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Marcia Willhite
Illinois EPA
MECC
October 29, 2015
1
Chicago Area Waterway
Rulemaking (R08-9)
 R08-9 was filed with the Illinois Pollution Control
Board in October 2007
2
Chicago Area Waterway
Rulemaking (R08-9)
 Four sub-dockets were established in March 2010.
 Sub-docket A: Completed. Addressed issues related to
Recreational Use designations.
 Sub-docket B: Completed. Addressed issues related to
disinfection and whether or not disinfection may or may
not be necessary to meet those designations.
 Sub-docket C: Completed, but currently under review by
USEPA. Addressed proposed Aquatic Life Uses.
 Sub-docket D: Completed, but needs review by USEPA.
Addresses water quality standards and the criteria
necessary to meet the Aquatic Life Use designations.
3
Chicago Area Waterway
Rulemaking (R08-9)Before this rulemaking, these waterbodies were considered as Secondary
Contact:
1. North Shore Channel – Use A
2. North Branch Chicago River – Use A
3. Chicago River - General Use
4. South Branch Chicago River – Use A
5. South Fork tributary to South Branch Chicago River - Secondary Contact and
IAL
6. Chicago Sanitary and Ship Canal (CSSC) – Use B
7. Lower Des Plaines River
8. Calumet River – Use A
9. Lake Calumet – Use A
10. Lake Calumet Connecting Channel - Use A
11. Grand Calumet River - Use A
12. Little Calumet River - Use A
13. Calumet-Sag Channel - Use A
5
Chloride Standard Adopted by the Board
 The Board adopted a year round single value of 500 mg/L
chloride water quality standard for the Upper Dresden Island
Pool, Aquatic Life Use A waters and Aquatic Life Use B waters.
 302.407 (g)(2) – effective July 1, 2015 until July 1, 2018
 May 1 – November 30
 Chloride = 500 mg/L
 December 1 – April 30
 Total Dissolved Solids = 1,500 mg/L
 302.407 (g)(3) – effective July 1, 2018
 Chloride = 500 mg/L
 Also, a site specific rule for the Chicago Sanitary and Ship Canal
 December 1 - April 30
 Chronic water quality standard of 620 mg/L
 Acute water quality standard of 990 mg/L
6
Reports/Data on Chloride
Concentrations in Illinois Streams
1. USGS’s article - Urban Stream Contamination
Increasing Rapidly Due to Road Salt
 WI.Water.USGS.gov
2. The Sources, Distribution, and Trends of Chlorides in
the Waters of the Illinois
 Kelly Report
3. MWRDGC’s Data Network
4. Data at I-55 bridge
5. Other data
7
Wintertime Chloride Data at
Lockport
8
Chloride percentages above 500 mg/L
Jan. 2001 through Dec. 2012 (Dec. – March)
1. North Shore Channel – 8%
2. North Br. Chicago River – 13%
3. Chicago River – 2%
4. South Br. Chicago River – 4.4%
5. S. Fk. S. Br. Chicago River – 4%
6. CSSC - 6%
7. Des Plaines River – 6% (2001 data only)
8. Calumet River – 0 above 500 mg/L
9. Lake Calumet – no data
10. Lake Calumet Connecting Channel – no data
11. Grand Calumet – 0 above 500 mg/L
12. Little Calumet River – 2.3%
13. Cal-Sag - 2.6%
9
Implications on Point and Non-
Point Sources
 The Illinois EPA uses an acute criterion of 500 mg/L,
but there is no chronic standard.
 The adoption of a chloride water quality standard for
CAWS water bodies will result in listing many of these
water bodies as impaired for 303d/305b purpose.
 Impaired
 TMDL
 The impaired status of CAWS water bodies will
significantly affect point and non-point sources’ ability
to do future projects that would add additional
chloride loadings to these water bodies.
10
Implications
 NPDES
 401
 MS4
11
Possible Solutions
 Technology Controls
 Limited
 Technically infeasible
 Economically unreasonable
 Regulatory Relief
12
13
Variance
 Must comply with two set of requirements
1. State requirements
 415 ILCS 5/35(a)
 35 Ill Adm. Code 104.200, et seq.
2. Federal requirements
• Water Quality Standards Regulatory Revisions; Final Rule, 40
CFR 131 (FR Vol. 80, No. 162/ Friday, August 21, 2015)
14
Variance – State Regulations
 Temporary exemption from any specified rule,
regulation, requirement, or order of the Board
 Not to exceed five years
 Petitioner must provide adequate proof that
compliance would impose an arbitrary and
unreasonable hardship
15
Petition Content Requirements
 Data describing the nature and extent of the failure to meet the
regulation
 Facts demonstrating compliance with regulation cannot be
achieved by any compliance date
 Efforts that would be necessary to achieve immediate
compliance with the regulation
 All possible compliance alternatives, with corresponding costs
for each alternative
 Reasons that immediate compliance would impose an arbitrary
or unreasonable hardship
 Detailed description of compliance plan
 Description of environmental impact
 Consistency with Federal Law
16
Variance – Federal Regulations
 USEPA considers a variance to be a temporary
modification to the designated use and associated
water quality criteria.
 Variances have been based on analyses that meet the
requirements governing removal of a use – 40 CFR
131.10(g).
17
Removal of Use - 10g Factors
 40 CFR 131.10(g) authorizes the removal of a designated use with a demonstration that it
is not feasible to attain the designated use of the water body because of any of the
following factors:
1. Naturally occurring pollutant concentrations prevent the attainment of the use;
2. Natural, ephemeral, intermittent or low flow conditions or water levels prevent the
attainment of the use, unless these conditions may be compensated for by the discharge
of sufficient volume of effluent discharges without violating state water conservation
requirements to enable uses to be met;
3. Human caused conditions or sources of pollution prevent the attainment of the
use and cannot be remedied or would cause more environmental damage to
correct than to leave in place;
4. Dams, diversions or other types of hydrologic modifications preclude the attainment of
the use, and it is not feasible to restore the water body to its original condition or to
operate such modification in a way that would result in the attainment of the use;
5. Physical conditions related to the natural features of the water body, such as the lack of
a proper substrate, cover, flow, depth, pools, riffles, and the like, unrelated to water
quality, preclude attainment of aquatic life protection uses; or
6. Controls more stringent than those required by sections 301(b) and 306 of the
Act would result in substantial and widespread economic and social impact.
18
Potential Components of
Demonstration
 40 CFR 131.10(g)(3) Human Caused Conditions
 monitoring data to determine the current ambient conditions; this is the
first hurdle to get past; multiple excursions and by a substantial margin
 maps showing the geographical extent of the problem
 engineering studies and literature of the relevant remediation alternatives
or BMPs that could be implemented and documentation that none of the
alternatives or practices, if implemented, would result in attaining the
designated use and criteria within variance timeframe;
 description, with supporting information from the scientific literature, of
the environmental impacts associated with the remedial alternatives and
an analysis of what could be done in an environmentally safe manner
 data/info showing the associated pollutant reductions achievable within
the timeframe of the variance compared to reductions needed to achieve
the designated use and criteria
19
Potential Components of
Demonstration
 40 CFR 131.10(g)(6) Social and Economic Impacts
 documentation and burden of proof
 social impact analysis
 use of economic interim guidance 1995, if necessary
20
Variance Types
 Single discharger
 Multiple dischargers
 Segments of waterbodies
 Entire waterbodies
 Illinois EPA recommends a waterbody specific
variance.
21
Requirements
 Requirements for waterbody specific variance:
 The highest attainable interim use and interim numeric
criterion; or
 An interim numeric effluent condition that reflects the
highest attainable condition for a specific permittee(s)
during the term of the variance.
22
Renewal
 10-year term with option to renew is a possibility, but
not automatic
 USEPA will consider:
 Whether conditions have changed
 Whether new or additional information suggest that the use
and criterion are not attainable in the future
 Whether feasible progress is being made toward the
designated use and if additional time is needed
 Documentation of the steps taken to meet the requirement
of the previous variance
 Documentation as to whether and to what extent cost-
effective and reasonable BMPs have been implemented to
address the pollutant
23
UAA Chloride Variance
24
Watershed
 What is the watershed?
 Main Segment only?
 Also include tributaries?
25
Applicability to Non-Winter
Months
 May 1 – November 30
 Basis for non-winter months?
 Standard 500 mg/L
 Basis for standard?
26
Applicability to Winter Months
 December 1 – April 30
 Basis for winter months?
 Interim water quality standard:
 No standard
 Focus would be on applying BMPs to point sources and non-point
sources to achieve highest attainable stream quality
 Basis for applying BMPs instead of having water quality
standard?
 Quantify existing loading
 Quantify existing BMP usage
27
BMPs list
 Point sources
 Non-point sources
 Salt Piles (storage handling)
Load limit in NPDES permit in addition to BMPs?
28
29
Workgroup
 A workgroup responsible for:
 Responsible for filing the variance petition (as a whole group vs.
individually);
 Waterbody Specific Variance or Multi-Discharger Variance
 Forming subgroups to complete items necessary under state/federal
requirements;
 Identify additional data collection needs;
 Identifying effective BMPs for point/non-point sources;
 Determining responsibilities for instituting and tracking of BMPs;
 Establishing time-frames/deadlines for accomplishing tasks;
 Developing reporting requirements for group and individual
sources;
 Establishing accountability requirements (yearly reporting
requirements); and
 Establishing and implementing participation requirements.
30

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Marcia Willhite, Illinois EPA, Chloride Issue in the Chicago Area Waterway System, Midwest Environmental Compliance Conference, Chicago, October 29-30, 2015

  • 2. Chicago Area Waterway Rulemaking (R08-9)  R08-9 was filed with the Illinois Pollution Control Board in October 2007 2
  • 3. Chicago Area Waterway Rulemaking (R08-9)  Four sub-dockets were established in March 2010.  Sub-docket A: Completed. Addressed issues related to Recreational Use designations.  Sub-docket B: Completed. Addressed issues related to disinfection and whether or not disinfection may or may not be necessary to meet those designations.  Sub-docket C: Completed, but currently under review by USEPA. Addressed proposed Aquatic Life Uses.  Sub-docket D: Completed, but needs review by USEPA. Addresses water quality standards and the criteria necessary to meet the Aquatic Life Use designations. 3
  • 4.
  • 5. Chicago Area Waterway Rulemaking (R08-9)Before this rulemaking, these waterbodies were considered as Secondary Contact: 1. North Shore Channel – Use A 2. North Branch Chicago River – Use A 3. Chicago River - General Use 4. South Branch Chicago River – Use A 5. South Fork tributary to South Branch Chicago River - Secondary Contact and IAL 6. Chicago Sanitary and Ship Canal (CSSC) – Use B 7. Lower Des Plaines River 8. Calumet River – Use A 9. Lake Calumet – Use A 10. Lake Calumet Connecting Channel - Use A 11. Grand Calumet River - Use A 12. Little Calumet River - Use A 13. Calumet-Sag Channel - Use A 5
  • 6. Chloride Standard Adopted by the Board  The Board adopted a year round single value of 500 mg/L chloride water quality standard for the Upper Dresden Island Pool, Aquatic Life Use A waters and Aquatic Life Use B waters.  302.407 (g)(2) – effective July 1, 2015 until July 1, 2018  May 1 – November 30  Chloride = 500 mg/L  December 1 – April 30  Total Dissolved Solids = 1,500 mg/L  302.407 (g)(3) – effective July 1, 2018  Chloride = 500 mg/L  Also, a site specific rule for the Chicago Sanitary and Ship Canal  December 1 - April 30  Chronic water quality standard of 620 mg/L  Acute water quality standard of 990 mg/L 6
  • 7. Reports/Data on Chloride Concentrations in Illinois Streams 1. USGS’s article - Urban Stream Contamination Increasing Rapidly Due to Road Salt  WI.Water.USGS.gov 2. The Sources, Distribution, and Trends of Chlorides in the Waters of the Illinois  Kelly Report 3. MWRDGC’s Data Network 4. Data at I-55 bridge 5. Other data 7
  • 8. Wintertime Chloride Data at Lockport 8
  • 9. Chloride percentages above 500 mg/L Jan. 2001 through Dec. 2012 (Dec. – March) 1. North Shore Channel – 8% 2. North Br. Chicago River – 13% 3. Chicago River – 2% 4. South Br. Chicago River – 4.4% 5. S. Fk. S. Br. Chicago River – 4% 6. CSSC - 6% 7. Des Plaines River – 6% (2001 data only) 8. Calumet River – 0 above 500 mg/L 9. Lake Calumet – no data 10. Lake Calumet Connecting Channel – no data 11. Grand Calumet – 0 above 500 mg/L 12. Little Calumet River – 2.3% 13. Cal-Sag - 2.6% 9
  • 10. Implications on Point and Non- Point Sources  The Illinois EPA uses an acute criterion of 500 mg/L, but there is no chronic standard.  The adoption of a chloride water quality standard for CAWS water bodies will result in listing many of these water bodies as impaired for 303d/305b purpose.  Impaired  TMDL  The impaired status of CAWS water bodies will significantly affect point and non-point sources’ ability to do future projects that would add additional chloride loadings to these water bodies. 10
  • 12. Possible Solutions  Technology Controls  Limited  Technically infeasible  Economically unreasonable  Regulatory Relief 12
  • 13. 13
  • 14. Variance  Must comply with two set of requirements 1. State requirements  415 ILCS 5/35(a)  35 Ill Adm. Code 104.200, et seq. 2. Federal requirements • Water Quality Standards Regulatory Revisions; Final Rule, 40 CFR 131 (FR Vol. 80, No. 162/ Friday, August 21, 2015) 14
  • 15. Variance – State Regulations  Temporary exemption from any specified rule, regulation, requirement, or order of the Board  Not to exceed five years  Petitioner must provide adequate proof that compliance would impose an arbitrary and unreasonable hardship 15
  • 16. Petition Content Requirements  Data describing the nature and extent of the failure to meet the regulation  Facts demonstrating compliance with regulation cannot be achieved by any compliance date  Efforts that would be necessary to achieve immediate compliance with the regulation  All possible compliance alternatives, with corresponding costs for each alternative  Reasons that immediate compliance would impose an arbitrary or unreasonable hardship  Detailed description of compliance plan  Description of environmental impact  Consistency with Federal Law 16
  • 17. Variance – Federal Regulations  USEPA considers a variance to be a temporary modification to the designated use and associated water quality criteria.  Variances have been based on analyses that meet the requirements governing removal of a use – 40 CFR 131.10(g). 17
  • 18. Removal of Use - 10g Factors  40 CFR 131.10(g) authorizes the removal of a designated use with a demonstration that it is not feasible to attain the designated use of the water body because of any of the following factors: 1. Naturally occurring pollutant concentrations prevent the attainment of the use; 2. Natural, ephemeral, intermittent or low flow conditions or water levels prevent the attainment of the use, unless these conditions may be compensated for by the discharge of sufficient volume of effluent discharges without violating state water conservation requirements to enable uses to be met; 3. Human caused conditions or sources of pollution prevent the attainment of the use and cannot be remedied or would cause more environmental damage to correct than to leave in place; 4. Dams, diversions or other types of hydrologic modifications preclude the attainment of the use, and it is not feasible to restore the water body to its original condition or to operate such modification in a way that would result in the attainment of the use; 5. Physical conditions related to the natural features of the water body, such as the lack of a proper substrate, cover, flow, depth, pools, riffles, and the like, unrelated to water quality, preclude attainment of aquatic life protection uses; or 6. Controls more stringent than those required by sections 301(b) and 306 of the Act would result in substantial and widespread economic and social impact. 18
  • 19. Potential Components of Demonstration  40 CFR 131.10(g)(3) Human Caused Conditions  monitoring data to determine the current ambient conditions; this is the first hurdle to get past; multiple excursions and by a substantial margin  maps showing the geographical extent of the problem  engineering studies and literature of the relevant remediation alternatives or BMPs that could be implemented and documentation that none of the alternatives or practices, if implemented, would result in attaining the designated use and criteria within variance timeframe;  description, with supporting information from the scientific literature, of the environmental impacts associated with the remedial alternatives and an analysis of what could be done in an environmentally safe manner  data/info showing the associated pollutant reductions achievable within the timeframe of the variance compared to reductions needed to achieve the designated use and criteria 19
  • 20. Potential Components of Demonstration  40 CFR 131.10(g)(6) Social and Economic Impacts  documentation and burden of proof  social impact analysis  use of economic interim guidance 1995, if necessary 20
  • 21. Variance Types  Single discharger  Multiple dischargers  Segments of waterbodies  Entire waterbodies  Illinois EPA recommends a waterbody specific variance. 21
  • 22. Requirements  Requirements for waterbody specific variance:  The highest attainable interim use and interim numeric criterion; or  An interim numeric effluent condition that reflects the highest attainable condition for a specific permittee(s) during the term of the variance. 22
  • 23. Renewal  10-year term with option to renew is a possibility, but not automatic  USEPA will consider:  Whether conditions have changed  Whether new or additional information suggest that the use and criterion are not attainable in the future  Whether feasible progress is being made toward the designated use and if additional time is needed  Documentation of the steps taken to meet the requirement of the previous variance  Documentation as to whether and to what extent cost- effective and reasonable BMPs have been implemented to address the pollutant 23
  • 25. Watershed  What is the watershed?  Main Segment only?  Also include tributaries? 25
  • 26. Applicability to Non-Winter Months  May 1 – November 30  Basis for non-winter months?  Standard 500 mg/L  Basis for standard? 26
  • 27. Applicability to Winter Months  December 1 – April 30  Basis for winter months?  Interim water quality standard:  No standard  Focus would be on applying BMPs to point sources and non-point sources to achieve highest attainable stream quality  Basis for applying BMPs instead of having water quality standard?  Quantify existing loading  Quantify existing BMP usage 27
  • 28. BMPs list  Point sources  Non-point sources  Salt Piles (storage handling) Load limit in NPDES permit in addition to BMPs? 28
  • 29. 29
  • 30. Workgroup  A workgroup responsible for:  Responsible for filing the variance petition (as a whole group vs. individually);  Waterbody Specific Variance or Multi-Discharger Variance  Forming subgroups to complete items necessary under state/federal requirements;  Identify additional data collection needs;  Identifying effective BMPs for point/non-point sources;  Determining responsibilities for instituting and tracking of BMPs;  Establishing time-frames/deadlines for accomplishing tasks;  Developing reporting requirements for group and individual sources;  Establishing accountability requirements (yearly reporting requirements); and  Establishing and implementing participation requirements. 30