reglab/statecodes huggingface dataset:
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.201 - Wastewater Treatment Plant Discharges of The Metropolitan Water Reclamation District of Greater Chicago

Current through Register Vol. 48, No. 28, July 12, 2024
a)
				Calumet Treatment Plant Discharges:
The effluent standards of Section
				  304.124 as applied to cyanide
				  discharges, Section 304.120(b) and
				  (c), and Section
				  304.122 do not apply to
				  carbonaceous BOD5 (CBOD5), total suspended solids (TSS),
				  cyanide, and ammonia-nitrogen as N discharged from the Calumet Sewage Treatment
				  Works of The Metropolitan Water Reclamation District of Greater Chicago.
				  Instead, it must meet the following effluent standards, subject to the
				  averaging rule of Section
				  304.104(a),
				  effective July 1, 1988:
CONSTITUENT
CONCENTRATION
mg/L
CBOD5
24
TSS
28
Ammonia Nitrogen (as N)
13
Cyanide
0.15
b)
				North Side Sewage Treatment Works:
The effluent standards of Sections
				  304.120(b) and
				  (c) and
				  304.122 do not apply to
				  carbonaceous BOD5 (CBOD5), total suspended solids (TSS),
				  and ammonia-nitrogen discharged from the North Side Sewage Treatment Works of
				  The Metropolitan Water Reclamation District of Greater Chicago. Instead, it
				  must meet the following standard, subject to the averaging rule of Section
				  304.104(a)
				  effective July 1, 1988:
CONSTITUENT
CONCENTRATION
mg/L
CBOD5
12
TSS
20
Ammonia Nitrogen (as N)
April - October
2.5
November - March
4.0
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.202 - Chlor-alkali Mercury Discharges in St. Clair County

Current through Register Vol. 48, No. 28, July 12, 2024
The mercury discharge standards of Section
				  304.124 and 35 Ill. Adm. Code
				  307.1102 do not apply to any
				  manufacturing facility that operates chlor-alkali cells, is located in St.
				  Clair County, and discharges directly or indirectly into the Mississippi River;
				  or to any publicly owned treatment works that receives a manufacturing
				  facility's wastewater. The amount of mercury discharged by any such
				  manufacturing facility must not exceed an average of 114 g/day (0.25 pounds per day) during any
				  calendar month and a maximum of 227 g (0.5 pounds)
				  during any one day. Any publicly owned treatment works that, directly or
				  indirectly, receives such a manufacturing facility's wastewater is entitled to
				  discharge mercury exceeding the levels provided in Section
				  304.124 to the extent that the
				  discharge exceeds those levels because of such a manufacturing facility's
				  discharge.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.203 - Copper Discharges by Olin Corporation

Current through Register Vol. 48, No. 28, July 12, 2024
This Section applies to an existing facility owned by Olin
				  Corporation which discharges to Wood River Creek and the East Fork of Wood
				  River Creek in Madison County. The facility's discharges are not subject to
				  Section 304.105 as it applies to the
				  water quality standard for copper of 35 Ill. Adm. Code
				  302.208.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.204 - Schoenberger Creek: Groundwater Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
a) This rule applies to discharges from an
				existing facility owned by Pfizer Corporation to Schoenberger Creek immediately
				south of the Baltimore and Ohio main tracks in T2N, R9W of the 3rd P.M., St.
				Clair County.
b) This rule applies
				only to discharges of groundwater used as non-contact cooling water in which
				naturally occurring background concentrations have not been increased by
				industrial or other human use.
c)
				Instead of the general effluent standards in Section
				304.124 for the listed
				parameters, these discharges must not exceed the following limitations:
CONSTITUENT
CONCENTRATION
mg/L
Iron (total)
20
Total Suspended Solids
37
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.206 - Alton Water Company Treatment Plant Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
This Section applies to the existing
				  18.3 million gallons per day
				  potable drinking water treatment plant owned by the Alton Water Company, which
				  is located at, and discharges into, river mile
				  204.4 on the Mississippi River.
				  These discharges are not subject to the effluent standards for total suspended
				  solids and total iron of Section
				  304.124.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.207 - Galesburg Sanitary District Deoxygenating Wastes Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
a) The
				deoxygenating wastes general effluent standards of Section
				304.120(c) do
				not apply to the Galesburg Sanitary District discharges into Cedar Creek. These
				discharges must meet the deoxygenating wastes general effluent standards set
				below:
CONSTITUENT
CONCENTRATION
(mg/L)
BOD5 April-November
17
December-March
20
Suspended Solids
June-January
15
February-May
25
b)
				The standards in subsection (a) apply if the Galesburg Sanitary District
				achieves:
1) by November 1, 1984, compliance
				with 35 Ill. Adm. Code
				302.206 throughout Cedar Creek
				downstream of the treatment plant outfall, by effluent aeration, in-stream
				aeration, or other means;
2) by
				November 1, 1984, the prevention of overflows from the intercepting sewers
				before surcharging except when basement backups would result;
3) by March 1, 1984, an operational procedure
				for the influent pumps that prevents interceptor surcharging at flows below
				hydraulic capacity;
4) by March 1,
				1984, the elimination of all downspout connections; and
5) by November 1, 1984, the prevention of
				inflow by sealing all leaking catch basins, replacing all leaking manhole lids
				and frames, and sealing drainage inlets.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.208 - City of Lockport Treatment Plant Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
a) This Section applies only to discharges
				from the City of Lockport's sewage treatment plant into Deep Run Creek in Will
				County, Illinois.
b) The provisions
				of Section 304.120 do not apply to the
				discharges if the discharges do not exceed 20 mg/L of five day biochemical
				oxygen demand (BOD5) or 25 mg/L of total suspended
				solids.
c) The provisions of 35
				Ill. Adm. Code 302.212(b) and
				35 Ill. Adm. Code 302.212(e) do
				not apply to the discharges if the discharges do not cause or contribute to a
				violation of water quality standards in the Des Plaines River or the Chicago
				Sanitary and Ship Canal.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.209 - Wood River Station Total Suspended Solids Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
The limitation on the discharge of Total Suspended Solids
				  contained in Section 304.124(a) does
				  not apply to the discharge from the ash pond system of CTI Development LLC's
				  Wood River Station, located in East Alton, Illinois. Instead, the concentration
				  of Total Suspended Solids must not exceed 30 mg/L as an average of daily values
				  for 30 consecutive days and must not exceed 50 mg/L as a maximum for any one
				  day.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.210 - Alton Wastewater Treatment Plant Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
The discharge from the City of Alton's sewage treatment works
				  outfall 001 sewer located on Wood River Creek, approximately 1,000 feet from
				  its confluence with the Mississippi River, is not subject to Section
				  304.120(c).
				  Instead, the discharge must not exceed the following limitations: 20 milligrams
				  per liter for five-day biochemical oxygen demand (BOD5)
				  and 25 milligrams per liter for total suspended solids. Compliance must be
				  determined consistent with Section
				  304.120(e).
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.211 - Discharges From Borden Chemicals and Plastics Operating Limited Partnership Into an Unnamed Tributary of Long Point Slough (Repealed)

Current through Register Vol. 48, No. 28, July 12, 2024
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.212 - Sanitary District of Decatur Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
a) This Section applies only to effluent
				discharges from the Sanitary District of Decatur's Sewage Treatment Plant into
				the Sangamon River, Macon County, Illinois.
b) The provisions of Section
				304.120(c) do
				not apply to the discharges if the discharges do not exceed 20 mg/L of five-day
				biochemical oxygen demand (BOD5) and 25 mg/L of total
				suspended solids.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.213 - PDV Midwest Refining, L.L.C. Refinery Ammonia Discharge (Repealed)

Current through Register Vol. 48, No. 28, July 12, 2024
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.215 - City of Tuscola Wastewater Treatment Facility Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
The requirements of Section
				  304.123(c) do
				  not apply to the discharges from the City of Tuscola's wastewater treatment
				  facility into Scattering Fork Creek, Douglas County,
				  Illinois.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.216 - Newton Station Suspended Solids Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
The limitation on the discharge of total suspended solids
				  (TSS) in Section 304.124(a) does
				  not apply to the discharge from the ash pond system of Illinois Power
				  Generation Company's Newton Station, located in Jasper County. Instead,
				  Illinois Power Generation Company's ash pond system discharge must not exceed
				  30 mg/L monthly average and 50 mg/L daily composite for TSS, and 15 mg/L
				  monthly average and 30 mg/L daily composite for non-volatile TSS. The
				  definitions of Section
				  304.104(b)
				  apply to these effluent limits.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.218 - City of Pana Phosphorus Discharge

Current through Register Vol. 48, No. 28, July 12, 2024
The general effluent standard for phosphorus as P in Section
				  304.123 does not apply to
				  discharges from the City of Pana wastewater treatment plant. Instead these
				  discharges must comply with an effluent limitation of
				  2.8 mg/L phosphorus as P as
				  measured at the point of discharge.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.219 - North Shore Water Reclamation District Phosphorus Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
a) This Section
				applies to discharges from the North Shore Water Reclamation District excess
				flow discharge facilities at Waukegan and North Chicago into Lake
				Michigan;
b) The requirements of
				Section 304.123(a) do
				not apply to the phosphorus content of the North Shore Water Reclamation
				District excess flow discharges from Waukegan and North Chicago into Lake
				Michigan. Instead, the following requirements apply to North Shore Water
				Reclamation District discharges into Lake Michigan:
1) The North Shore Water Reclamation District
				must not discharge effluent into Lake Michigan from its Waukegan treatment
				plant until after that plant has achieved its maximum treatment flow capacity
				and all the Waukegan treatment plant excess flow retention reservoirs are full
				to capacity;
2) The North Shore
				Water Reclamation District must not discharge effluent into Lake Michigan from
				its North Chicago treatment plant until after that plant has achieved its
				maximum treatment flow capacity, the North Chicago treatment plant excess flow
				retention reservoirs are full to capacity, the maximum rate of transfer of
				untreated effluent to Gurnee has been achieved, the Gurnee treatment plant has
				achieved its maximum treatment flow capacity, and the Gurnee treatment plant
				excess flow retention reservoirs are full to capacity.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.221 - Ringwood Drive Manufacturing Facility in McHenry County

Current through Register Vol. 48, No. 28, July 12, 2024
The general effluent standards for deoxygenating wastes in
				  Section 304.120 do not apply to
				  discharges from the manufacturing facility located on Ringwood Drive in
				  Ringwood, McHenry County, that discharges to an unnamed tributary of Dutch
				  Creek. Instead, these discharges must comply with the following effluent
				  limitations as measured at the point of discharge after the third lagoon and
				  before discharge to the unnamed tributary:
BOD5
25 mg/L
May to September monthly average
35 mg/L
May to September daily maximum
60 mg/L
October to April monthly average
70 mg/L
October to April daily maximum
TSS
12 mg/L
monthly average
30 mg/L
daily maximum
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.222 - Intermittent Discharge of TRC

Current through Register Vol. 48, No. 28, July 12, 2024
The acute TRC water quality standard of 35 Ill. Adm. Code
				  302.208 and
				  302.504(a) by
				  operation of Section 304.105 does not apply to any
				  discharge that contains TRC solely as the result of intermittent use for
				  antifouling purposes related to the operation of condensers and cooling
				  systems. For this Section using chlorine or related substances measurable as
				  TRC will be deemed to be intermittent if use is restricted to a maximum of two
				  hours per day per condenser or cooling system unit. Discharge concentration of
				  TRC averaged or composited over the discharge period must not exceed
				  0.2 mg/L and the TRC
				  concentration must not exceed
				  0.5 mg/L at any
				  time.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 304 - EFFLUENT STANDARDS › Subpart B - SITE SPECIFIC RULES AND EXCEPTIONS NOT OF GENERAL APPLICABILITY › Section 304.224 - Effluent Disinfection

Current through Register Vol. 48, No. 28, July 12, 2024
From March 1 through November 30, effluents discharged to the
				  Primary Contact Recreation waters listed in 35 Ill. Adm. Code
				  303.220 must not exceed 400
				  fecal coliform colony forming units (CFU) per 100 ml if fewer than 10 samples
				  are taken in a month. If 10 or more samples are taken in a month, fecal
				  coliform must not exceed a 30-day geometric mean of 200 CFU per 100 ml, and
				  must not exceed 400 CFU per 100 ml in more than 10% of the samples during any
				  30-day period. All effluents in existence on or before February 3, 2012 must
				  meet these standards by March 1, 2016. All new discharges must meet these
				  standards upon the initiation of discharge.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 305 - MONITORING AND REPORTING › Section 305.102 - Reporting Requirements

Current through Register Vol. 48, No. 28, July 12, 2024
a) Every
			 person within this State operating a pretreatment works, treatment works, or
			 wastewater source must submit operating reports to the Illinois Environmental
			 Protection Agency at a frequency to be determined by the Agency. The reports
			 must contain information regarding the quantities of influent and of effluent
			 discharged, of wastes bypassed and of combined sewer overflows; the
			 concentrations of physical, chemical, bacteriological and radiological
			 parameters which shall be specified by the Agency; information concerning the
			 biological impact of the discharge as specified by the Agency, under Section 39
			 of the Act; and any additional information the Agency may reasonably require.
			 For pretreatment works, this reporting requirement only applies to those
			 pretreatment works required to have a pretreatment permit or authorization to
			 discharge under to 35 Ill. Adm. Code 310.
b) Every holder of an NPDES (National
			 Pollutant Discharge Elimination System) permit must comply with the monitoring,
			 sampling, recording and reporting requirements in the permit and this
			 Chapter.
c) Complying with the
			 reporting requirements of 35 Ill. Adm. Code 310 satisfies this reporting
			 requirement.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 305 - MONITORING AND REPORTING › Section 305.103 - Effluent Measurement

Current through Register Vol. 48, No. 28, July 12, 2024
To enable the Agency to inspect and investigate under Section
				4(d) of the Act, all effluent discharge sewers, pipes or outfalls must be
				designed or modified so that a sample of the effluent can be obtained at a
				point after the final treatment process and before discharge to or mixing with
				any waters of the State. All treatment works must include devices for taking
				samples and for measuring and recording effluent flow as the Agency may
				reasonably require.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart A - SYSTEMS RELIABILITY › Section 306.102 - Systems Reliability

Current through Register Vol. 48, No. 28, July 12, 2024
a)
				Malfunctions. All treatment works and associated facilities must be constructed
				and operated to minimize violations of applicable standards during
				contingencies including flooding, adverse weather, power failure, equipment
				failure, or maintenance, through measures including multiple units, holding
				tanks, duplicate power sources, or other appropriate measures.
b) Spills. All reasonable measures, including
				where appropriate catchment areas, relief vessels, or entrapment dikes, must be
				taken to prevent any spillage of contaminants from causing water
				pollution.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart B - INTAKE STRUCTURES › Section 306.201 - Intake Structures

Current through Register Vol. 48, No. 28, July 12, 2024
New water intake structures on waters designated for general
				  use, whose construction begins after the effective date of this Chapter, must
				  be designed to minimize harm to fish and other aquatic
				  organisms.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart C - COMBINED SEWERS AND TREATMENT PLANT BYPASSES › Section 306.302 - Expansion of Combined Sewers

Current through Register Vol. 48, No. 28, July 12, 2024
Expanding existing or establishing new combined sewer service
				  areas is prohibited, except when the Agency has determined from the permit
				  application the following:
a) The
				combined sewer service area has adequate treatment or retention capacity to
				ensure that the effluent limitations of 35 Ill. Adm. Code 304 and the
				provisions of the Act are not violated;
b) Any anticipated increased flow will not
				overload connecting segments of the combined sewer system;
c) Increased flow will not aggravate combined
				sewer overflow problems, including combined sewer surcharges, basement backups,
				and street flow; and
d) The new
				combined sewer service area will be tributary to an existing combined sewer
				system.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart C - COMBINED SEWERS AND TREATMENT PLANT BYPASSES › Section 306.303 - Excess Infiltration

Current through Register Vol. 48, No. 28, July 12, 2024
Excess infiltration into sewers must be eliminated, and the
				  maximum practicable flow must be conveyed to treatment
				  facilities.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart C - COMBINED SEWERS AND TREATMENT PLANT BYPASSES › Section 306.305 - Treatment of Overflows and Bypasses

Current through Register Vol. 48, No. 28, July 12, 2024
All combined sewer overflows and treatment plant bypasses
				  must be given sufficient treatment to prevent pollution or the violation of
				  applicable water quality standards unless an exception has been granted by the
				  Board. Sufficient treatment consists of the following:
a) All dry weather flows, and the first flush
				of storm flows as determined by the Agency, must meet the applicable effluent
				standards; and
b) Additional flows,
				as determined by the Agency but not less than ten times the average dry weather
				flow for the design year, must receive a minimum of primary treatment and
				disinfection with adequate retention time; and
c) Flows exceeding those described in
				subsection (b) must be treated, in whole or in part, to the extent necessary to
				prevent any accumulation of sludge deposits, floating debris, and solids in
				compliance with 35 Ill. Adm. Code
				302.203 and to prevent
				depression of oxygen levels; or
d)
				Compliance with a treatment program authorized by the Board in an exception
				proceeding.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart C - COMBINED SEWERS AND TREATMENT PLANT BYPASSES › Section 306.306 - Compliance Dates

Current through Register Vol. 48, No. 28, July 12, 2024
Compliance with Section
				  306.305 must be achieved on or
				  before the following dates:
a) All
				treatment plant bypasses, by the applicable date for improvement of treatment
				works under 35 Ill. Adm. Code 304.
b) All combined sewer overflows within the
				Metropolitan Sanitary District of Greater Chicago, by December 31,
				1977;
c) All other combined sewer
				overflows, by December 31, 1975.
d)
				The compliance dates set by subsections (b) and (c) must be met unless:
1) The discharger's combined sewer overflow
				is eligible for a construction grant under Section 201(g) of the CWA;
				and,
2) The discharger applied for
				a construction grant on or before March 1, 1977; and,
3) The discharger has timely taken all
				appropriate pre-grant and post-grant actions necessary to the specific grant
				step for which the discharger is then eligible, or
4) The discharger has been granted an
				exception by the Board.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart E - NEW CONNECTIONS › Section 306.401 - Publication of Lists

Current through Register Vol. 48, No. 28, July 12, 2024
a) The Agency
				must publish and make available to the public at intervals of not more than
				three months a comprehensive and up-to-date list of sanitary districts and
				other wastewater treatment or transportation authorities then subject to
				restricted status on further sewer connections, and a list of those which are
				then under critical review by the Agency.
b) Such lists must include the name of the
				affected facility, the responsible authority, and an estimate of the affected
				facility's capacity. The Critical Review List must also include estimates of
				treatment plant and sewer capacity, and the amount of population equivalent
				added according to the Agency permit records since publication of the previous
				list.
c) All such lists must be
				made available without charge to any person upon request and must be published
				in the Pollution Control Board's Environmental Register.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart E - NEW CONNECTIONS › Section 306.402 - Restricted Status

Current through Register Vol. 48, No. 28, July 12, 2024
a) Restricted
				status means the Agency's determination that a sewer has reached hydraulic
				capacity or a sewage treatment plant has reached design capacity and, as a
				result, additional sewer connection permits may no longer be issued without
				causing a violation of the Act or regulations.
b) The Agency may place a sewage treatment
				plant on Restricted Status when any of the following conditions exist, as shown
				by Agency field inspections, operational reports, records of permits issued, or
				other information:
1) Hydraulic overloading of
				the treatment plant as determined by a comparison of the permitted design
				capacity of the plant with the actual average monthly flows measured at the
				plant during the three low-flow months in the preceding 12-month period,
				adjusted to include all outstanding (permitted but not connected) permits
				issued by the Agency, or other information on hydraulic loading of the plant
				available to the Agency (i.e., water pumpage, recent development, demographic
				and meteorological data, etc.);
2)
				Organic overloading of the treatment plant as determined by the comparison of
				the permitted design capacity of the plant with the actual average monthly
				loadings in the preceding 12-month period, adjusted to include all outstanding
				(permitted but not connected) permits issued by the Agency, or other
				information on organic loading of the treatment plant available to the Agency
				(i.e., water pumpage, recent development, demographic and meteorological data,
				etc.);
3) Continuing violation of
				effluent limitations established by the treatment plant's National Pollutant
				Discharge Elimination System (NPDES) permit. Determining a violation of
				effluent limitations must be made according to the sampling, testing, and
				averaging procedures specified in the NPDES permit;
4) Operational neglect resulting in frequent
				bypassing of any treatment unit or units; or
5) An Illinois Pollution Control Board
				decision finding a violation of Section 12(a) of the Environmental Protection
				Act [415
				ILCS 5/12(a) ].
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart E - NEW CONNECTIONS › Section 306.403 - Critical Review

Current through Register Vol. 48, No. 28, July 12, 2024
a) Critical
				review means the Agency's determination that a sewer is approaching hydraulic
				capacity or a sewage treatment plant is approaching design capacity and, as a
				result, additional sewer connection permit applications will require close
				scrutiny to determine whether issuance would result in a violation of the Act
				or regulations.
b) Notification of
				Critical Review is a warning that Restricted Status is imminent unless
				corrective action is taken. A facility may be placed on Critical Review
				whenever, based upon information available to it, the Agency determines that
				the organic or hydraulic loading of any facility is greater than 80% of the
				permitted or designed capacity of that facility, as defined in Section
				306.402.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart E - NEW CONNECTIONS › Section 306.404 - Notification of Individuals Requesting Connections

Current through Register Vol. 48, No. 28, July 12, 2024
Sanitary districts or other wastewater treatment or
				  transportation authorities responsible for authorizing new sewer connections
				  that have been placed on restricted status or critical review by the Agency
				  must notify all individuals requesting connections of the Agency's
				  determination.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart E - NEW CONNECTIONS › Section 306.405 - Notification of Restricted Status or Critical Review

Current through Register Vol. 48, No. 28, July 12, 2024
The Agency must notify the sanitary district or other
				  wastewater treatment or transportation authority of its determination of
				  restricted status or critical review, or refusal to terminate the same, and
				  must give a specific, detailed written statement as to the reasons for the
				  determination.
a) When the Agency
				determines that conditions warrant placing a facility on Restricted Status or
				Critical Review, the Agency must send a letter stating the action proposed, the
				reasons for the action, and a summary of supporting documentation to the
				sanitary district or other wastewater treatment or transportation authority
				responsible for the facility.
b)
				The sanitary district or other wastewater treatment or transportation authority
				must be allowed to submit additional relevant information and to meet with the
				responsible permit engineers or to respond in writing.
c) If, after review of information or
				response offered by the sanitary district or other wastewater treatment or
				transportation authority, the Agency's determination does not change, the
				Agency must send a final notification of Restricted Status or Critical Review,
				stating the meaning and reasons for the action, to the sanitary district or
				other wastewater treatment or transportation authority.
d) The facility thus classified will remain
				under that status until the Agency receives information of a change in
				condition sufficient to warrant a revision of the status, or until a revision
				in status is ordered by the Pollution Control Board. The Agency must send
				notice of any revised status to the sanitary district or other wastewater
				treatment or transportation authority.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart E - NEW CONNECTIONS › Section 306.406 - Appeal

Current through Register Vol. 48, No. 28, July 12, 2024
Any sanitary district or other wastewater treatment or
				  transportation authority responsible for authorizing new sewer connections may
				  petition, under Section 5(d) of the Act and 35 Ill. Adm. Code 105, for a
				  hearing before the Board to contest the decision of the Agency to place it on
				  restricted status.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart F - SITE SPECIFIC RULES AND EXCEPTIONS › Section 306.501 - East St. Louis-Sauget Site-Specific Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
a) The discharge from the sewer system of the
				City of East St. Louis, as described below, is not subject to the treatment
				requirements and timetables of Sections
				306.305(b) and
				306.306. The discharge is
				located in one of or both Lots 305 and 306 of Sixth Subdivision of Cahokia
				Commons and also in the Northwest Quarter Section 23, Township Two North, Range
				Ten West, of the Third Principal Meridian, and is at Mississippi River Mile
				Number 178.7 and at North 38°,
				36"40' latitude and West 90°, 10"40'.
b) The first flush of storm flows must meet
				the applicable effluent standards of 35 Ill. Adm. Code Part 304, except when
				attempting to treat such flows would cause the treatment plant to operate
				beyond design capacity.
c) In
				compliance with 35 Ill. Adm. Code
				302.203, overflows exceeding
				plant treatment capacity must be passed through a 1/2 inch bar screen before
				discharge.
d) Overflows must not
				cause any accumulation of unnatural sludge deposits in the receiving
				stream.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart F - SITE SPECIFIC RULES AND EXCEPTIONS › Section 306.502 - Alton Combined Sewer Overflow Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
a) The discharge from the Piasa-State Street
				Sewer at Mississippi River mile
				202.64 is not subject to 35 Ill.
				Adm. Code 304.106,
				304.120,
				304.121 and
				304.124 during the following
				conditions:
1) Before replacement of the
				existing Locks and Dam 26, when the tailwater elevation exceeds
				415.3 Mean Sea Level (MSL);
				or
2) After replacement of Locks
				and Dam 26, when the pool level exceeds elevation 420 MSL at Mississippi River
				miles 203.12 and
				203.22 (Piasa and State Street
				Outlets relocated).
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 306 - PERFORMANCE CRITERIA › Subpart F - SITE SPECIFIC RULES AND EXCEPTIONS › Section 306.503 - Havana Site-Specific Discharges

Current through Register Vol. 48, No. 28, July 12, 2024
The two discharges from the combined sewer system of the City
				  of Havana, as described below, are not subject to the treatment requirements of
				  Section 306.305(a) or
				  the compliance date of Section
				  306.306(c). The
				  Washington Street discharge is located at the foot of Washington Street in the
				  Northwest Quarter, Section 1, Township 21 North, Range 9 West of the Third
				  Principal Meridian and at West 90°, 4"0' longitude and North 40°,
				  17"55' latitude. The Illinois Street discharge is located at the foot of
				  Illinois Street in the Southwest Quarter, Section 1, Township 21 North, Range 9
				  West of the Third Principal Meridian and at North 40°, 17"35' latitude and
				  West 90°, 4"5' longitude.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart A - GENERAL PROVISIONS › Section 307.1001 - Preamble

Current through Register Vol. 48, No. 28, July 12, 2024
a) This Part places
				certain restrictions on the types, concentrations, and quantities of
				contaminants that can be discharged into sewer systems in the State.
1) Subpart B includes standards for the
				discharge of contaminants to sewer systems. These apply to dischargers to
				publicly owned treatment works (POTWs) and to dischargers to other types of
				treatment works, as specified in each Section.
2) Subparts F through CT include standards
				for the discharge of contaminants from certain industrial source categories
				into POTWs.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart A - GENERAL PROVISIONS › Section 307.1002 - Definitions

Current through Register Vol. 48, No. 28, July 12, 2024
a) The definitions
				of 35 Ill. Adm. Code 301 do not apply to this Part.
b) The definitions of 35 Ill. Adm. Code 310
				apply to this Part.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart A - GENERAL PROVISIONS › Section 307.1003 - Test Procedures for Measurement

Current through Register Vol. 48, No. 28, July 12, 2024
The test procedures for measurement prescribed at
				  40 CFR
				  136 and incorporated by reference in 35 Ill.
				  Adm. Code 310.107 apply to expressions of
				  pollutant amounts, characteristics, or properties in pretreatment standards in
				  this Part, unless otherwise noted or defined in individual
				  Subparts.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart A - GENERAL PROVISIONS › Section 307.1005 - Toxic Pollutants

Current through Register Vol. 48, No. 28, July 12, 2024
a) The
				Board incorporates by reference
				40 CFR
				401.15(2005). This
				incorporation includes no later amendments or editions.
b) A "toxic pollutant" is one of the
				materials listed in
				40 CFR 401.15 or
				in table II or III in appendix D to 40 CFR 122, incorporated by reference in 35
				Ill. Adm. Code
				310.107.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart A - GENERAL PROVISIONS › Section 307.1006 - Electronic Reporting

Current through Register Vol. 48, No. 28, July 12, 2024
The filing of any document under any provision of this Part
				  as an electronic document is subject to 35 Ill. Adm. Code
				  310.106.
BOARD NOTE: Derived from
					 40 CFR
					 3, as added, and
					 40 CFR
					 403.8(g) (2005), as amended
					 at 70 Fed. Reg. 59848 (Oct. 13, 2005).
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart B - GENERAL AND SPECIFIC PRETREATMENT REQUIREMENTS › Section 307.1101 - General and Specific Requirements

Current through Register Vol. 48, No. 28, July 12, 2024
No person may introduce the following types of pollutants
				  into a POTW:
a) General Requirements
1) Pollutants that pass through the POTW;
				or
2) Pollutants that interfere
				with the operation or performance of the POTW.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart B - GENERAL AND SPECIFIC PRETREATMENT REQUIREMENTS › Section 307.1102 - Mercury

Current through Register Vol. 48, No. 28, July 12, 2024
a) Except as
				provided in this Section, no person may cause or allow the concentration of
				mercury in any discharge to a publicly owned or publicly regulated sewer system
				to exceed 0.0005 mg/L, subject to the
				averaging rule contained in 35 Ill. Adm. Code
				304.104(a).
b) Subsection (a) does not apply if the
				discharge is to a publicly owned or publicly regulated sewer system that is
				required to meet a limitation less stringent than the
				0.0005 mg/L mercury
				concentration, in which case the discharge limitation must be the same as that
				applicable to the publicly owned or regulated sewer system to which it
				discharges.
c) Subsection (a) does
				not apply if all the following conditions are met:
1) The discharger does not use mercury, the
				discharger uses mercury and this use cannot be eliminated, or the discharger
				uses mercury only in chemical analysis or in laboratory or other equipment and
				takes reasonable care to avoid contamination of wastewater;
2) The discharge's mercury concentration is
				less than 0.003 mg/L, as determined by
				applying the averaging rules of 35 Ill. Adm. Code
				304.104(a);
3) The discharger is providing the best
				degree of treatment consistent with technological feasibility, economic
				reasonableness, and sound engineering judgment. This may include no treatment
				for mercury; and
4) The discharger
				has an inspection and maintenance program likely to reduce or prevent an
				increase in the level of mercury discharges.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart B - GENERAL AND SPECIFIC PRETREATMENT REQUIREMENTS › Section 307.1103 - Cyanide

Current through Register Vol. 48, No. 28, July 12, 2024
a) Waste to any
				public sewer system must not contain more than 10 mg/L total cyanide, and any
				sample tested must not release more than 2 mg/L of cyanide when tested at a pH
				of 4.5 and a temperature of 66
				°C (150 °F) for 30 minutes, except as permitted by subsection
				(b).
b) Upon application by a
				county, municipality, sanitary district, or public utility and approval by the
				Agency, based upon the Agency's determination that no violation of the effluent
				standards of 35 Ill. Adm. Code 304 or hazard to workers in that sewage works
				will result, limited additional amounts of cyanide exceeding the standards in
				subsection (a) may be discharged to the sewage works of that county, sanitary
				district, municipality, or public utility.
c) Nothing in this Section may be construed
				as limiting the authority of any county, municipality, sanitary district, or
				public utility to impose any more stringent standards or limitations on cyanide
				discharges to its sewage works.
d)
				Any actions undertaken under subsection (b) will be subject to the limitations
				of Section 307.2400(b)(7).
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart F - DAIRY PRODUCTS PROCESSING › Section 307.1501 - Receiving Stations

Current through Register Vol. 48, No. 28, July 12, 2024
a)
				Applicability. This Section applies to discharges resulting from the operation
				of receiving stations engaged in the assembly and reshipment of bulk milk for
				the use of manufacturing or processing plants.
b) Specialized Definitions. The Board
				incorporates by reference 40
				CFR 405.11 (2003). This incorporation
				includes no later amendments or editions.
c) Existing Sources
1) The Board incorporates by reference
				40 CFR
				405.14 (2003). This incorporation includes no
				later amendments or editions.
2) No
				person subject to the pretreatment standards incorporated by reference in
				subsection (c)(1) may cause, threaten, or allow the discharge of any
				contaminant to a POTW in violation of those standards.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart F - DAIRY PRODUCTS PROCESSING › Section 307.1502 - Fluid Products

Current through Register Vol. 48, No. 28, July 12, 2024
a)
				Applicability. This Section applies to discharges resulting from the
				manufacture of market milk (ranging from
				3.5 percent fat to fat-free),
				flavored milk (chocolate and others), and cream (of various fat concentrations,
				plain, and whipped).
b) Specialized
				Definitions. The Board incorporates by reference
				40 CFR
				405.21 (2003). This incorporation includes no
				later amendments or editions.
c)
				Existing Sources
1) The Board incorporates by
				reference 40 CFR
				405.24 (2003). This incorporation includes no
				later amendments or editions.
2) No
				person subject to the pretreatment standards incorporated by reference in
				subsection (c)(1) may cause, threaten, or allow the discharge of any
				contaminant to a POTW in violation of those standards.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart F - DAIRY PRODUCTS PROCESSING › Section 307.1503 - Cultured Products

Current through Register Vol. 48, No. 28, July 12, 2024
a)
				Applicability. This Section applies to discharges resulting from the
				manufacture of cultured products, including cultured skim milk (cultured
				buttermilk), yogurt, sour cream, and dips of various types.
b) Specialized Definitions. The Board
				incorporates by reference 40
				CFR 405.31 (2003). This incorporation
				includes no later amendments or editions.
c) Existing Sources
1) The Board incorporates by reference
				40 CFR
				405.34 (2003). This incorporation includes no
				later amendments or editions.
2) No
				person subject to the pretreatment standards incorporated by reference in
				subsection (c)(1) may cause, threaten, or allow the discharge of any
				contaminant to a POTW in violation of those standards.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart F - DAIRY PRODUCTS PROCESSING › Section 307.1504 - Butter

Current through Register Vol. 48, No. 28, July 12, 2024
a) Applicability.
				This Section applies to discharges resulting from the manufacture of butter,
				either by churning or continuous process.
b) Specialized Definitions. The Board
				incorporates by reference 40
				CFR 405.41 (2003). This incorporation
				includes no later amendments or editions.
c) Existing Sources
1) The Board incorporates by reference
				40 CFR
				405.44 (2003). This incorporation includes no
				later amendments or editions.
2) No
				person subject to the pretreatment standards incorporated by reference in
				subsection (c)(1) may cause, threaten, or allow the discharge of any
				contaminant to a POTW in violation of those standards.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart F - DAIRY PRODUCTS PROCESSING › Section 307.1505 - Cottage Cheese and Cultured Cream Cheese

Current through Register Vol. 48, No. 28, July 12, 2024
a) Applicability. This Section applies to
				discharges resulting from the manufacture of cottage cheese and cultured cream
				cheese.
b) Specialized Definitions.
				The Board incorporates by reference
				40 CFR
				405.51 (2003). This incorporation includes no
				later amendments or editions.
c)
				Existing Sources
1) The Board incorporates by
				reference 40 CFR
				405.54 (2003). This incorporation includes no
				later amendments or editions.
2) No
				person subject to the pretreatment standards incorporated by reference in
				subsection (c)(1) may cause, threaten, or allow the discharge of any
				contaminant to a POTW in violation of those standards.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart F - DAIRY PRODUCTS PROCESSING › Section 307.1506 - Natural and Processed Cheese

Current through Register Vol. 48, No. 28, July 12, 2024
a)
				Applicability. This Section applies to discharges resulting from the
				manufacture of natural cheese (hard curd) and processed cheese.
b) Specialized Definitions. The Board
				incorporates by reference 40
				CFR 405.61 (2003). This incorporation
				includes no later amendments or editions.
c) Existing Sources
1) The Board incorporates by reference
				40 CFR
				405.64 (2003). This incorporation includes no
				later amendments or editions.
2) No
				person subject to the pretreatment standards incorporated by reference in
				subsection (c)(1) may cause, threaten, or allow the discharge of any
				contaminant to a POTW in violation of those standards.
Illinois Administrative Code › Title 35 - ENVIRONMENTAL PROTECTION › Part 307 - SEWER DISCHARGE CRITERIA › Subpart F - DAIRY PRODUCTS PROCESSING › Section 307.1507 - Fluid Mix for Ice Cream and Other Frozen Desserts

Current through Register Vol. 48, No. 28, July 12, 2024
a) Applicability. This Section applies to
				discharges resulting from the manufacture of fluid mixes for ice cream and
				other frozen desserts for later freezing in other plants; it does not include
				freezing of the products as one of the affected operations.
b) Specialized Definitions. The Board
				incorporates by reference 40
				CFR 405.71 (2003). This incorporation
				includes no later amendments or editions.
c) Existing Sources
1) The Board incorporates by reference
				40 CFR
				405.74 (2003). This incorporation includes no
				later amendments or editions.
2) No
				person subject to the pretreatment standards incorporated by reference in
				subsection (c)(1) may cause, threaten, or allow the discharge of any
				contaminant to a POTW in violation of those standards.