Sec.22a-426-9. Environmental criteria


Latest version.
  • (a) Surface Water Quality Criteria

    (1) Surface Waters shall meet the criteria listed in Table 1 to support the designated uses identified for their particular classification.

    Table 1 - Surface Water Criteria by Classification

    Parameter

    Class AA

    Class A

    Class B

    Class SA

    Class SB

    Aesthetics

    Uniformly excellent.

    Uniformly excellent.

    Good to excellent.

    Uniformly excellent.

    Good to excellent.

    Dissolved Oxygen

    Not less than 5 mg/l at any time.

    Not less than 5 mg/l at any time.

    Not less than 5 mg/l at any time.

    Acute:  Not less than 3.0 mg/l.

    Chronic:  Not less than 4.8 mg/l with cumulative periods of dissolved oxygen in the 3.0 – 4.8 mg/l range  as detailed in Note 1 to this table.

    Acute: Not less than 3.0 mg/l.

    Chronic:  Not less than 4.8 mg/l with cumulative periods of dissolved oxygen in the 3.0 – 4.8 mg/l range as detailed in Note 1 to this table.

    Sludge deposits-solid refuse-floating solids-oils and grease-scum

    None other than of natural origin.

    None other than of natural origin.

    None except for small amounts that may result from the discharge from a permitted waste treatment facility and none exceeding levels necessary to protect and maintain all designated uses.

    None other than of natural origin.

    None except for small amounts that may result from the discharge from a grease waste treatment facility providing appropriate treatment and none exceeding levels necessary to protect and maintain all designated uses.

    Color

    None other than of natural origin

    None other than of natural origin.

    None which causes visible discoloration of the surface water outside of any designated zone of influence.

    None other than of natural origin.

    None resulting in obvious discoloration of the surface water outside of any designated zone of influence.

    Suspended and settleable solids

    None in concentrations or combinations which would impair designated uses; none aesthetically objectionable; none which would significantly alter the physical or chemical composition of the bottom; none which would adversely impact aquatic organisms living in or on the bottom substrate.

    None in concentrations or combinations which would impair designated uses; none aesthetically objectionable; none which would significantly alter the physical or chemical composition of the bottom; none which would adversely impact aquatic organisms living in or on the bottom substrate.

    None in concentrations or combinations which would impair the most sensitive designated use; none aesthetically objectionable; none which would significantly alter the physical or chemical composition of the bottom; and none which would adversely impact aquatic organisms living in or on the bottom sediments; shall not exceed 10 mg/l over ambient concentrations.

    None other than of natural origin.

    None in concentrations or combinations which would impair the designated uses; none aesthetically objectionable; none which would significantly alter the physical or chemical composition of bottom sediments; none which would adversely impact organisms living in or on the bottom sediment.

    Silt or sand deposits

    None other than of natural origin except as may result from normal agricultural, road maintenance, construction activity or dredging activity or discharge of dredged or fill materials provided all reasonable controls or Best Management Practices are used in such activities and all designated uses are protected and maintained.

    None other than of natural origin except as may result from normal agricultural, road maintenance, construction activity, dredging activity or the discharge of dredged or fill materials provided all reasonable controls or Best Management Practices are used in such activities and all designated uses are protected and maintained.

    None other than of natural origin except as may result from normal agricultural, road maintenance, construction activity, dredging activity or discharge of dredged or fill materials provided all reasonable controls or Best Management Practices are used in such activities and all designated uses are protected and maintained.

    None other than of natural origin except as may result from normal agricultural, road maintenance, construction activity, dredging activity or the discharge of dredged or fill materials provided all reasonable controls or Best Management Practices are used in such activities and all designated uses are protected and maintained.

    None other than of natural origin except as may result from normal agricultural, road maintenance, construction activity, dredging activity or discharge of dredged or fill materials provided all reasonable controls or Best Management Practices are used in such activities and all designated uses are protected and maintained.

    Turbidity

    Shall not exceed 5 NTU over ambient levels and none exceeding levels necessary to protect and maintain all designated uses. All reasonable controls or Best Management Practices are to be used to control turbidity.

    Shall not exceed 5 NTU over ambient levels and none exceeding levels necessary to protect and maintain all designated uses. All reasonable controls or Best Management Practices are to be used to control turbidity.

    Shall not exceed 5 NTU over ambient levels and none exceeding levels necessary to protect and maintain all designated uses. All reasonable controls or Best Management Practices are to be used to control turbidity.

    None other than of natural origin except as may result from normal agricultural, road maintenance, or construction activity, dredging activity or  discharge of dredged or fill materials provided all reasonable controls and Best Management Practices are used to control turbidity and none exceeding levels necessary to protect and maintain all designated uses.

    None other than of natural origin except as may result from normal agricultural, road maintenance, or construction activity, or discharge from a waste treatment facility providing appropriate treatment, dredging activity or discharge of dredged or fill materials provided all reasonable controls and Best Management Practices are used to control turbidity and none exceeding levels necessary to protect and maintain all designated uses.

    Indicator bacteria

    See Table 2A of this section.

    See Table 2A of this section.

    See Table 2A of this section.

    See Table 2B of this section.

    See Table 2B of this section.

    Taste and Odor

    None other than of natural origin.

    None other than of natural origin.

    None that would impair any uses specifically assigned to this Class.

    As naturally occurs.

    As naturally occurs. None that would impair any uses specifically assigned to this Class.

    pH

    As naturally occurs.

    As naturally occurs.

    6.5 – 8.0

    6.8 – 8.5

    6.8 – 8.5

    Allowable Temperature Increase

    There shall be no changes from natural conditions that would impair any existing or designated uses assigned to this Class and in no case exceed 85o F, or in any case raise the temperature of surface water more than 4o F.

    There shall be no changes from natural conditions that would impair any existing or designated uses assigned to this Class and, in no case exceed 85o F, or in any case raise the temperature of surface water more than 4o F.

    There shall be no changes from natural conditions that would impair any existing or designated uses assigned to this Class and, in no case exceed 85o F, or in any case raise the temperature of surface water more than 4o F.

    There shall be no changes from natural conditions that would impair any existing or designated uses assigned to this Class and, in no case exceed 83o F, or in any case raise the temperature of the receiving water more than 4 o F.  During the period including July, August and September, the temperature of the receiving water shall not be raised more than 1.5o F unless it can be shown that spawning and growth of indigenous organism will not be significantly affected.  The allowable temperature increase resulting from discharges in the estuarine segments of the Housatonic, Connecticut and Thames Rivers shall be consistent with the criteria for the non-tidal segments.

    There shall be no changes from natural conditions that would impair any existing or designated uses assigned to this Class and, in no case exceed 83o F, or in any case raise the temperature of the receiving water more than 4o F.  During the period including July, August and September, the temperature of the receiving water shall not be raised more than 1.5 o F unless it can be shown that spawning and growth of indigenous organisms will not be significantly affected. The allowable temperature increase resulting from discharges in the estuarine segments of the Housatonic, Connecticut and Thames Rivers shall be consistent with the criteria for the non-tidal segments.

    Chemical constituents

    None in concentrations or combinations which would be harmful to designated uses. Refer to Table 3 of this section and sections 22a-426-4(a)(5); 22a-426-4(a)(9); 22a-426-4(a)(9)(B); 22a-426-4(a)(11); 22a-426-4(l); 22a-426-4(m); 22a-426-9(a)(3); 22a-426-9(a)(4) and 22a-426-9(a)(5) of the Regulations of Connecticut State Agencies.

    Nutrients

    The loading of nutrients, principally phosphorus and nitrogen, to any surface water body shall not exceed that which supports maintenance or attainment of designated uses.

    The loading of nutrients, principally phosphorus and nitrogen, to any surface water body shall not exceed that which supports maintenance or attainment of designated uses.

    The loading of nutrients, principally phosphorus and nitrogen, to any surface water body shall not exceed that which supports maintenance or attainment of designated uses.  

    The loading of nutrients, principally phosphorus and nitrogen, to any surface water body shall not exceed that which supports maintenance or attainment of designated uses. 

    The loading of nutrients, principally phosphorus and nitrogen, to any surface water body shall not exceed that which supports maintenance or attainment of designated uses

    Sodium

    Not to exceed 20 mg/l.

    None other than of natural origin.

    Biological condition

    Sustainable, diverse biological communities of indigenous taxa shall be present.  Moderate changes, from natural conditions, in the structure of the biological communities, and minimal changes in ecosystem function may be evident; however, water quality shall be sufficient to sustain a biological condition within the range of Connecticut Biological Condition Gradient Tiers 1-4 as assessed along a 6 tier stressor gradient of Biological Condition Gradient (See section 22a-426-5 of the Regulations of Connecticut State Agencies).

    Sustainable, diverse biological communities of indigenous taxa shall be present.  Moderate changes, from natural conditions, in the structure of the biological communities, and minimal changes in ecosystem function may be evident; however, water quality shall be sufficient to sustain a biological condition within the range of Connecticut Biological Condition Gradient Tiers 1-4 as assessed along a 6 tier stressor gradient of Biological Condition Gradient (See section 22a-426-5 of the Regulations of Connecticut State Agencies).

    Sustainable, diverse biological communities of indigenous taxa shall be present.  Moderate changes, from natural conditions, in the structure of the biological communities, and minimal changes in ecosystem function may be evident; however, water quality shall be sufficient to sustain a biological condition within the range of Connecticut Biological Condition Gradient Tiers 1-4 as assessed along a 6 tier stressor gradient of Biological Condition Gradient (See section 22a-426-5 of the Regulations of Connecticut State Agencies).

    Sustainable, diverse biological communities of indigenous taxa shall be present.  Moderate changes, from natural conditions, in the structure of the biological communities, and minimal changes in ecosystem function may be evident; however, water quality shall be sufficient to sustain a healthy, diverse biological community

    Sustainable, diverse biological communities of indigenous taxa shall be present.  Moderate changes, from natural conditions, in the structure of the biological communities, and minimal changes in ecosystem function may be evident; however, water quality shall be sufficient to sustain a healthy, diverse biological community

    Note 1

    Cumulative Dissolved Oxygen exposure parameters: Dissolved Oxygen conditions in the area affected do not readily lend themselves to a single numeric criterion. Aquatic organisms are harmed based on a combination of minimum oxygen concentration and duration of the low Dissolved Oxygen excursion. The department established exposure allowances based upon EPA research and data, for 0.5 mg/l and 0.3 mg/l increment ranges. (See Table A in this note.) Given the environmental variability, the department has used a minimum Dissolved Oxygen criterion of 3.0 mg/l with an exposure allowance of no more than 2 days.

    Table A. Dissolved Oxygen Chronic Cumulative Exposure Criteria for incremental ranges (0.5 mg/l and 0.3 mg/l) applicable to Class SA and SB waters.

    Dissolved Oxygen Range (mg/l)

    No. of Days Allowed

    <4.8

    ≥ 4.5

    30

    <4.5

    ≥ 4.0

    14

    <4.0

    ≥ 3.5

    7

    <3.5

    ≥ 3.0

    2

    Because marine systems are variable, Dissolved Oxygen levels are unlikely to remain within one of the four incremental ranges presented in Table A. Typically, Dissolved Oxygen conditions would fall through a range to a minimum and then begin to rebound depending on weather and stratification conditions. To account for this, the number of days within each incremental Dissolved Oxygen range is pro-rated, as follows: A decimal fraction is calculated for each range, e.g., 10.5 days in the 4.5 - 4.8 mg/l range would produce a decimal fraction of 0.35 (0.35 = 10.5 days/ 30 days).  As long as the sum of those fractions calculated for each range is less than 1.0, resource protection goals are maintained for larval recruitment.

    In cases where data collection yields continuous Dissolved Oxygen readings or more frequent sampling results, the data can be interpreted using a 0.1 mg/l interval range.  The number of allowable days is determined using the following method:

    DOi = 13.0 / (2.80 + 1.84e-0.10ti )

    where:

    DOi = allowable Dissolved Oxygen concentration (mg/l)

    ti = exposure interval duration in days

    i = exposure interval

    However, since most sampling programs do not result in frequent readings, a greater interval (presented in Table A) is recommended.  Use of a larger interval results in a larger sum of fractions and is subsequently a more conservative measure of consistency with the Connecticut Water Quality Standards.

    (2) Indicator bacteria are used to detect the presence of contamination by human or animal wastes. Tables 2A and 2B below provide the criteria for indicator bacteria. Due to the inherent uncertainty involved in sampling and analytically determining bacteria levels, exceedances of water quality criteria for indicator bacteria does not always indicate a water quality problem and therefore should be investigated by means of a sanitary survey or other appropriate means to determine sources of elevated indicator bacteria levels.

    Table 2A – Indicator Bacteria – Freshwater

    Designated Use

    Indicator

    Criteria by classification

    Drinking water supply(1)

    Total Coliform

    AA

    A

    B

    SA

    SB

    Monthly moving average less than 100/100 ml

    Single sample maximum 500/100 ml

    Recreation(2)(3) – Designated swimming(4)

    Escherichia coli

    Geometric mean less than 126/100 ml

    Single sample maximum 235/100 ml

    Recreation(2)(3)

    Non Designated Swimming(5)

    Escherichia coli

    Geometric mean less than 126/100 ml

    Single sample maximum 410/100 ml

    Recreation(2)(3)

    All other uses

    Escherichia coli

    Geometric mean less than 126/100 ml

    Single sample maximum 576/100 ml

    Table 2B – Indicator Bacteria - Saltwater

    Designated Use

    Indicator

    Criteria by classification

    AA

    A

    B

    SA

    SB

    Shell fishing(6) – Direct Consumption

    Fecal coliform

    Geometric mean less than 14/100 ml

    90% of samples less than 31/100 ml

    Shell fishing(6)

    Indirect consumption

    Fecal coliform

    Geometric mean less than 88/100 ml

    90% of samples less than 260/100 ml

    Recreation  - Designated swimming(4)

    Enterococci

    Geometric mean less than 35/100ml

    Single sample maximum 104/100 ml

    Recreation –

    All other uses

    Enterococci

    Geometric mean less than 35/100 ml

    Single sample maximum 500/100 ml

    Notes for Tables 2A and 2B

    (1) Criteria applies only at the drinking water supply intake structure.

    (2) Criteria for the protection of recreational uses in Class B waters do not apply when disinfection of sewage treatment plant effluents is not required consistent with section 22a-426-4(a)(9)(E) of the Regulations of Connecticut State Agencies.

    (3) See section 22a-426-9(a)(2) of the Regulations of Connecticut State Agencies.

    (4) Procedures for monitoring and closure of bathing areas by state and local health authorities are specified in: Guidelines for Monitoring Bathing Waters and Closure Protocol, adopted jointly by the Department of Environmental Protection and the Department of Public Health, May 1989, revised April 2003 and updated December 2008.

    (5) Includes areas otherwise suitable for swimming but which have not been designated by state or local authorities as bathing areas, waters which support tubing, water skiing, or other recreational activities where full body contact is likely.

    (6) Criteria are based on utilizing the mTec method as specified in the U.S. Food and Drug Administration National Shellfish Sanitation Program-Model Ordinance (NSSP-MO) document Guide for the Control of Molluscan Shellfish 2007.

    (3) Discharges to surface waters shall meet the criteria listed for chemical constituents in Table 3 of this section to ensure the particular surface waters support the uses identified for their particular classification and to assure that such discharges do not cause acute or chronic toxicity to freshwater and marine aquatic life, impair the biological integrity of freshwater and marine ecosystems, or create an unacceptable risk to human health.

    (4) The Commissioner may amend the numeric criteria for the chemical constituents listed in Table 3 of this section in accordance with the provisions of Chapter 54 of the Connecticut General Statutes and the notice procedures specified in section 22a 426 of the Connecticut General Statutes on his or her own initiative, or upon request of any person or municipality that site-specific water quality criteria be adopted or amended, provided such request is supported by sound scientific and technical evidence demonstrating the following:

    (A) Conditions at the specific site differ significantly from those used in establishing the statewide criteria;

    (B) The proposed site-specific criteria are sufficiently stringent to protect all existing and designated uses of the water body; and

    (C) The proposed site-specific criteria are derived in a manner consistent with sound scientific and technical principles, giving consideration to all applicable federal guidance.

    (5) The Commissioner may adopt or amend criteria for any surface water or class of water, in accordance with the provisions of Chapter 54 of the Connecticut General Statutes and the notice procedures specified in section 22a-426 of the Connecticut General Statutes and in subparagraphs (A), (B), and (C) of subdivision (4) of this subsection, provided such change is supported by sound scientific and technical evidence, and existing and designated uses are fully protected.

    Table 3 NUMERICAL WATER QUALITY CRITERIA FOR CHEMICAL CONSTITUENTS

    Numerical Water Quality Criteria for Chemical Constituents (ug/L)1

    Aquatic Life Criteria (2)(3)

    Human health Criteria

    Freshwater:

    Class AA, A & B

    Saltwater

    Class SA & SB

    Class B, SA & SB Waters

    Class AA & A Waters

    Chemical Constituents

    CASRN

    Acute4

    Chronic5

    Acute4

    Chronic5

    Consumption of Fish

    Consumption of Water & Fish

    Health Designation6

    Inorganics7

    Antimony

    7440360

    640

    5.6

    TT

    Arsenic (total)

    7440382

    340

    150

    69

    36

    0.021

    0.011

    A

    Beryllium

    7440417

    0.13

    0.0077

    TT

    Cadmium

    7440439

    1.0

    0.125

    40

    8.8

    10,769

    5

    TT

    Chromium (hex)

    18540299

    16

    11

    1,100

    50

    2,019

    100

    TT

    Chromium (tri)

    16065831

    323

    42

    1,009,615

    100

    TT

    Copper

    7440508

    14.3 8

    4.8 9

    4.8

    3.1

    1,300

    TT

    Copper (site-specific) 10

    7440508

    25.7

    18.1

    1,300

    TT

    Cyanide (Total)

    57125

    22

    5.20

    1

    1

    140

    140

    TT

    Lead

    7439921

    30

    1.2

    210

    8.1

    15

    TT

    Mercury (Total)

    7439976

    1.4

    0.77

    1.8

    0.94

    0.051

    0.050

    TT-HB

    Nickel

    7440020

    260.5

    28.9

    74

    8.2

    4,600

    610

    TT

    Selenium (Total)

    7782492

    20

    5

    290

    71

    4,200

    50

    TT

    Silver

    7440224

    1.02

    1.9

    107,692

    175

    TT

    Thallium

    7440280

    0.47

    0.24

    TT

    Zinc

    7440666

    65

    65

    90

    81

    26,000

    7,400

    TT

    Volatiles

    Acrolein

    107028

    3

    3

    9

    6

    TT

    Acrylonitrile

    107131

    0.25

    0.051

    C

    Benzene

    71432

    51

    1.2

    A

    Bromoform

    75252

    140

    4.3

    C

    Carbon Tetrachloride

    56235

    1.6

    0.23

    C

    Chlorobenzene

    108907

    1,600

    100

    TT

    Chlorodibromomethane

    124481

    13

    0.40

    C

    Chloroethane

    75003

    2-Chloroethylvinyl Ether

    110758

    Chloroform

    67663

    470

    5.7

    C

    Dichlorobromomethane

    75274

    17

    0.55

    C

    1,1-Dichloroethane

    75343

    1,2-Dichloroethane

    107062

    37

    0.38

    C

    1,1-Dichloroethylene

    75354

    3.2

    0.057

    C

    1,2T-Dichloroethylene

    156605

    10,000

    100

    TT

    1,2-Dichloropropane

    78875

    15

    0.50

    TT

    1,3-Dichloropropylene

    542756

    21

    0.34

    TT

    Ethylbenzene

    100414

    2,100

    530

    TT

    Methyl Bromide

    74839

    1,500

    47

    TT

    Methyl Chloride

    74873

    470

    5.7

    TT

    Methylene Chloride

    75092

    590

    4.6

    C

    1,1,2,2-Tetrachloroethane

    79345

    4.0

    0.17

    C-HB

    Tetrachloroethylene

    127184

    3.3

    0.69

    TT

    Toluene

    108883

    15,000

    1,000

    TT

    1,1,1-Trichloroethane

    71556

    1,1,2-Trichloroethane

    79005

    16

    0.59

    C

    Trichloroethlyene

    79016

    30

    2.5

    C

    Vinyl Chloride

    75014

    2.4

    0.025

    C

    GC/MS:  Acid Compounds

    2-Chlorophenol

    95578

    150

    81

    TT

    2,4-Dichlorophenol

    120832

    290

    77

    TT

    2,4-Dimethylphenol

    105679

    850

    380

    TT

    3-Methyl-4-chlorophenol

    59507

    2-Methyl-4,6-Dinitrophenol

    534521

    280

    13

    TT

    2,4-Dinitrophenol

    51285

    5,300

    69

    TT

    2-Nitrophenol

    88755

    4-Nitrophenol

    100027

    Pentachlorophenol

    87865

    19

    15

    13

    7.9

    3.0

    0.27

    C-HB

    Phenol

    108952

    860,000

    10,000

    TT

    2,4,6-Trichlorophenol

    88062

    2.4

    1.4

    C-HB

    Base Neutral Compounds

    Acenaphthene

    83329

    6.1

    2.7

    TT-HB

    Acenapthylene

    208968

    49.2

    4.37

    C-HB

    Anthracene

    120127

    4.92

    0.44

    C-HB

    Benzidene

    92875

    0.00020

    0.000086

    A

    Benzo(a)anthracene

    56553

    0.018

    0.0038

    C-HB

    Benzo(a)pyrene

    50328

    0.018

    0.0038

    C-HB

    Benzo(b)fluoranthene

    205992

    0.018

    0.0038

    C-HB

    Benzo(ghi)perylene

    191242

    4.92

    0.44

    C-HB

    Benzo(k)fluoranthene

    207089

    0.018

    0.0038

    C-HB

    Bis(2-chloroethoxy)Methane

    111911

    Bis(2-Chloroethyl)Ether

    111444

    0.53

    0.030

    C

    Bis(2-Chloroisopropyl)Ether

    108601

    65,000

    1,400

    TT

    Bis(2-Ethylhexyl)Phthalate

    117817

    2.2

    1.2

    C-HB

    4-Bromophenylether

    101553

    Butyl Benzyl Phthalate

    85687

    1,900

    1,500

    TT-HB

    2-Chloronapthylene

    91587

    1,600

    1,000

    TT-HB

    4-Chlorophenylphenylether

    7005723

    Chrysene

    218019

    0.018

    0.0038

    C-HB

    Dibenzo(a,h)anthracene

    53703

    0.010

    0.0009

    C-HB

    1,2-Dichlorobenzene

    95501

    1,300

    420

    TT-HB

    1,3-Dichlorobenzene

    541731

    960

    320

    TT-HB

    1,4-Dichlorobenzene

    106467

    190

    63

    TT-HB

    3,3’-Dibenzidenes

    91941

    0.028

    0.021

    C-HB

    Diethyl Phthalate

    84662

    44,000

    17,000

    TT

    Dimethyl Phthalate

    131113

    1,100,000

    270,000

    TT

    Di-n-butyl Phthlate

    84742

    4,500

    2,000

    TT-HB

    Di-n-octyl Phthalate ester

    117840

    2,4-Dinitrotoluene

    121142

    3.4

    0.11

    C

    2,6-Dinitrotoluene

    606202

    Di-n-ocytyl phthalate

    117840

    1,2-Diphenylhydrazine

    122667

    0.20

    0.036

    C

    Fluoranthene

    206440

    1.28

    1.01

    C-HB

    Fluorene

    86737

    49.2

    4.37

    C-HB

    Hexachlorobenzene

    118741

    0.00029

    0.00028

    C-HB

    Hexachlorobutadiene

    87683

    18

    0.44

    C-HB

    Hexachlorocyclopentadiene

    77474

    1,100

    40

    TT-HB

    Hexachloroethane

    67721

    3.3

    1.4

    C-HB

    Indeno (1,2,3-cd) pyrene

    193395

    0.018

    0.0038

    C-HB

    Isophorone

    78591

    960

    35

    TT

    Napthalene

    91203

    20,513

    677

    TT

    Nitrobenzene

    98953

    690

    17

    TT

    N-Nitrosodimethylamine

    62759

    3

    0.00069

    C

    N-Nitrosodi-N-propylamine

    621647

    0.51

    0.005

    C

    N-Nitrosodiphenylamine

    86306

    6.0

    3.3

    C

    Phenanthrene

    85018

    49.17

    4.37

    C-HB

    Pyrene

    129000

    49.17

    4.37

    C-HB

    1,2,4-Trichlorobenzene

    120821

    70

    35

    TT

    Pesticides

    Aldrin

    309002

    1.50

    0.65

    0.00005

    0.000049

    C-HB

    Chlordane

    57749

    1.20

    0.0043

    0.045

    0.004

    0.00081

    0.00080

    C-HB

    DDT

    50293

    0.5511

    0.00111

    0.06511

    0.00111

    0.00022

    0.00022

    C-HB

    DDD

    72548

    0.00031

    0.00031

    C-HB

    DDE

    72559

    0.00022

    0.00022

    C-HB

    Dieldrin

    60571

    0.24

    0.056

    0.355

    0.0019

    0.000054

    0.000052

    C

    Endosulfan Alpha

    959988

    0.1112

    0.05612

    0.01712

    0.008712

    89

    62

    TT

    Endosulfan Beta

    33213659

    0.1112

    0.05612

    0.01712

    0.008712

    89

    62

    TT

    Endosulfan Sulfate

    1031078

    89

    62

    TT

    Endrin

    72208

    0.086

    0.036

    0.0185

    0.0023

    0.060

    0.059

    TT

    Endrin Aldehyde

    7421934

    0.30

    0.29

    TT

    Heptachlor

    76448

    0.26

    0.0038

    0.0265

    0.0036

    0.000079

    0.000079

    C

    Hetachlor epoxide

    1024573

    0.26

    0.0038

    0.0265

    0.0036

    0.000039

    0.000039

    C

    Hexachlorocyclohexane alpha

    319846

    0.0049

    0.0026

    C-HB

    Hexachlorocyclohexane beta

    319857

    0.017

    0.0091

    C-HB

    Hexachlorocyclohexane delta

    319868

    Hexachlorocyclohexane gamma  (Lindane)

    58899

    0.95

    0.08

    0.063

    0.019

    TT-HB

    Polychlorinated Biphenyls13

    0.014

    0.03

    0.000064

    0.000064

    C-HB

    2,3,7,8-TCDD (Dioxin)

    1746016

    0.0000000051

    0.000000005

    C-HB

    Toxaphene

    8001352

    0.73

    0.0002

    0.21

    0.0002

    0.00028

    0.00028

    C-HB

    Other Susbstances

    Aluminum

    7429905

    750

    87

    Ammonia

    7664417

    *

    **

    233 15

    35 15

    Asbestos

    1332214

    7 Million fibers per liter

    A

    Chlorine

    7782505

    19

    11

    13

    7.5

    Chloride

    16887006

    860,000

    230,000

    *See Table Note 14-A

    **See Table Notes 14B & 14C

    Table 3 - Notes:

    1. The minimum data necessary to determine consistency with Connecticut Water Quality Standards shall be subject to the Commissioner's discretion and may not be limited to or include chemical analysis results for all of the constituents listed in Table 3.

    2. Aquatic life criteria for freshwater may be used for saltwater if criteria for saltwater is unavailable.

    3. For brackish waters, use the more restrictive of the aquatic life criteria for freshwater and for saltwater.

    4. Biological integrity is impaired by an exposure of one hour or longer to a concentration which exceeds the acute criteria more frequently than once every three years on average.

    5. Biological integrity is impaired when the four-day average concentration exceeds the chronic criteria more frequently than once every three years on average.

    6. The commissioner shall consider the following human health designations in allocating zones of influence for discharges:

    A: Class A carcinogen (known human carcinogen)

    TT: Threshold Toxicant, not carcinogenic

    C: Carcinogenic (probable or possible carcinogen)

    HB: High potential to bioaccumulate or bioconcentrate

    7. Criteria apply to the dissolved fraction of ambient waters unless otherwise noted.

    8. Biological integrity is impaired when the ambient concentration exceeds this value on more than 5% of days in any year.

    9. Biological integrity is impaired when the ambient concentration exceeds this value on more than 50% of days in any year.

    10. Site-specific criteria for copper apply for the following waters:

    Bantam River Litchfield POTW to confluence with Shepaug River

    Blackberry River Norfolk POTW to confluence with Roaring Brook

    North Canaan POTW to confluence with Housatonic River

    Factory Brook Salisbury POTW to mouth

    Five Mile River New Canaan POTW to mouth

    Hockanum River Vernon POTW to confluence with Connecticut River

    Mill Brook Plainfield Village POTW to mouth

    Naugatuck River Torrington POTW to confluence with Housatonic River

    Norwalk River Ridgefield Brook to Branchville

    Pequabuck River Plymouth POTW to confluence with Farmington River

    Pootatuck River Newtown POTW to confluence with the Housatonic River

    Quinnipiac River Southington POTW to Broadway, North Haven

    Still River Winsted POTW to confluence with Farmington River

    Still River Limekiln Brook to confluence with Housatonic River

    Williams Brook Ledyard POTW to mouth

    Willimantic River Stafford Springs POTW to Trout Management Area (Willington)

    Eagleville Dam to confluence with Shetucket River

    11. This criterion applies to DDT and its metabolites (i.e. the total concentration of DDT and its metabolites should not exceed this value).

    12. This value was derived from data for endosulfan and is most appropriately applied to the sum of alpha endosulfan and beta endosulfan.

    13. Criteria are applicable to total PCB’s (e.g. the sum of all congeners or all isomer or homolog or Arochor analyses).

    14. Criteria for ammonia, (mg/l as N) vary in response to ambient surface water temperature (T, degrees C) and pH. Biological integrity is considered impaired when:

    A The one-hour average concentration of total ammonia exceeds:

    [0.275/(1+10(7.204-pH))] + [39.0/(1+10(pH-7.204))] when salmonids are present

    Or

    [0.411/(1+10(7.204-pH))] + [58.4/(1+10(pH-7.204))] when salmonids are absent

    B The four-day average concentration of total ammonia exceeds 2.5 times the value obtained from the formula in 14.C. below.

    C The 30-day average concentration of total ammonia exceeds:

    [0.0577/(1+10(7.688-pH))] + [2.487/(1+10(pH-7.688))] x [MIN(2.85, 1.45 x (10(0.028(25-T)))]

    when early life stages are present;

    or

    [0.0577/(1+10(7.688-pH))] + [2.487/(1+10(pH-7.688))] x [1.45 x (10(0.028(25-MAX(T,7)))]

    when early life stages are absent.

    15. Saltwater ammonia criteria are expressed as un-ionized ammonia (NH3). Equivalent total ammonia concentrations are dependent on receiving water temperature, pH, and salinity.

    Conversion of un-unionized ammonia concentrations to total ammonia (NH3 + NH4+) may be performed using the procedure described in “Ambient Water Quality Criteria for Ammonia (Saltwater) – 1989”, EPA 440/5-88-004.

    (b) Ground Water Quality Criteria

    (1) In areas classified as GAA, GAAs, and GA:

    (A) dissolved oxygen, pH, and chemical constituents shall be maintained at levels as naturally occur; and

    (B) oils and grease, color and turbidity, taste and odor, and coliform bacteria shall not be present unless of natural origin.

    (2) In areas classified as GB, no specific ground water quality criteria apply except those that may be promulgated as part of the Site Remediation Regulations adopted pursuant to section 22a-133k of the Connecticut General Statutes.

    (3) In areas classified as GC, no quantitative criteria are specifically determined until such time as a person applies to the department under section 22a-430 of the Connecticut General Statutes to discharge leachate to ground water.

(Effective October 10, 2013)