Regulations of Connecticut State Agencies (Last Updated: June 14,2023) |
Title22a Environmental Protection |
SubTitle22a-426-1_22a-426-9. Connecticut Water Quality Standards |
Sec.22a-426-9. Environmental criteria
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(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)