0.66 0.66 0.60 0.53 0.46 0.41 0.36 0.32 0.28 0.24

8.9 0.56 0.56 0.51 0.45 0.40 0.35 0.31 0.27 0.24 0.21

9 0.49 0.49 0.44 0.39 0.34 0.30 0.26 0.23 0.20 0.18


(Source: Added at 26 Ill. Reg. 16931, effective November 8, 2002)
 

 

302.Appendix D   Section 302.206(d): Stream Segments for Enhanced Dissolved Oxygen Protection

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 Illinois
 Aux Sable Creek
 239
 start  41.3982125891033  -88.3307365155966  GRUNDY
 end  41.5221610266554  -88.3153074461322  KENDALL
 Baker Creek
 123
 start  41.0993159446094  -87.833779044559  KANKAKEE
 end  41.1187483257075  -87.7916507082604  KANKAKEE
 Baptist Creek
 160
 start  40.5172643895406  -90.9781701980636  HANCOCK
 end  40.5217773790395  -90.9703232423026  HANCOCK
 Barker Creek
 170
 start  40.4730175690641  -90.3623822544051  FULTON
 end  40.4505102531327  -90.423698306895  FULTON
 Battle Creek
 196
 start  41.791467372356  -88.6440656199133  DEKALB
 end  41.8454435074814  -88.6580317835588  DEKALB
 Big Bureau Creek
 209
 start  41.2403303426443  -89.3778305139628  BUREAU
 end  41.6599418992971  -89.0880711727354  LEE
 Big Rock Creek
 275
 start  41.6325949399571  -88.5379727020413  KENDALL
 end  41.7542831812644  -88.5621629654129  KANE
 Blackberry Creek
 271
 start  41.6432480686252  -88.451129393594  KENDALL
 end  41.7663693677829  -88.3855968808499  KANE
 Boone Creek
 284
 start  42.3430701828297  -88.2604646456881  MCHENRY
 end  42.3116813126792  -88.3284649937798  MCHENRY
 Buck Creek
 225
 start  41.4305449377211  -88.7732713228626  LASALLE
 end  41.4508806057478  -88.919966063547  LASALLE
 403
 start  40.6513984442885  -88.8660496976016  MCLEAN
 end  40.6757825960266  -88.8490439132056  MCLEAN
 Camp Creek
 116
 start  41.0119168530464  -89.7317034650143  STARK
 end  41.0202988179758  -89.6817209218761  STARK

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 168
 start  40.2936155016035  -90.7791785207262  MCDONOUGH
 end  40.3985161419285  -90.5089903510732  MCDONOUGH
 Camp Run
 115
 start  41.0119168530464  -89.7317034650143  STARK
 end  41.0575944852479  -89.6822685234528  STARK
 Cantway Slough
 250
 start  41.1654521279715  -87.6179423055771  KANKAKEE
 end  41.1204910206261  -87.6018847740212  KANKAKEE
 Cedar Creek
 164
 start  40.4187924503946  -91.0119249544251  HANCOCK
 end  40.4320989747514  -90.9816512014458  HANCOCK
 Central Ditch
 17
 start  40.2466345144431  -89.8605138200519  MASON
 end  40.259146892407  -89.8331744969958  MASON
 Clear Creek
 70
 start  40.2358631766436  -89.1715114085864  LOGAN
 end  40.2817523596784  -89.2105606026356  MCLEAN
 Coal Creek
 173
 start  40.6458316286298  -90.2773695191768  FULTON
 end  40.6911917975894  -90.0990104026141  FULTON
 Collins Run
 243
 start  41.4219631544372  -88.3508108111242  GRUNDY
 end  41.4172036201222  -88.3955434158999  GRUNDY
 Conover Branch
 184
 start  39.8376993452498  -90.1465720267561  MORGAN
 end  39.8696939232648  -90.1234898871846  MORGAN
 Coon Creek
 60
 start  40.1076562155273  -89.0130117597621  DEWITT
 end  40.1755351290733  -88.8857086715202  DEWITT
 Coop Branch
 31
 end  39.2042878811665  -90.0972130791043  MACOUPIN
 end  39.1194481626997  -89.9878509202749  MACOUPIN
 Coopers Defeat Creek
 114
 start  41.1557502062867  -89.748162019475  STARK
 end  41.1485959333575  -89.6944246708098  STARK
 Copperas Creek
 88
 start  40.4856512052475  -89.8867983078194  FULTON
 end  40.549513691198  -89.9011907117391  FULTON
 Court Creek
 122

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  40.9184191403691  -90.1108008628507  KNOX
 end  40.9349919352638  -90.2673514797552  KNOX
 Cox Creek
 177
 start  40.0231674243157  -90.1158780774246  CASS
 end  39.9657957063914  -90.0180644049351  CASS
 Crane Creek
 174
 start  40.1328714038267  -89.9709414534257  MENARD
 end  40.2466345144431  -89.8605138200519  MASON
 Crow Creek
 102
 start  40.9323207251964  -89.4264477600798  MARSHALL
 end  40.9663161180876  -89.2558617294218  MARSHALL
 Deer Creek
 59
 start  40.117679723776  -89.3801215076251  LOGAN
 end  40.1915602627115  -89.1582023776838  LOGAN
 Dickerson Slough
 421
 start  40.3597968706068  -88.3225685158141  CHAMPAIGN
 end  40.4568389800294  -88.3442742579475  FORD
 Drummer Creek
 423
 start  40.37389931547  -88.3480753423386  CHAMPAIGN
 end  40.479101489993  -88.388698487066  FORD
 Dry Fork
 35
 start  39.1989703827155  -89.9609795725648  MACOUPIN
 end  39.1445756951412  -89.8876581181152  MACOUPIN
 Du Page River
 268
 start  41.4988385272507  -88.2166248594859  WILL
 end  41.7019525201778  -88.1476209409341  WILL
 Eagle Creek
 392
 start  41.1360015419764  -88.8528525904771  LASALLE
 end  41.1291172842462  -88.8664977236647  LASALLE
 East Aux Sable Creek
 240
 start  41.5221610266554  -88.3153074461322  KENDALL
 end  41.6231669397764  -88.2938779285952  KENDALL
 East Branch Big Rock Creek
 277
 start  41.7542830239271  -88.5621632556731  KANE
 end  41.8161922949561  -88.6002917634599  KANE
 East Branch Copperas Creek
 47
 start  40.549514632509  -89.901189903351  FULTON

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  40.6583152735498  -89.8516717710553  PEORIA
 East Fork La Moine River
 167
 start  40.3962156185095  -90.9339386121768  HANCOCK
 end  40.4506930058171  -90.758703782814  MCDONOUGH
 East Fork Mazon River
 256
 start  41.1872307009926  -88.2731640461448  GRUNDY
 end  41.0815161304671  -88.3093601699244  LIVINGSTON
 East Fork Spoon River
 110
 start  41.2158736312898  -89.6870256054763  STARK
 end  41.2603216291895  -89.7311074496692  BUREAU
 Easterbrook Drain
 410
 start  40.3687232740908  -88.5787269955356  MCLEAN
 end  40.3909243275675  -88.5484031360558  MCLEAN
 Exline Slough
 252
 start  41.1187483257075  -87.7916507082604  KANKAKEE
 end  41.3377194296138  -87.674538578544  WILL
 Fargo Run
 94
 start  40.8110626738718  -89.7625906815013  PEORIA
 end  40.7936211492847  -89.7147157689809  PEORIA
 Ferson Creek
 281
 start  41.9275380999085  -88.3177738518806  KANE
 end  41.9518312998438  -88.3965138071814  KANE
 Fitch Creek
 131
 start  41.0629732421579  -89.9929808862433  KNOX
 end  41.1048465021615  -90.0171275726119  KNOX
 Forked Creek
 265
 start  41.312634893655  -88.1518349597477  WILL
 end  41.4208599921871  -87.8221168060732  WILL
 Forman Creek
 129
 start  41.0920068762041  -90.1229512077171  KNOX
 end  41.061779692349  -90.1373931430424  KNOX
 Fourmile Grove Creek
 232
 start  41.5880621752377  -89.0154533767497  LASALLE
 end  41.6281572065102  -89.0480036727754  LEE
 Fox Creek
 121
 start  41.2158736312898  -89.6870256054763  STARK
 end  41.2178841576744  -89.6378797955943  BUREAU
 Fox River
 270
 start  41.6177003859476  -88.5558384703467  KENDALL
 end  41.7665361019038  -88.3100243828453  KANE

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 Friends Creek
 56
 start  39.9296881580789  -88.7753341828841  MACON
 end  40.0511150621524  -88.756810733868  MACON
 Furrer Ditch
 175
 start  40.259146892407  -89.8331744807195  MASON
 end  40.256856262248  -89.8235353908665  MASON
 Gooseberry Creek
 138
 start  41.0815161304671  -88.3093601699244  LIVINGSTON
 end  41.0229178273291  -88.3433997610298  LIVINGSTON
 181
 start  41.2273512263311  -88.3737634512576  GRUNDY
 end  41.1567969821084  -88.3954921510714  GRUNDY
 Grindstone Creek
 169
 start  40.2936155016035  -90.7791785207262  MCDONOUGH
 end  40.3128991202966  -90.6514786739624  MCDONOUGH
 Hall Ditch
 176
 start  40.214043063866  -89.8947856138658  MASON
 end  40.1996396083582  -89.8430392085184  MASON
 Hallock Creek
 101
 start  40.9330251540704  -89.523027406387  PEORIA
 end  40.9162496002415  -89.5368879858621  PEORIA
 Haw Creek
 125
 start  40.8575772861862  -90.2335091570553  KNOX
 end  40.9174343445877  -90.3387634753254  KNOX
 Henline Creek
 401
 start  40.5867014223785  -88.6971328093932  MCLEAN
 end  40.6247936449316  -88.6315733675586  MCLEAN
 Henry Creek
 100
 start  40.932455717876  -89.5256512687818  PEORIA
 end  40.9472322228041  -89.5711427004422  PEORIA
 Hermon Creek
 126
 start  40.7818347201379  -90.2738699961108  KNOX
 end  40.7628476930817  -90.3372052339614  KNOX
 Hickory Creek
 244
 start  41.5038289458964  -88.0990240076033  WILL
 end  41.4935392717868  -87.8108342251738  WILL
 Hickory Grove Ditch
 87
 start  40.4870721779667  -89.7285827911466  TAZEWELL
 end  40.4136575635669  -89.7349507058786  MASON
 Hickory Run
 93

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  40.8217198390551  -89.7449749384213  PEORIA
 end  40.8581447502391  -89.7622130910013  PEORIA
 Hillsbury Slough
 416
 start  40.3453953438371  -88.3035309970523  CHAMPAIGN
 end  40.3928682378873  -88.2265028280313  CHAMPAIGN
 Hodges Creek
 34
 start  39.2630316914552  -90.1858200381692  GREENE
 end  39.2801974743086  -90.1528766403572  GREENE
 Hurricane Creek
 44
 start  39.449376470161  -90.5400508230403  GREENE
 end  39.4781872332274  -90.4508986197452  GREENE
 Illinois River
 236
 start  41.3255740245957  -88.9910230492306  LASALLE
 end  41.3986780470527  -88.2686499362959  GRUNDY
 Indian Creek
 120
 start  40.988610901184  -89.8221496834014  STARK
 end  41.2003389912185  -89.9349435285117  HENRY
 182
 start  39.8785447641605  -90.3782080959549  CASS
 end  39.8234731084942  -90.103743390331  MORGAN
 224
 start  41.7480730242898  -88.8741562924388  DEKALB
 end  41.7083887626958  -88.9437996894049  LEE
 226
 start  41.4400734113231  -88.7627018786422  LASALLE
 end  41.7377348577433  -88.8557728844589  DEKALB
 396
 start  40.7701181840118  -88.4858209632899  LIVINGSTON
 end  40.6469799222669  -88.4812665778082  LIVINGSTON
 Iroquois River
 253
 start  41.0739205590002  -87.8152251833303  KANKAKEE
 end  40.9614905075375  -87.8149010739444  IROQUOIS
 447
 start  40.7817769095357  -87.7532807121524  IROQUOIS
 end  40.8174648935578  -87.5342555764515  IROQUOIS
 Jack Creek
 109
 start  41.1283656948767  -89.7699479168181  STARK
 end  41.150467875432  -89.8374616586589  STARK
 Jackson Creek
 246
 start  41.4325013563553  -88.1725611633353  WILL
 end  41.4638503957577  -87.9160301224816  WILL
 Joes Creek
 33
 start  39.2801974743086  -90.1528766403572  GREENE
 end  39.3757180969001  -90.0772968234561  MACOUPIN

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 Johnny Run
 258
 start  41.2826709079541  -88.3633805819326  GRUNDY
 end  41.0807507198308  -88.5801638050665  LIVINGSTON
 Jordan Creek
 266
 start  41.3044458242397  -88.1279087273328  WILL
 end  41.3077177643453  -88.1188984685001  WILL
 Judd Creek
 106
 start  41.089645284216  -89.1847595119809  MARSHALL
 end  41.0429807674449  -89.1339049242164  MARSHALL
 Kankakee River
 248
 start  41.3923135096469  -88.2590124225285  GRUNDY
 end  41.1660752568715  -87.526360971907  KANKAKEE
 Kickapoo Creek
 57
 start  39.9932216924528  -88.8083252484687  MACON
 end  39.9987405799186  -88.8205170598483  MACON
 65
 start  40.1286520491088  -89.4532728967436  LOGAN
 end  40.4376592310728  -88.8667409562596  MCLEAN
 92
 start  40.6548826785105  -89.6134608723157  TAZEWELL
 end  40.9170471944911  -89.6577393908301  PEORIA
 Kings Mill Creek
 83
 start  40.4558745105979  -89.1642930044364  MCLEAN
 end  40.509184986927  -89.0937965002854  MCLEAN
 La Harpe Creek
 159
 start  40.4678428297867  -91.0424167497572  HANCOCK
 end  40.5172643895406  -90.9781701980636  HANCOCK
 La Moine River
 158
 start  40.3320849972693  -90.8997234923388  MCDONOUGH
 end  40.5923258750258  -91.0177293656635  HANCOCK
 Lake Fork
 61
 start  40.0837107988142  -89.3969397975165  LOGAN
 end  39.9367293000733  -89.2343282851812  LOGAN
 Langan Creek
 254
 start  40.9614905075375  -87.8149010739444  IROQUOIS
 end  40.9432018898477  -88.0465558527168  IROQUOIS
 Lime Creek
 214
 start  41.4515003790233  -89.5271752648714  BUREAU
 end  41.4951141474998  -89.456554884734  BUREAU
 Little Indian Creek
 183
 start  39.8355964564522  -90.1231971747256  MORGAN

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  39.8658175367056  -90.0423591294145  MORGAN
 227
 start  41.5091299863247  -88.7725444056074  LASALLE
 end  41.749433980972  -88.8141442269697  DEKALB
 Little Kickapoo Creek
 67
 start  40.3336625070255  -88.9736094275975  MCLEAN
 end  40.394785197415  -88.9473142490326  MCLEAN
 Little Mackinaw River
 82
 start  40.4423190352496  -89.4617848276975  TAZEWELL
 end  40.4481261917524  -89.4329939054056  TAZEWELL
 Little Rock Creek
 274
 start  41.6345548769785  -88.5384723455853  KENDALL
 end  41.7895688619816  -88.6981590581244  DEKALB
 Little Sandy Creek
 107
 start  41.0912632622075  -89.2247552498617  MARSHALL
 end  41.125352501365  -89.1758716886846  PUTNAM
 Little Senachwine Creek
 99
 start  40.9533145540839  -89.5292433956921  PEORIA
 end  41.0084439145565  -89.5499765139822  MARSHALL
 Little Vermilion River
 233
 start  41.3237602050852  -89.0811945323001  LASALLE
 end  41.5760289435671  -89.0829047126545  LASALLE
 Lone Tree Creek
 418
 start  40.3750682121535  -88.3819688457729  CHAMPAIGN
 end  40.3145980401842  -88.4738655755984  MCLEAN
 Long Creek
 163
 start  40.4466427913955  -91.0499607552846  HANCOCK
 end  40.4297652043359  -91.1507109600489  HANCOCK
 Long Point Creek
 68
 start  40.2755311999445  -89.0786438507327  DEWITT
 end  40.2549604211821  -88.9826285651361  DEWITT
 394
 start  41.038177645276  -88.7908409579793  LIVINGSTON
 end  41.0018214714974  -88.8534349418926  LIVINGSTON
 Mackinaw River
 397
 start  40.5796794158534  -89.2813445945626  TAZEWELL
 end  40.5649627479232  -88.478822725546  MCLEAN
 Macoupin Creek
 32
 start  39.1989703827155  -89.9609795725648  MACOUPIN
 start  39.2121253451487  -90.2312084410337  JERSEY
 Madden Creek
 413

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  40.0943580002069  -88.5400649488702  PIATT
 end  40.2109635906658  -88.4943738561926  PIATT
 Masters Creek
 220
 start  41.4976109383336  -89.4125473607076  BUREAU
 end  41.5439000049343  -89.421988392756  BUREAU
 Masters Fork
 217
 start  41.4531024225454  -89.4290492805799  BUREAU
 end  41.5702310455498  -89.3821188149649  BUREAU
 Mazon River
 257
 start  41.3086768327676  -88.3389845675056  GRUNDY
 end  41.1872307009926  -88.2731640461448  GRUNDY
 Mendota Creek
 234
 start  41.5281666288805  -89.1041764154672  LASALLE
 end  41.5282367334928  -89.1224368860589  LASALLE
 Middle Branch of Copperas Creek
 90
 start  40.549514632509  -89.901189903351  FULTON
 end  40.5980896362772  -89.9368482699851  FULTON
 Middle Creek
 165
 start  40.3957329294144  -90.9741776721721  HANCOCK
 end  40.3888894030526  -91.0072502737366  HANCOCK
 Mill Creek
 494
 start  41.8213649020421  -88.3222376599138  KANE
 end  41.9231053361497  -88.4419826012614  KANE
 Mole Creek
 390
 start  41.0193910577853  -88.8019375580673  LIVINGSTON
 end  40.9109452909954  -88.9263176124884  LIVINGSTON
 Morgan Creek
 272
 start  41.6481172046369  -88.4151168308869  KENDALL
 end  41.6530911245692  -88.3631669287476  KENDALL
 Mud Creek
 449
 start  40.637099482441  -87.5885960450541  IROQUOIS
 end  40.6100172186722  -87.5261312404789  IROQUOIS
 Mud Run
 117
 start  41.0092425694765  -89.7790957399812  STARK
 end  40.9876287937001  -89.6785472090663  STARK
 Murray Slough
 259
 start  41.2428845425989  -88.3615508333781  GRUNDY
 end  41.054741775769  -88.5825975362008  LIVINGSTON
 Nettle Creek
 237
 start  41.3559056532822  -88.4326806825019  GRUNDY

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  41.3989525138118  -88.5519708865374  GRUNDY
 Nippersink Creek
 285
 start  42.403479031235  -88.1904263022916  LAKE
 end  42.408321560969  -88.341299199739  MCHENRY
 289
 start  42.3885864249526  -88.3641081665149  MCHENRY
 end  42.4692291197455  -88.4764236384547  MCHENRY
 North Branch Crow Creek
 103
 start  40.9663161180876  -89.2558617294218  MARSHALL
 end  41.0005549578781  -89.1943061363378  MARSHALL
 North Branch Nippersink Creek
 286
 start  42.4376632559979  -88.2872504317539  MCHENRY
 end  42.4945866793007  -88.3294075716268  MCHENRY
 North Creek
 119
 start  40.9486975483619  -89.7633680090807  PEORIA
 end  40.9421533616142  -89.7281078793964  PEORIA
 North Fork Lake Fork
 62
 start  39.9367293000733  -89.2343282851812  LOGAN
 end  40.0523211989442  -89.0999303242614  DEWITT
 North Fork Salt Creek
 71
 start  40.2675598120912  -88.7867164044023  DEWITT
 end  40.3620541452609  -88.7204600533309  MCLEAN
 Otter Creek
 171
 start  40.2161621556914  -90.164317977292  FULTON
 end  40.3182822717998  -90.3860609925548  FULTON
 279
 start  41.9619670384069  -88.3574449893747  KANE
 end  41.9903303640688  -88.3568570687618  KANE
 393
 start  41.1611802253124  -88.8310854379729  LASALLE
 end  41.1541734588026  -88.7148550047115  LASALLE
 Panther Creek
 178
 start  40.0231674243157  -90.1158780774246  CASS
 end  39.9411115612757  -90.0607356525317  CASS
 405
 start  40.6607941387838  -89.196034413193  WOODFORD
 end  40.8483817762616  -89.0003562591212  WOODFORD
 Paw Paw Run
 231
 start  41.6177945875792  -88.8847204360202  LASALLE
 end  41.6630271288718  -88.9144064528509  DEKALB
 Pike Creek
 216
 start  41.5121637096396  -89.3366888940457  BUREAU
 end  41.5707857354427  -89.2125163729316  BUREAU

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 388
 start  40.8655185113965  -88.7090974772719  LIVINGSTON
 end  40.7989226101833  -88.7756316859923  LIVINGSTON
 Pond Creek
 212
 start  41.3494925800361  -89.5685244208084  BUREAU
 end  41.3541221673156  -89.6001721270724  BUREAU
 Poplar Creek
 493
 start  42.0127893042098  -88.2799278350546  KANE
 end  42.0604682884044  -88.151517184544  COOK
 Prairie Creek
 69
 start  40.2688606116755  -89.1209318708141  DEWITT
 end  40.3183618654781  -89.1150133167993  MCLEAN
 79
 start  40.1610672222447  -89.6159697428554  MASON
 end  40.3105388304102  -89.4819788351989  LOGAN
 264
 start  41.3410818305214  -88.1859963163497  WILL
 end  41.4048430210988  -87.9636949110551  WILL
 391
 start  41.0691920852358  -88.8106812576958  LIVINGSTON
 end  41.0162806406811  -89.0122375626521  LASALLE
 Prairie Creek Ditch
 81
 start  40.242940205103  -89.5831738921535  LOGAN
 end  40.268603376062  -89.5902703680441  LOGAN
 Prince Run
 118
 start  40.9953442805941  -89.7634490486344  STARK
 end  40.9486975483619  -89.7633680090807  PEORIA
 Rob Roy Creek
 495
 start  41.6340658591268  -88.530902327864  KENDALL
 end  41.7208669225124  -88.4449822691918  KENDALL
 Rock Creek
 180
 start  39.9533586794244  -89.7717217346798  MENARD
 end  39.9192042890665  -89.881417605895  MENARD
 251
 start  41.2029705333006  -87.9860450524621  KANKAKEE
 end  41.2416733683013  -87.9199539652218  KANKAKEE
 Rocky Run
 221
 start  41.2966432755716  -89.5031050607007  BUREAU
 end  41.2892114895079  -89.5271301009319  BUREAU
 Rooks Creek
 386
 start  40.9620056243899  -88.737743684525  LIVINGSTON
 end  40.7615433072922  -88.6752675977812  LIVINGSTON
 Salt Creek
 58

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  40.1286520491088  -89.4532728967436  LOGAN
 end  40.1404369482862  -88.8817439726269  DEWITT
 409
 start  40.2793653821328  -88.6019348286105  DEWITT
 end  40.3687232740908  -88.5787269955356  MCLEAN
 Sandy Creek
 105
 start  41.1083947129797  -89.3471796913242  PUTNAM
 end  41.0855613697751  -89.0792291942694  MARSHALL
 Sangamon River
 408
 start  40.0056362283258  -88.6286241506431  PIATT
 end  40.4223231153926  -88.67328493366  MCLEAN
 Senachwine Creek
 96
 start  40.929825860388  -89.4632928486271  PEORIA
 end  41.0900318754938  -89.5885134178247  MARSHALL
 Short Creek
 162
 start  40.4611057719393  -91.0582083107674  HANCOCK
 end  40.4682735975769  -91.0704506789577  HANCOCK
 Short Point Creek
 389
 start  40.9883827214271  -88.7830008925065  LIVINGSTON
 end  40.8951301673701  -88.8749997260932  LIVINGSTON
 Silver Creek
 111
 start  41.2185762138697  -89.6793069447094  STARK
 end  41.2431713087936  -89.6494927441058  BUREAU
 South Branch Crow Creek
 104
 start  40.9663161180876  -89.2558617294218  MARSHALL
 end  40.9410075148431  -89.1948285503851  MARSHALL
 South Branch Forked Creek
 267
 start  41.2631372965881  -88.0315238211836  WILL
 end  41.292604367733  -87.9621751169561  KANKAKEE
 South Fork Lake Fork
 63
 start  39.9367293000733  -89.2343282851812  LOGAN
 end  39.9674631778105  -89.0884701339793  MACON
 South Fork Vermilion River
 395
 start  40.7701181840118  -88.4858209632899  LIVINGSTON
 end  40.7234241258087  -88.355790853647  LIVINGSTON
 Spoon River
 3
 start  40.883272448156  -90.0994555125119  KNOX
 end  41.2158736312898  -89.6870256054763  STARK
 Spring Creek
 161
 start  40.5838583294631  -91.0397056763892  HANCOCK
 end  40.595079516268  -91.0572149428165  HANCOCK

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 166
 start  40.4506930058171  -90.758703782814  MCDONOUGH
 end  40.5047702003096  -90.7202911238868  MCDONOUGH
 223
 start  41.3114342012759  -89.1969933188526  BUREAU
 end  41.5341774964794  -89.1599030581214  LASALLE
 Stevens Creek
 55
 start  39.833172054334  -89.008501860042  MACON
 end  39.8725126750168  -88.9902570309468  MACON
 Sugar Creek
 76
 start  40.1505909949415  -89.6335239996087  MENARD
 end  40.3515916252906  -89.1626966142058  MCLEAN
 124
 start  40.9273148603695  -90.1168866799652  KNOX
 end  40.9407150872189  -90.126984172004  KNOX
 448
 start  40.7817769095357  -87.7532807121524  IROQUOIS
 end  40.650106664471  -87.5259225515566  IROQUOIS
 Sutphens Run
 228
 start  41.5813276727649  -88.9196815109252  LASALLE
 end  41.5940767755281  -89.0434408697488  LASALLE
 Swab Run
 127
 start  40.8043825531334  -90.0417502151246  KNOX
 end  40.8089204046364  -89.9959890937906  KNOX
 Tenmile Creek
 64
 start  40.1166122038468  -89.0605809659338  DEWITT
 end  40.1573804135529  -88.9870426654374  DEWITT
 Timber Creek
 77
 start  40.3499903738803  -89.1633832938062  MCLEAN
 end  40.3824906556377  -89.0653243216353  MCLEAN
 Trim Creek
 249
 start  41.1679695055755  -87.6275919071884  KANKAKEE
 end  41.3235679470585  -87.6273348723156  WILL
 Turkey Creek
 172
 start  40.5312633037562  -90.2784734138591  FULTON
 end  40.6100168551688  -90.1683886238592  FULTON
 402
 start  40.6346912128201  -88.8256051903746  MCLEAN
 end  40.6636296144043  -88.7848217949076  MCLEAN
 Tyler Creek
 283
 start  42.057069434075  -88.2869209701875  KANE
 end  42.0886074301339  -88.3939734393445  KANE
 Unnamed Tributary
 230

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  41.6008353940091  -88.9239309686064  LASALLE
 end  41.6393800996109  -88.95237726256  LEE
 406
 start  40.8483817762616  -89.0003562591212  WOODFORD
 end  40.8446321845668  -88.9879480330159  WOODFORD
 Unnamed Tributary of Big Bureau Creek
 222
 start  41.2923889187328  -89.4849627504116  BUREAU
 end  41.2746773653832  -89.4967232161933  BUREAU
 Unnamed Tributary of Coopers Defeat Creek
 113
 start  41.1485959333575  -89.6944246708098  STARK
 end  41.1432423938169  -89.6549152326434  STARK
 Unnamed Tributary of Dickerson Slough
 422
 start  40.4068214049304  -88.3388760698826  FORD
 end  40.4286849455119  -88.3118606581845  FORD
 Unnamed Tributary of Drummer Creek
 425
 start  40.430183509928  -88.3944923485681  FORD
 end  40.4228198536222  -88.4420280012069  FORD
 Unnamed Tributary of East Branch of Copperas Creek
 89
 start  40.59257130763  -89.8385498955685  PEORIA
 start  40.59257130763  -89.8385498955685  PEORIA
 Unnamed Tributary of East Fork of Spoon River
 112
 start  41.1911731339471  -89.6948993736812  STARK
 end  41.1958777466981  -89.6635132189552  STARK
 Unnamed Tributary of Indian Creek
 185
 start  39.8195431621523  -90.231206997871  MORGAN
 end  39.7997709298014  -90.2444898890822  MORGAN
 229
 start  41.5989641246871  -88.913295513256  LASALLE
 end  41.6212302072922  -88.9971274321449  LASALLE
 Unnamed Tributary of Jackson Creek
 247
 start  41.4328713295604  -88.0777949404827  WILL
 end  41.4181859202087  -88.0389954976751  WILL
 Unnamed Tributary of Johnny Run
 261
 start  41.1315090714299  -88.5704499691513  GRUNDY
 end  41.1211734141418  -88.5813177275807  GRUNDY
 Unnamed Tributary of Kickapoo Creek
 66
 start  40.4376592310728  -88.8667409562596  MCLEAN
       end 40.4499435649154 -88.7941853627565   MCLEAN
 95
 start  40.843847234267  -89.6598940056171  PEORIA
 end  40.8376970553513  -89.655765678658  PEORIA

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 Unnamed Tributary of Lone Tree Creek
 417
 start  40.3145980401842  -88.4738655755984  MCLEAN
 end  40.3084681821929  -88.4721825603404  MCLEAN
 419
 start  40.3200878690807  -88.4758169784284  MCLEAN
 end  40.3246054213609  -88.502979969789  MCLEAN
 420
 start  40.3555955038811  -88.4486860730234  CHAMPAIGN
 end  40.3553786361326  -88.4890287857383  MCLEAN
 Unnamed Tributary of Mackinaw River
 398
 start  40.5649627479232  -88.478822725546  MCLEAN
 end  40.4956570103387  -88.5106552787079  MCLEAN
 399
 start  40.558742486097  -88.5447290418444  MCLEAN
 end  40.532461937187  -88.5550436512012  MCLEAN
 400
 start  40.5536214693649  -88.6155771894066  MCLEAN
 end  40.5386135050112  -88.6150100834316  MCLEAN
 Unnamed Tributary of Masters Creek
 219
 start  41.5407471962821  -89.4154110620948  BUREAU
 end  41.5452528261938  -89.4136798690744  BUREAU
 Unnamed Tributary of Masters Fork
 218
 start  41.510430587881  -89.3900507138719  BUREAU
 end  41.6181398940954  -89.2965280984998  LEE
 Unnamed Tributary of Nettle Creek
 238
 start  41.4088814108094  -88.5216683950888  GRUNDY
 end  41.4186133676397  -88.5339604493093  GRUNDY
 Unnamed Tributary of Nippersink Creek
 255
 start  42.4692291197455  -88.4764236384547  MCHENRY
 end  42.4695432978934  -88.5110499918451  MCHENRY
 288
 start  42.4176539163554  -88.3444740410368  MCHENRY
 end  42.4179067763647  -88.3502762821058  MCHENRY
 290
 start  42.3969278131381  -88.4109784072142  MCHENRY
 end  42.3875994074602  -88.4491666706176  MCHENRY
 Unnamed Tributary of North Fork of Salt Creek
 72
 start  40.3598944577027  -88.7302360564635  MCLEAN
 end  40.3817246400667  -88.7481607936989  MCLEAN
 73
 start  40.3620541452609  -88.7204600533309  MCLEAN
 end  40.3690272117515  -88.6961244618476  MCLEAN
 75
 start  40.2987649882463  -88.7603546124853  MCLEAN
 end  40.3051172967471  -88.7525145171727  MCLEAN
 Unnamed Tributary of Panther Creek

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 179
 start  39.9411115612757  -90.0607356525317  CASS
 end  39.9350887523192  -90.047762075576  CASS
 Unnamed Tributary of Pond Creek
 211
 start  41.3541221673156  -89.6001721270724  BUREAU
 end  41.3352313411595  -89.5875580793812  BUREAU
 Unnamed Tributary of Prairie Creek
 78
 start  40.2086608970772  -89.6103029312127  MASON
 end  40.2239585519289  -89.638616348402  MASON
 80
 start  40.3105388304102  -89.4819788351989  LOGAN
 end  40.3114851545122  -89.4410508250634  LOGAN
 Unnamed Tributary of Rooks Creek
 387
 start  40.7615433072922  -88.6752675977812  LIVINGSTON
 end  40.7348742139519  -88.6985073106457  MCLEAN
 Unnamed Tributary of Salt Creek
 412
 start  40.3090617343957  -88.6002511568763  MCLEAN
 end  40.3165662374132  -88.6011454430269  MCLEAN
 Unnamed Tributary of Sandy Creek
 108
 start  41.0816545465891  -89.0921996326175  MARSHALL
 end  41.0690044849354  -89.0872784559417  MARSHALL
 Unnamed Tributary of Sangamon River
 414
 start  40.2187198550443  -88.3726776422252  CHAMPAIGN
 end  40.207759150969  -88.3556670563292  CHAMPAIGN
 415
 start  40.2618571248343  -88.3804307110291  CHAMPAIGN
 end  40.2604569179243  -88.4076966986332  CHAMPAIGN
 Unnamed Tributary of Senachwine Creek
 97
 start  41.0729094906046  -89.5194162172506  MARSHALL
 end  41.1005615839111  -89.5247542292286  MARSHALL
 98
 start  41.0008160428297  -89.5071527441621  MARSHALL
 end  41.0407981005047  -89.5430844273656  MARSHALL
 Unnamed Tributary of Walnut Creek
 130
 start  41.0811500581416  -90.0632765005186  KNOX
 end  41.0847653353348  -90.0680765817376  KNOX
 132
 start  41.0602585608831  -89.9869046205873  KNOX
 end  41.0721601609241  -89.9735120056073  STARK
 133
 start  41.0262443553352  -89.9515238620326  STARK
 end  41.0340788244836  -89.924721175772  STARK
 Unnamed Tributary of West Bureau Creek
 215
 start  41.4606455355906  -89.5251264675481  BUREAU

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  41.4958522845312  -89.5472802493082  BUREAU
 Unnamed Tributary of West Fork Sugar Creek
 85
 start  40.3381506914873  -89.2954898975603  TAZEWELL
 end  40.3660114221746  -89.2448498120596  MCLEAN
 86
 start  40.3105145326502  -89.3291625265707  LOGAN
 end  40.3299182729366  -89.3779530037535  TAZEWELL
 Valley Run
 241
 start  41.4172036201222  -88.3955434158999  GRUNDY
 end  41.5039796750174  -88.5041976708714  KENDALL
 Vermilion Creek
 235
 start  41.4768291322914  -89.0571044195371  LASALLE
 end  41.5338604103044  -89.0473804190906  LASALLE
 Vermilion River
 385
 start  41.3202746199326  -89.067686548398  LASALLE
 end  40.8817674383366  -88.6504671722722  LIVINGSTON
 Walnut Creek
 128
 start  40.9597510841493  -89.9769499175619  PEORIA
 end  41.12653217294  -90.2059192933585  KNOX
 404
 start  40.6253040823561  -89.239009045057  WOODFORD
 end  40.7670065190601  -89.3054156233977  WOODFORD
 Waubonsie Creek
 273
 start  41.6864691774875  -88.3543291766866  KENDALL
 end  41.727653072306  -88.2817226140407  KANE
 Waupecan Creek
 262
 start  41.3345412028515  -88.4648617458928  GRUNDY
 end  41.1880870688571  -88.5889392759762  LASALLE
 Welch Creek
 278
 start  41.7390229211455  -88.5133300234389  KANE
 end  41.7542282081589  -88.4963865174814  KANE
 West Branch Big Rock Creek
 276
 start  41.7542830239271  -88.5621632556731  KANE
 end  41.791467372356  -88.6440656199133  DEKALB
 West Branch Drummer Creek
 424
 start  40.4348513301682  -88.3934764271309  FORD
 end  40.4490333768479  -88.4056995893214  FORD
 West Branch Du Page River
 269
 start  41.7019525201778  -88.1476209409341  WILL
 end  41.7799425869794  -88.1712650214772  DUPAGE
 West Branch of Easterbrook Drain
 411

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  40.3633709579832  -88.5816306009141  MCLEAN
 end  40.3762064931712  -88.5843753634505  MCLEAN
 West Branch of Horse Creek
 263
 start  41.2492485076225  -88.1312055809841  WILL
 end  41.0019131557324  -88.1364114459172  KANKAKEE
 West Branch of Lamarsh Creek
 91
 start  40.5615978513207  -89.6991824445749  PEORIA
 end  40.640281675188  -89.7388615248892  PEORIA
 West Branch Panther Creek
 407
 start  40.7528335084236  -89.1030067348099  WOODFORD
 end  40.7954060105963  -89.1900600098668  WOODFORD
 West Bureau Creek
 213
 start  41.3209910742583  -89.5195916727401  BUREAU
 end  41.478267808168  -89.5152211006131  BUREAU
 West Fork Mazon River
 260
 start  41.2530670781541  -88.3508667933585  GRUNDY
 end  41.0302502359071  -88.5226194555857  LIVINGSTON
 West Fork Salt Creek
 74
 start  40.317360196629  -88.7559599297755  MCLEAN
 end  40.3372561693307  -88.8039670869984  MCLEAN
 West Fork Sugar Creek
 84
 start  40.2844404292499  -89.332075650855  LOGAN
 end  40.4558745105979  -89.1642930044364  MCLEAN
 Wolf Creek
 497
 start  41.1540042913791  -88.8612912917747  LASALLE
 end  41.1611802253124  -88.8310854379729  LASALLE
 Kaskaskia
 Bearcat Creek
 37
 start  39.0121682814832  -89.5317265036074  BOND
 end  39.0568357269204  -89.4889786056249  MONTGOMERY
 Becks Creek
 45
 start  39.1565938305703  -88.9491156388975  FAYETTE
 end  39.3602481794208  -89.0227919838743  SHELBY
 Brush Creek
 39
 start  39.1385354787129  -89.5805305687638  MONTGOMERY
 end  39.1539913389194  -89.561368040102  MONTGOMERY
 Cress Creek
 41
 start  39.1652709439739  -89.5012992382647  MONTGOMERY
 end  39.1962551507602  -89.5131844155481  MONTGOMERY
 Dry Fork

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 43
 start  39.036113738887  -89.2488135289512  FAYETTE
 end  39.1033131262537  -89.2984242244004  MONTGOMERY
 East Fork Shoal Creek
 23
 start  38.8310032253066  -89.4990300331039  BOND
 end  38.9226451880864  -89.4117554251748  BOND
 Gerhardt Creek
 27
 start  38.3445550793694  -90.0600653224456  ST. CLAIR
 end  38.367857922464  -90.0997565611344  MONROE
 Hurricane Creek
 42
 start  38.9180334233238  -89.2472989134191  FAYETTE
 end  39.2167946546678  -89.2767284135051  MONTGOMERY
 Loop Creek
 21
 start  38.4738791704891  -89.8286629587977  ST. CLAIR
 end  38.4996759642082  -89.9058988238884  ST. CLAIR
 Middle Fork Shoal Creek
 40
 start  39.0848984732588  -89.5438724131899  MONTGOMERY
 end  39.1868483992515  -89.4798528829252  MONTGOMERY
 Mitchell Creek
 48
 start  39.1565938305703  -88.9491156388975  FAYETTE
 end  39.3191569074355  -88.9291931738519  SHELBY
 Mud Creek
 51
 start  39.4078984061571  -88.8964126852371  SHELBY
 end  39.4786612118046  -88.9523280946578  SHELBY
 Ninemile Creek
 30
 start  38.0441291788376  -89.9112042263573  RANDOLPH
 end  38.0507383485977  -89.8278402421236  RANDOLPH
 Opossum Creek
 46
 start  39.2718719283603  -89.006345202583  SHELBY
 end  39.2833737967471  -89.0555186821259  SHELBY
 Prairie du Long Creek
 24
 start  38.2583950460692  -89.9674114204896  MONROE
 end  38.3425597902873  -90.0517323138269  ST. CLAIR
 Robinson Creek
 50
 start  39.3519556417502  -88.8434641389225  SHELBY
 end  39.5215530679793  -88.8331635597113  SHELBY
 Rockhouse Creek
 25
 start  38.279441694169  -90.0367398173562  MONROE
 end  38.2999005789932  -90.1039357731424  MONROE
 Section Creek
 49

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  39.1835497280833  -88.9455894742885  FAYETTE
 end  39.1959160048126  -88.961892707007  FAYETTE
 Shoal Creek
 22
 start  38.4831106563982  -89.5775456200079  WASHINGTON
 end  38.5557239981111  -89.4968640710432  CLINTON
 36
 start  38.8310032008922  -89.4990300493802  BOND
 end  39.0848755752581  -89.5439018081354  MONTGOMERY
 Silver Creek
 20
 start  38.3369025707936  -89.8753691916515  ST. CLAIR
 end  38.5568068204478  -89.8305698867169  ST. CLAIR
 Stringtown Branch
 53
 start  39.7138824796477  -88.6677549810426  MOULTRIE
 end  39.7363136714592  -88.6944718913546  MOULTRIE
 Unnamed Tributary of Gerhardt Creek
 26
 start  38.367857922464  -90.0997565611344  MONROE
 end  38.3742880966457  -90.1107074126403  MONROE
 Unnamed Tributary of Okaw River
 54
 start  39.734248747064  -88.6620801587617  MOULTRIE
 end  39.80990395294  -88.6969360645412  PIATT
 Walters Creek
 28
 start  38.3425597902873  -90.0517323138269  ST. CLAIR
 end  38.3445550793694  -90.0600653224456  ST. CLAIR
 West Fork Shoal Creek
 38
 start  39.1385354787129  -89.5805305687638  MONTGOMERY
 end  39.1877434015581  -89.6041666305308  MONTGOMERY
 West Okaw River
 52
 start  39.6158126349278  -88.7105522558061  MOULTRIE
 end  39.7564321977535  -88.630211952428  MOULTRIE
 Mississippi River
 Apple River
 372
 start  42.3210892387922  -90.2520915343109  JO DAVIESS
 end  42.5078007598632  -90.1320538371008  JO DAVIESS
 Bear Creek
 199
 start  40.1421908412793  -91.322057103417  ADAMS
 end  40.3507607406412  -91.1831593883194  HANCOCK
 Bigneck Creek
 205
 start  40.1189668648562  -91.2247381726013  ADAMS
 end  40.118891177483  -91.1409739765636  ADAMS
 Burton Creek
 192

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  39.8643091712617  -91.343323220756  ADAMS
 end  39.92393403238  -91.2381482737218  ADAMS
 Camp Creek
 140
 start  41.2607621817314  -90.514303172809  MERCER
 end  41.3114464274682  -90.2476056448033  HENRY
 142
 start  41.2202380211465  -90.895164796358  MERCER
 end  41.2787933006746  -90.6950345992843  MERCER
 Carroll Creek
 349
 start  42.1027782814517  -90.0265311556732  CARROLL
 end  42.0906369943302  -89.8985337135691  CARROLL
 Clear Creek
 6
 start  37.4821139304798  -89.377768200259  UNION
 end  37.5377402977406  -89.331689550578  UNION
 381
 start  42.4468385101031  -90.0472460146999  JO DAVIESS
 end  42.4780763391708  -90.035127804618  JO DAVIESS
 Coon Creek
 376
 start  42.4035528739642  -90.1272819897867  JO DAVIESS
 end  42.4347098804951  -90.1169407822902  JO DAVIESS
 Copperas Creek
 148
 start  41.3717279574558  -90.901871458269  ROCK ISLAND
 end  41.3616090539824  -90.7468725613692  ROCK ISLAND
 Deep Run
 155
 start  40.7779166934519  -90.9639489255706  HENDERSON
 end  40.794076798068  -90.9474772904134  HENDERSON
 Dixson Creek
 154
 start  40.7684181600505  -90.9376123103323  HENDERSON
 end  40.7650613473293  -90.9262679175808  HENDERSON
 Dutch Creek
 4
 start  37.4593003249666  -89.3688365937935  UNION
 end  37.4147572383786  -89.2744790735331  UNION
 East Fork Galena River
 383
 start  42.450241615252  -90.3876497193745  JO DAVIESS
 end  42.4876693698893  -90.286894403861  JO DAVIESS
 Edwards River
 145
 start  41.1459068953479  -90.9832855425151  MERCER
 end  41.2835429634312  -90.1022166001482  HENRY
 Eliza Creek
 146
 start  41.2754465656779  -90.9740195834639  MERCER
 end  41.2948140261561  -90.8870757880317  MERCER
 Ellison Creek

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 153
 start  40.7615810139869  -91.0723400800456  HENDERSON
 end  40.7295594797542  -90.7480413061409  WARREN
 Galena River
 382
 start  42.450241615252  -90.3876497193745  JO DAVIESS
 end  42.5068721036534  -90.390459616835  JO DAVIESS
 Green Creek
 5
 start  37.4514943718452  -89.3379244013686  UNION
 end  37.4666314694209  -89.3048476846202  UNION
 Hadley Creek
 188
 start  39.7025380326419  -91.1396851101986  PIKE
 end  39.7351716794518  -90.9664567571417  PIKE
 Hells Branch
 378
 start  42.3582317355027  -90.185076448587  JO DAVIESS
 end  42.4166702490621  -90.1660286242329  JO DAVIESS
 Henderson Creek
 134
 start  41.0518601460692  -90.652709618504  WARREN
 end  41.0728998007979  -90.3331881878676  KNOX
 150
 start  40.8788582366336  -90.9641994146698  HENDERSON
 end  40.989888583038  -90.8698875032336  HENDERSON
 Hillery Creek
 144
 start  41.2699394405307  -90.2020116075301  HENRY
 end  41.2553101029329  -90.1954503442612  HENRY
 Honey Creek
 157
 start  40.7000823335975  -91.0347691132118  HENDERSON
 end  40.7064734203141  -90.8589436695132  HENDERSON
 186
 start  39.4871465283426  -90.7799240715991  PIKE
 end  39.5633421986505  -90.8011460205638  PIKE
 207
 start  40.1052246871151  -91.2149469620062  ADAMS
 end  40.0689996865178  -91.2253825583113  ADAMS
 Hutchins Creek
 7
 start  37.5043385818368  -89.3755380391598  UNION
 end  37.58788138261  -89.3917584202331  UNION
 Little Bear Creek
 194
 start  40.3213003292038  -91.2390256840921  HANCOCK
 end  40.302753021887  -91.3102530307924  HANCOCK
 Little Creek
 200
 start  40.1807360433073  -91.2803860136891  ADAMS
 end  40.230127123031  -91.3051461065984  HANCOCK
 McCraney Creek

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 189
 start  39.7167396162723  -91.1729844320811  PIKE
 end  39.8572624790589  -91.0907175471865  ADAMS
 Mill Creek
 191
 start  39.8643091712617  -91.343323220756  ADAMS
 end  39.9675786362521  -91.2477003180771  ADAMS
 377
 start  42.3539782358808  -90.1879698650198  JO DAVIESS
 end  42.4518923573772  -90.2485882677025  JO DAVIESS
 496
 start  38.9472270910927  -90.2956721236088  JERSEY
 end  38.9871246152411  -90.3431576290565  JERSEY
 Mississippi River
 2
 end  37.1887629940337  -89.4576720472899  ALEXANDER
 29
 start  38.8664117755941  -90.1477786925267  MADISON
 end  38.327795025976  -90.3709302644266  MONROE
 384
 start  42.5079432477656  -90.6430378486115  JO DAVIESS
 end  41.5746193723759  -90.392321397091  ROCK ISLAND
 440
 start  39.326689248302  -90.8243988873681  CALHOUN
 end  39.8935238218567  -91.4437639810547  ADAMS
 Mud Creek
 202
 start  40.1812148450863  -91.2785060826782  ADAMS
 end  40.1852755387137  -91.2660018265735  ADAMS
 Nichols Run
 156
 start  40.7735451176215  -90.9672827833242  HENDERSON
 end  40.7648298879037  -90.9675416302885  HENDERSON
 North Henderson Creek
 136
 start  41.0973619647032  -90.7191141378965  MERCER
 end  41.119743833988  -90.4494190524502  MERCER
 Parker Run
 141
 start  41.2623500459087  -90.4891341819923  MERCER
 end  41.2260011828886  -90.4145431241447  HENRY
 Pigeon Creek
 190
 start  39.7143204171354  -91.2372670411405  PIKE
 end  39.8220301600964  -91.2087922935523  ADAMS
 Pope Creek
 137
 start  41.1401437091914  -90.8116816399802  MERCER
 end  41.1394137238591  -90.2877112230995  KNOX
 Sixmile Creek
 187
 start  39.4592604039597  -90.8902507134236  PIKE
 end  39.5431657559583  -90.8891598316201  PIKE

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 Slater Creek
 198
 start  40.291601584329  -91.2423526162923  HANCOCK
 end  40.2822885732908  -91.2189777154329  HANCOCK
 Smith Creek
 152
 start  40.9297989285848  -90.9146232873076  HENDERSON
 end  40.9291958384872  -90.7919464822621  HENDERSON
 South Edwards River
 139
 start  41.2656645104853  -90.2611866223557  HENRY
 end  41.1927071399434  -90.0393078982573  HENRY
 South Fork Apple River
 380
 start  42.4468385101031  -90.0472460146999  JO DAVIESS
 end  42.4176188464167  -89.9845802036023  JO DAVIESS
 South Fork Bear Creek
 203
 start  40.1677973436879  -91.2933473698779  ADAMS
 end  40.0950329934447  -91.0607522810856  ADAMS
 South Henderson Creek
 135
 start  41.0188478643653  -90.4811337762604  WARREN
 end  41.0121123609019  -90.4338464913801  KNOX
 151
 start  40.8788582366336  -90.9641994146698  HENDERSON
 end  40.8534764362853  -90.8707263659685  HENDERSON
 Straddle Creek
 301
 start  42.0906369943302  -89.8985337135691  CARROLL
 end  42.1316680929413  -89.783599495409  CARROLL
 Thurman Creek
 204
 start  40.1277667094818  -91.234525810555  ADAMS
 end  40.1580795200863  -91.1501036788115  ADAMS
 Tournear Creek
 193
 start  39.9042285951329  -91.2447718289928  ADAMS
 end  39.8738503674823  -91.1658282439773  ADAMS
 Unnamed Tributary of Apple River
 375
 start  42.3613497834653  -90.1603277978963  JO DAVIESS
 end  42.3651703478401  -90.1182227692179  JO DAVIESS
 Unnamed Tributary of Bear Creek
 197
 start  40.3187160045841  -91.2379753573306  HANCOCK
 end  40.3220475782343  -91.2218711128768  HANCOCK
 201
 start  40.2483484763178  -91.2634157983708  HANCOCK
 end  40.2576281291385  -91.2420554576986  HANCOCK
 Unnamed Tributary of Copperas Creek
 149
 start  41.3759130587612  -90.8569366994939  ROCK ISLAND

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  41.3735944469795  -90.829794872711  ROCK ISLAND
 Unnamed Tributary of Furnace Creek
 373
 start  42.3419228115146  -90.2583358633166  JO DAVIESS
 end  42.3737126096251  -90.2971522307335  JO DAVIESS
 374
 start  42.3419228115146  -90.2583358633166  JO DAVIESS
 end  42.3615209718591  -90.24931703774  JO DAVIESS
 Unnamed Tributary of South Edwards River
 143
 start  41.2011516193172  -90.1850818577344  HENRY
 end  41.1943841818099  -90.1839265246101  HENRY
 Unnamed Tributary of South Fork of Bear Creek
 206
 start  40.0797919556019  -91.1461193615862  ADAMS
 end  40.0587441356106  -91.1467388825794  ADAMS
 West Fork of Apple River
 379
 start  42.4777531846594  -90.1103501186504  JO DAVIESS
 end  42.4739843218597  -90.1321517307332  JO DAVIESS
 West Fork of Bear Creek
 195
 start  40.3385207135212  -91.2203393068898  HANCOCK
 end  40.3592824400704  -91.2334357995319  HANCOCK
 Yankee Branch
 147
 start  41.2850778212191  -90.9379823025264  MERCER
 end  41.2926277702981  -90.9335620769218  MERCER
 Ohio
 Big Creek
 16
 start  37.4366764302436  -88.3127424957005  HARDIN
 end  37.5591274535694  -88.3148730216063  HARDIN
 Big Grand Pierre Creek
 13
 start  37.4163002207384  -88.4338876873615  POPE
 end  37.5702304746463  -88.4292613661871  POPE
 Hayes Creek
 10
 start  37.4452331751972  -88.7114120959417  JOHNSON
 end  37.4559134065693  -88.6286228702431  POPE
 Hicks Branch
 14
 start  37.5432903813926  -88.4245265989312  POPE
 end  37.5391971894773  -88.4135144509885  HARDIN
 Little Lusk Creek
 12
 start  37.4991426291527  -88.5277357332102  POPE
 end  37.5247950767618  -88.5017934865946  POPE
 Little Saline River
 9
 start  37.6429893859023  -88.6229273282692  SALINE

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  37.5783125058777  -88.7169929932876  JOHNSON
 Lusk Creek
 11
 start  37.3685952948804  -88.4926140087969  POPE
 end  37.5649232438096  -88.5644984122843  POPE
 Miss River
 2
 start  36.9810279805712  -89.1311552055554  ALEXANDER
 Ohio River
 1
 start  36.9810279805712  -89.1311552055554  ALEXANDER
 end  37.7995447392016  -88.0255709974801  GALLATIN
 Simmons Creek
 15
 start  37.4274681380208  -88.4392381154217  POPE
 end  37.4644921054999  -88.4850750109356  POPE
 South Fork Saline River
 8
 start  37.6372646144582  -88.6447143188352  SALINE
 end  37.6650992000287  -88.7471054185807  WILLIAMSON
 Unnamed Tributary of Big Creek
 18
 start  37.4816237108967  -88.3412279259479  HARDIN
 end  37.4836843600581  -88.3434390004066  HARDIN
 Wabash River
 488
 start  37.7995447392016  -88.0255709974801  GALLATIN
 Rock
 Beach Creek
 302
 start  41.8989215290323  -89.121081932608  OGLE
 end  41.8637759544565  -89.185844184387  LEE
 Beaver Creek
 322
 start  42.2551087433884  -88.9247700103803  BOONE
 end  42.4341346635117  -88.7603784300954  BOONE
 Black Walnut Creek
 341
 start  42.1132080942552  -89.2141520188153  OGLE
 end  42.061557908797  -89.2316600156935  OGLE
 Brown Creek
 335
 start  42.3568412672282  -89.4493817584574  STEPHENSON
 end  42.3697340053709  -89.4802304815634  STEPHENSON
 Buffalo Creek
 358
 start  41.9242552302868  -89.6809355972221  WHITESIDE
 end  41.9752373833258  -89.6243677263482  OGLE
 Cedar Creek
 337
 start  42.3709196286357  -89.670256711355  STEPHENSON
 end  42.3896058186609  -89.5870343171161  STEPHENSON

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 Coal Creek
 208
 start  41.3941767873198  -89.8287586795479  BUREAU
 end  41.2930847238959  -89.6659810678663  BUREAU
 Coon Creek
 304
 start  42.0365871032824  -89.489365571257  OGLE
 end  42.0550520228278  -89.4762995939105  OGLE
 326
 start  42.254519734978  -88.7945563884938  BOONE
 end  42.1336677087989  -88.6039205825106  DEKALB
 Crane Grove Creek
 371
 start  42.2656461748962  -89.6058461735176  STEPHENSON
 end  42.2317224844045  -89.5804359629382  STEPHENSON
 Deer Creek
 307
 start  42.1046195671697  -88.7267155451459  DEKALB
 end  42.1076541965304  -88.6684575625598  DEKALB
 Dry Creek
 332
 start  42.4322162336943  -89.0509181181504  WINNEBAGO
 end  42.4892211712754  -88.9789486331688  WINNEBAGO
 East Branch South Branch of Kishwaukee River
 306
 start  42.0108038948242  -88.7236807475971  DEKALB
 end  41.9822037358546  -88.5449399063616  KANE
 East Fork Mill Creek
 343
 start  42.1402053009442  -89.2945061380348  OGLE
 end  42.1744627607887  -89.268245093523  OGLE
 Elkhorn Creek
 350
 start  41.8392614813286  -89.6956810578758  WHITESIDE
 end  42.0864514128748  -89.636841111792  OGLE
 Franklin Creek
 303
 start  41.8885909580789  -89.4120344682789  OGLE
 end  41.830393186845  -89.3092915487959  LEE
 Goose Creek
 356
 start  41.9282951879448  -89.692114617634  WHITESIDE
 end  41.9476422569681  -89.6849104470831  OGLE
 Green River
 359
 start  41.6266589513433  -89.5688644755145  LEE
 end  41.8177589430141  -89.1263088319088  LEE
 Kilbuck Creek
 312
 start  42.1838622639314  -89.1301689015062  WINNEBAGO
 end  41.9181917577798  -88.9212387567239  DEKALB
 Kingsbury Creek
 311

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  42.1077794424363  -88.8726630666396  DEKALB
 end  42.1579325310556  -88.8548684690422  BOONE
 Kishwaukee River
 318
 start  42.1866384939252  -89.1320796977525  WINNEBAGO
 end  42.2666635150817  -88.5250450377336  MCHENRY
 Kyte River
 295
 start  41.9881250432719  -89.3232327202272  OGLE
 end  41.9206998470585  -89.0576692414087  OGLE
 Leaf River
 345
 start  42.093677393629  -89.3249228482157  OGLE
 end  42.1545774626081  -89.5725820219443  OGLE
 Lost Creek
 368
 start  42.245723132043  -89.7807765552299  STEPHENSON
 end  42.2314500223394  -89.7709518073782  STEPHENSON
 Middle Creek
 344
 start  42.1559584011258  -89.2911997709031  OGLE
 end  42.1737499306461  -89.2931763612625  OGLE
 Mill Creek
 342
 start  42.1206847838382  -89.2792143996076  OGLE
 end  42.2092574596508  -89.3358557551327  WINNEBAGO
 Mosquito Creek
 323
 start  42.3066628798583  -88.9047855300292  BOONE
 end  42.3100003482313  -88.9099328193755  BOONE
 327
 start  42.246521748985  -88.7802719043895  BOONE
 end  42.1906300595167  -88.7849304281662  BOONE
 Mud Creek
 325
 start  42.2592878387497  -88.7503449689069  BOONE
 end  42.2805097009077  -88.7381130663589  BOONE
 346
 start  42.1301628959448  -89.4043328758949  OGLE
 end  42.1639762007661  -89.4554911246235  OGLE
 North Branch Kishwaukee River
 320
 start  42.2655855837644  -88.5514660318739  MCHENRY
 end  42.4163330454161  -88.5232715616737  MCHENRY
 North Branch Otter Creek
 292
 start  42.4412940471901  -89.3074016078782  WINNEBAGO
 end  42.4570625094589  -89.356265092275  WINNEBAGO
 North Fork Kent Creek
 333
 start  42.2621663352674  -89.0944316410734  WINNEBAGO
 end  42.310438304708  -89.1651357273603  WINNEBAGO
 Otter Creek

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 291
 start  42.4565457866811  -89.2410171137247  WINNEBAGO
 end  42.4412940471901  -89.3074016078782  WINNEBAGO
 348
 start  42.1345277930786  -89.411492883497  OGLE
 end  42.1911608097275  -89.4222625773931  OGLE
 Owens Creek
 310
 start  42.1012605056104  -88.8850996053184  DEKALB
 end  41.994362186304  -88.8506687869106  DEKALB
 Pine Creek
 305
 start  41.9113031895505  -89.452879176459  OGLE
 end  42.0376146514025  -89.4909007464322  OGLE
 Piscasaw Creek
 324
 start  42.2618063936707  -88.8176068924198  BOONE
 end  42.3916885547221  -88.7041339551642  MCHENRY
 Raccoon Creek
 328
 start  42.4479288873423  -89.098286193015  WINNEBAGO
 end  42.4829761640917  -89.1400856130022  WINNEBAGO
 Reid Creek
 353
 start  41.8644109921615  -89.5919014348703  LEE
 end  41.9135187969506  -89.5728723309406  OGLE
 Richland Creek
 336
 start  42.3456275295301  -89.6832413426115  STEPHENSON
 end  42.5047442687577  -89.6477619118761  STEPHENSON
 Rock River
 294
 start  41.9881250432719  -89.3232327202272  OGLE
 end  42.4962174640048  -89.0418910839077  WINNEBAGO
 Rock Run
 490
 start  42.3211872463585  -89.4237342452712  STEPHENSON
 end  42.4281098959774  -89.4483616268915  STEPHENSON
 Rush Creek
 321
 start  42.2560676137827  -88.7031592940742  MCHENRY
 end  42.4031741332744  -88.5930626223964  MCHENRY
 Silver Creek
 338
 start  42.0611717976691  -89.335901928201  OGLE
 end  42.0866765435436  -89.3839889015445  OGLE
 Skunk Creek
 354
 start  41.8794703976699  -89.7072621672884  WHITESIDE
 end  41.897582187238  -89.7290746844729  WHITESIDE
 South Branch Kishwaukee River
 308
 start  42.2001609257306  -88.9840657029051  WINNEBAGO

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  41.9015798699947  -88.7706697182685  DEKALB
 315
 start  42.2627093767756  -88.5609522875415  MCHENRY
 end  42.1066209842679  -88.4620443477841  KANE
 South Branch of Otter Creek
 280
 start  42.4412940471901  -89.3074016078782  WINNEBAGO
 end  42.4343122756071  -89.3600650183381  WINNEBAGO
 South Fork of Leaf River
 347
 start  42.1296104494647  -89.4546456401589  OGLE
 end  42.1085718337046  -89.5037134270228  OGLE
 South Kinnikinnick Creek
 330
 start  42.419961259532  -89.018119476068  WINNEBAGO
 end  42.4190921988888  -88.8710507717794  BOONE
 Spring Creek
 339
 start  42.0709215390383  -89.325546679708  OGLE
 end  42.0590157098796  -89.3110803788049  OGLE
 Spring Run
 313
 start  42.0402370001041  -89.0065478421579  OGLE
 end  42.0507770466662  -88.9858854279893  OGLE
 Steward Creek
 297
 start  41.8903673258897  -89.1021064698423  OGLE
 end  41.8259979751563  -88.9624738458404  LEE
 Stillman Creek
 340
 start  42.1259475370515  -89.2319193482332  OGLE
 end  42.0372051268587  -89.1542573242497  OGLE
 Sugar Creek
 352
 start  41.8392614813286  -89.6956810578758  WHITESIDE
 end  41.8644109921615  -89.5919014348703  LEE
 Sugar River
 293
 start  42.4357992567436  -89.1971727593158  WINNEBAGO
 end  42.4982890047043  -89.2624235677856  WINNEBAGO
 Sumner Creek
 334
 start  42.3227762010459  -89.3830042631004  WINNEBAGO
 end  42.25195988987  -89.3997975146614  STEPHENSON
 Turtle Creek
 329
 start  42.4929910323531  -89.0439958173493  WINNEBAGO
 end  42.4961371053418  -89.0246519221989  WINNEBAGO
 Unnamed Tributary
 361
 start  41.6608316904842  -89.4728200038511  LEE
 end  41.6425311558513  -89.4137140926471  LEE
 365

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  41.7443681625006  -89.168951821186  LEE
 end  41.738182745458  -89.1042187039322  LEE
 492
 start  42.1246069284208  -88.5882544654343  DEKALB
 end  42.1028295788327  -88.5105326912596  KANE
 Unnamed Tributary of Buffalo Creek
 357
 start  41.9332348110612  -89.6342816030603  OGLE
 end  41.93890647032  -89.6092042883405  OGLE
 Unnamed Tributary of Coon Creek
 282
 start  42.1336677087989  -88.6039205825106  DEKALB
 end  42.0754334787177  -88.5442273447775  KANE
 491
 start  42.150113155436  -88.6091713292612  DEKALB
 end  42.1691790844289  -88.5070973943593  MCHENRY
 Unnamed Tributary of Elkhorn Creek
 355
 start  41.9378871254405  -89.7318712136894  CARROLL
 end  41.9525180771018  -89.7332762139612  CARROLL
 Unnamed Tributary of Green River
 360
 start  41.8177589430141  -89.1263088319088  LEE
 end  41.8012094828667  -89.0296681468724  LEE
 362
 start  41.66455888603  -89.4729486542104  LEE
 end  41.650155479351  -89.4398464027055  LEE
 364
 start  41.750735979575  -89.2189268880904  LEE
 end  41.7278383993539  -89.1577958588247  LEE
 366
 start  41.7304138832457  -89.2547363744761  LEE
 end  41.7421804770435  -89.2683034846455  LEE
 367
 start  41.7336722733557  -89.2459381167869  LEE
 end  41.6996843512729  -89.2025409068097  LEE
 489
 start  41.7765356433433  -89.1781811586274  LEE
 end  41.791148742648  -89.1782543204659  LEE
 Unnamed Tributary of Kyte River
 298
 start  41.969037423435  -89.2727932207785  OGLE
 end  41.9423468128644  -89.2676252361535  OGLE
 299
 start  41.9474122868214  -89.1742920304606  OGLE
 end  41.9511979792854  -89.1378721025283  OGLE
 Unnamed Tributary of North Branch Kishwaukee River
 319
 start  42.4163330454161  -88.5232715616737  MCHENRY
 end  42.4218523642031  -88.5063783493938  MCHENRY
 Unnamed Tributary of Rock River
 331
 start  42.3730089457359  -89.0581319432428  WINNEBAGO

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 end  42.382841503485  -89.0950184603254  WINNEBAGO
 Unnamed Tributary of South Branch Kishwaukee River
 309
 start  42.1219922946716  -88.9236557341498  DEKALB
 end  42.1138208388943  -88.9372243118963  DEKALB
 316
 start  42.1565644453666  -88.4449935784875  MCHENRY
 end  42.1594149792506  -88.4178533576301  MCHENRY
 317
 start  42.234010247227  -88.5199093723576  MCHENRY
 end  42.2225793216803  -88.5259266256801  MCHENRY
 Unnamed Tributary of Spring Run
 314
 start  42.0401565844742  -88.9948863767949  OGLE
 end  42.0116835703089  -88.9710672286801  OGLE
 Unnamed Tributary of Steward Creek
 296
 start  41.8444592840822  -89.0070046248547  LEE
 end  41.8601589546913  -88.9714244440014  LEE
 300
 start  41.871719116543  -89.069434926448  LEE
 end  41.8792477545579  -89.037635229652  LEE
 Unnamed Tributary of Yellow Creek
 369
 start  42.3067615221991  -89.8535571166391  STEPHENSON
 end  42.3493669268537  -89.8275355259147  STEPHENSON
 West Fork Elkhorn Creek
 351
 start  42.0864514128748  -89.636841111792  OGLE
 end  42.0924853439498  -89.6474944357754  OGLE
 Willow Creek
 363
 start  41.7653209616214  -89.1943294683724  LEE
 end  41.7141851660088  -89.032161004274  LEE
 Yellow Creek
 370
 start  42.2899156684427  -89.5696276563017  STEPHENSON
 end  42.3796215769162  -89.9350879560031  JO DAVIESS
 Wabash
 Bean Creek
 437
 start  40.2950579779894  -87.7823902126108  VERMILION
 end  40.3344744135429  -87.7494458762005  VERMILION
 Big Creek
 457
 start  39.3351439545995  -87.5878012286214  CLARK
 start  39.436126036547  -87.7023848396263  CLARK
 Bluegrass Creek
 436
 start  40.301292752824  -87.7969361668719  VERMILION
 end  40.381268589802  -87.8562389558508  VERMILION
 Brouilletts Creek

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 450
 start  39.7057649552945  -87.5509615193818  EDGAR
 end  39.797449971524  -87.7178559181463  EDGAR
 Brush Creek
 468
 start  38.993072718826  -88.1273817532169  JASPER
 end  38.9675510537677  -88.1471375817992  JASPER
 Brushy Fork
 484
 start  39.7161188745587  -88.0853294840712  DOUGLAS
 end  39.8111289403664  -87.8839288887749  EDGAR
 Buck Creek
 435
 start  40.3115126234324  -87.9255710854089  VERMILION
 end  40.2862675329103  -87.9704593374522  CHAMPAIGN
 Cassell Creek
 473
 start  39.4866434423672  -88.2094970436354  COLES
 end  39.4909698054293  -88.207848854172  COLES
 Catfish Creek
 477
 start  39.680891264864  -87.9341744320393  EDGAR
 end  39.6581354970801  -87.8937116601235  EDGAR
 Clark Branch
 483
 start  39.8111289403664  -87.8839288887749  EDGAR
 end  39.8226610039489  -87.8513747624001  EDGAR
 Collison Branch
 439
 start  40.2351860050982  -87.7725365689525  VERMILION
 end  40.2197161120333  -87.803155121171  VERMILION
 Cottonwood Creek
 469
 start  39.2033657707304  -88.2765033266093  CUMBERLAND
 end  39.3142137713574  -88.229342077034  CUMBERLAND
 Crabapple Creek
 452
 start  39.7057649552945  -87.5509615193818  EDGAR
 end  39.8065708276187  -87.6467768455628  EDGAR
 Crooked Creek
 465
 start  38.9817031629594  -88.066438923761  JASPER
 end  39.0356467346919  -88.0923368283887  JASPER
 Deer Creek
 485
 start  39.7053403128076  -88.0850387247647  DOUGLAS
 end  39.7025679945443  -88.2058470030399  DOUGLAS
 Donica Creek
 479
 start  39.6453315324326  -87.9892294370803  COLES
 end  39.6172623271272  -87.9782640861296  COLES
 Dudley Branch
 475

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  39.5115642227627  -88.0564563693231  COLES
 end  39.5068188298145  -88.043669581567  COLES
 East Crooked Creek
 287
 start  39.0356467346919  -88.0923368283887  JASPER
 end  39.1659729856615  -88.0610310241876  JASPER
 East Fork Big Creek
 458
 start  39.436126036547  -87.7023848396263  CLARK
 end  39.5471103780713  -87.760040304497  EDGAR
 Embarras River
 460
 start  38.9148628762488  -87.9834798036322  JASPER
 end  39.7161188745587  -88.0853294840712  DOUGLAS
 Feather Creek
 432
 start  40.1172818042134  -87.8342855159987  VERMILION
 end  40.1416543211304  -87.8399367268356  VERMILION
 Greasy Creek
 480
 start  39.6325904592965  -88.0822649850404  COLES
 end  39.6182255297223  -88.1320998047424  COLES
 Hickory Creek
 464
 start  38.9714278418083  -87.972721454297  JASPER
 end  38.99191464315  -87.989292523907  JASPER
 Hickory Grove Creek
 478
 start  39.6581354970801  -87.8937116601235  EDGAR
 end  39.5712873627184  -87.8825676201308  EDGAR
 Hurricane Creek
 470
 start  39.2889007816578  -88.1544749600653  CUMBERLAND
 end  39.3793118297358  -88.0668208708762  COLES
 Jordan Creek
 433
 start  40.0794151192358  -87.7990673709556  VERMILION
 end  40.0588834821927  -87.8360461636444  VERMILION
 443
 start  40.3360527696651  -87.6231745570584  VERMILION
 end  40.3553265493525  -87.5278198412106  VERMILION
 Kickapoo Creek
 471
 start  39.4379695819539  -88.1681483569976  COLES
 end  39.4597583113682  -88.2917593820249  COLES
 Knights Branch
 438
 start  40.2763499940372  -87.7961879249888  VERMILION
 end  40.2520446574291  -87.8336356533235  VERMILION
 Little Embarras River
 476
 start  39.5736361588448  -88.0726889440362  COLES
 end  39.680891264864  -87.9341744320393  EDGAR

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 Little Vermilion River
 426
 start  39.9463345271443  -87.5536756201362  VERMILION
 end  39.9593741043792  -87.6447473681732  VERMILION
 Middle Branch
 442
 start  40.3096675860339  -87.6376716065503  VERMILION
 end  40.417753327133  -87.5275419211693  VERMILION
 Middle Fork of Vermilion River
 428
 start  40.1035656386662  -87.7169902321166  VERMILION
 end  40.4043343147541  -88.0191381621282  FORD
 Mill Creek
 487
 start  39.2394256838229  -87.6762126527038  CLARK
 end  39.3566749194214  -87.7425049309309  CLARK
 Muddy Creek
 242
 start  39.1821395682335  -88.2309155529877  CUMBERLAND
 end  39.2033657707304  -88.2765033266093  CUMBERLAND
 North Fork of Embarras River
 461
 start  38.9148628762488  -87.9834798036322  JASPER
 end  39.0924749553725  -87.9784039128617  JASPER
 North Fork Vermilion River
 441
 start  40.236054881277  -87.6293326109766  VERMILION
 end  40.5010729612407  -87.5261721834388  IROQUOIS
 Panther Creek
 462
 start  39.0924749553725  -87.9784039128617  JASPER
 end  39.184289386946  -88.0087906828419  CUMBERLAND
 Polecat Creek
 474
 start  39.5013303165832  -88.1055006912296  COLES
 end  39.5162859310237  -88.0338496162262  COLES
 Riley Creek
 472
 start  39.4712869216685  -88.2108945161318  COLES
 end  39.5116227820733  -88.2569469311765  COLES
 Salt Fork
 429
 start  40.1035656386662  -87.7169902321166  VERMILION
 end  40.0368232483006  -88.0746580039075  CHAMPAIGN
 455
 start  39.7425080214619  -87.572919448772  EDGAR
 end  39.8018493662144  -87.5775868051385  EDGAR
 Snake Creek
 454
 start  39.7128111863363  -87.6415954465778  EDGAR
 end  39.7066978623237  -87.6543043306751  EDGAR
 South Fork of Brouilletts Creek
 453

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 start  39.7256495590209  -87.6437626049444  EDGAR
 end  39.7319449005729  -87.6951881181821  EDGAR
 Stony Creek
 431
 start  40.0943454186494  -87.8170769835194  VERMILION
 end  40.1548847864725  -87.8840063394108  VERMILION
 Sugar Creek
 456
 start  39.4838820536199  -87.5320762217325  EDGAR
 end  39.6298164781408  -87.6762882912482  EDGAR
 Unnamed Tributary of Big Creek
 459
 start  39.5047911835054  -87.7121475341945  EDGAR
 end  39.5692784693864  -87.7194139533441  EDGAR
 Unnamed Tributary of Brouilletts Creek
 451
 start  39.797449971524  -87.7178559181463  EDGAR
 end  39.831592697221  -87.7758036967074  EDGAR
 Unnamed Tributary of Brushy Fork
 482
 start  39.7340344129883  -88.0771406153965  DOUGLAS
 end  39.802586616189  -88.0753634663247  DOUGLAS
 Unnamed Tributary of Deer Creek
 486
 start  39.7102184848625  -88.1385435180688  DOUGLAS
 end  39.678866903649  -88.1425332064637  DOUGLAS
 Unnamed Tributary of Embarras River
 467
 start  38.9934159067144  -88.129258689394  JASPER
 end  39.0034725453128  -88.1210073578163  JASPER
 Unnamed Tributary of Greasy Creek
 481
 start  39.6182255297223  -88.1320998047424  COLES
 end  39.621059195964  -88.1538483534688  COLES
 Unnamed Tributary of Hickory Creek
 210
 start  38.99191464315  -87.989292523907  JASPER
 end  39.0117394234421  -87.9896104862878  JASPER
 Unnamed Tributary of Middle Fork Vermilion River
 434
 start  40.3478602982847  -87.9479087836067  CHAMPAIGN
 end  40.3408935605508  -87.9885982351498  CHAMPAIGN
 Unnamed Tributary of Stony Creek
 430
 start  40.1548847864725  -87.8840063394108  VERMILION
 end  40.1706704853124  -87.9033972187304  VERMILION
 Unnamed Tributary of North Fork of the Vermilion River
 444
 start  40.3553498759616  -87.6852979017427  VERMILION
 end  40.3665727663496  -87.733231992072  VERMILION
 445
 start  40.483638183168  -87.5751075709757  VERMILION
 end  40.4930209841439  -87.5771391859822  IROQUOIS

 BASIN NAME
 Segment Name
 Segment No.

 End Points  Latitude  Longitude  COUNTY

 446
 start  40.423223711311  -87.6788932053507  VERMILION
 end  40.4280461995299  -87.6895565256772  VERMILION
 Vermilion River
 427
 start  40.0116868805566  -87.5337540394346  VERMILION
 end  40.1035656386662  -87.7169902321166  VERMILION
 Wabash River
 488
 end  39.3034266238732  -87.605592332246  CLARK
 West Crooked Creek
 466
 start  39.0356467346919  -88.0923368283887  JASPER
 end  39.0545759701349  -88.1009871944535  JASPER
 West Fork Big Creek
 19
 start  39.436126036547  -87.7023848396263  CLARK
 end  39.5012337820195  -87.8003199656505  EDGAR
 Willow Creek
 463
 start  39.0191952007294  -87.9402449982878  CRAWFORD
 end  39.0529145507759  -87.9280073176635  CRAWFORD
 
 
(Source: Added at 32 Ill. Reg. 2254, effective January 28, 2008)
 

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