Conn. Agencies Regs. § 19-13-B102 - Standards for quality of public drinking water
As used in this section:
TABLE 1-C. MONITORING PARAMETERS FOR SURFACE WATER SOURCES
Parameter |
Degree of Treatment |
|
Disinfection and Chemical Treatment |
Filtration |
|
(A) Bacteriological. |
||
Coliform Organisms* |
Not to exceed 100/100 ml monthly average, based on a running arithmetic average for the most recent twelve month period. No individual sample is to exceed 500/100 ml. |
Not to exceed 20,000/100 ml as measured by a monthly geometric mean. |
*If coliform organisms are demonstrated to be not associated with a fecal source on the basis of a sanitary survey and differential tests, an exception may be made. |
||
(B) Physical. |
||
Color |
Not to exceed 20 standard units in more than 10 percent of samples for most recent 12 month period. |
Not to exceed 250 standard units as measured by a monthly geometric mean. |
Turbidity |
The turbidity level as specified in 40 CFR 141.74(a)(1), as amended from time to time, in a representative sample of the source water immediately prior to the first or only point of disinfection application shall not exceed 5 Nephelometric Turbidity Units (NTU). |
Not to exceed 250 standard units as measured by a monthly geometric mean. |
Parameter |
Degree of Treatment |
|
Disinfection and Chemical Treatment Level mg/l |
Filtration Level mg/l |
|
(C) Inorganic chemicals. |
||
Arsenic |
.010 |
.010 |
Barium |
1 |
1 |
Cadmium |
.01 |
.01 |
Chloride |
250 |
250 |
Chromium |
.05 |
.05 |
Copper |
.05 |
1.0 |
Cyanide |
.01 |
0.2 |
Fluoride |
2.0 |
2.0 |
Lead |
.05 |
.05 |
MBAS (methylene blue active substance) |
0.5 |
0.5 |
Mercury |
.002 |
.005 |
Nitrate plus Nitrite as N |
10 |
10 |
Selenium |
.01 |
.01 |
Silver |
.05 |
.05 |
(D) Pesticides. |
All Degrees of Treatment Level mg/l |
|
Endrin |
0.002 |
|
Lindane |
0.0002 |
|
Methoxychlor |
0.04 |
|
Toxaphene |
0.003 |
|
2,4-D |
0.07 |
|
2,4,5-TP (silvex) |
0.05 |
0-None |
3-Distinct |
1-Very Faint |
4-Decided |
2-Faint |
5-Strong |
CWSs and NTNCs shall test for the inorganic chemicals specified below in Table 2-E of this subdivision. TNCs shall test for nitrate and nitrite only.
TABLE 2-E. INORGANIC CHEMICALS(a) AND THEIR LIMITS
Chemical |
Maximum Contaminant Level (mg/l) |
Antimony |
0.006 |
Arsenic |
0.010 |
Asbestos |
7 MFL 1 |
Barium |
2 |
Beryllium |
0.004 |
Cadmium |
0.005 |
Chromium |
0.1 |
Cyanide |
0.2 |
Fluoride |
4.0 |
Mercury |
0.002 |
Nickel |
0.1 |
Nitrate nitrogen |
10 (as N) |
Nitrite nitrogen |
1 (as N) |
Nitrate nitrogen plus nitrite nitrogen |
10 (as N) |
Selenium |
0.05 |
Silver |
0.05 |
Sulfate |
** |
Chloride |
250 |
Thallium |
0.002 |
Lead |
*** |
Copper |
*** |
Sodium |
* |
Notes
(a) The method detection limits for inorganic chemicals shall conform to those accepted and approved by EPA as described in 40 CFR 141.23(a), as amended from time to time.
* Sodium has no MCL, but has a notification level of 100 mg/l. The notification requirements for sodium are set forth in subsection (i)(5)(B) of this section.
** A MCL has not been established for this chemical.
*** See subsection (j)(6) of this section. The MCLG for lead is 0 and for copper is 1.3 mg/l.
1 MFL = million fibers per liter longer than 10 micrometers.
Pesticides, Herbicides, PCB, and their limits
Chemical1 |
Maximum Contaminant Level (mg/l) |
Alachlor |
0.002 |
Aldicarb |
** |
Aldicarb sulfoxide |
** |
Aldicarb sulfone |
** |
Aldrin |
** |
Atrazine |
0.003 |
Benzo(A)pyrene |
0.0002 |
Butachlor |
** |
Carbaryl |
** |
Carbofuran |
0.04 |
Chlordane |
0.002 |
Dalapon |
0.2 |
Di(2-ethylhexyl)adipate |
0.4 |
Di(2-ethylhexyl)phthalates |
0.006 |
Dicamba |
** |
Dieldrin |
** |
Dinoseb |
0.007 |
Diquat |
0.02 |
Dibromochloropropane (DBCP) |
0.0002 |
2,4-D |
0.07 |
Ethylene dibromide (EDB) |
0.00005 |
Endrin |
0.002 |
Endothall |
0.1 |
Glyphosate |
0.7 |
Heptachlor |
0.0004* |
Heptachlor epoxide |
0.0002* |
Hexachlorobenzene |
0.001 |
Hexachlorocyclopentadiene |
0.05 |
3-Hydroxycarbofuran |
** |
Lindane |
0.0002 |
Methoxychlor |
0.04 |
Methomyl |
** |
Metolachlor |
** |
Metribuzin |
** |
Oxamyl (vydate) |
0.2 |
Picloram |
0.5 |
Propachlor |
** |
Simazine |
0.004 |
2,3,7,8-TCDD (dioxin) |
0.00000003 |
Polychlorinated biphenyls (PCB) |
0.0005 |
Pentachlorophenol |
0.001 |
Toxaphene |
0.003 |
2,4,5-TP (silvex) |
0.05 |
Notes:
1The method detection limits for all pesticides, herbicides and PCB shall conform to those accepted and approved by EPA.
**MCL has not been established for this chemical.
*If monitoring results in detection of one (1) or more of these contaminants, then subsequent monitoring shall analyze for all these contaminants.
CWSs and NTNCs shall test for the organic chemicals specified below in Table 4-E1 of this subdivision.
TABLE 4-E1. ORGANIC CHEMICALS(a) AND THEIR LIMITS
Chemical(b) |
Maximum Contaminant Level (mg/l) |
Benzene |
0.005 |
Bromobenzene |
** |
Bromomethane |
** |
n-Butyl Benzene |
** |
Carbon Tetrachloride |
0.005 |
Chlorobenzene |
0.1 |
Chloroethane |
** |
Chloromethane |
** |
o-Chlorotoluene |
** |
p-Chlorotoluene |
** |
Dibromomethane |
** |
m-Dichlorobenzene |
** |
o-Dichlorobenzene |
0.6 |
p-Dichlorobenzene |
0.075 |
1, 1-Dichloroethane |
** |
1, 2-Dichloroethane (EDC) |
0.005 |
1, 1-Dichloroethylene |
0.007 |
cis-1, 2-Dichloroethylene |
0.07 |
Trans-1, 2-Dichloroethylene |
0.1 |
Dichloromethane (Methylene chloride) |
0.005 |
1, 2-Dichloropropane |
0.005 |
1, 3-Dichloropropane |
** |
2, 2-Dichloropropane |
** |
1, 1-Dichloropropene |
** |
1, 3-Dichloropropene |
** |
Ethylbenzene |
0.7 |
Methyl Tert Butyl Ether (MTBE) |
** |
Naphthalene |
** |
n-Propyl Benzene |
** |
Styrene |
0.1 |
1, 1, 1, 2-Tetrachloroethane |
** |
1, 1, 2, 2-Tetrachloroethane |
** |
Tetrachloroethylene |
0.005 |
Toluene |
1 |
Total Trihalomethanes (TTHM) |
0.080 |
Bromodichloromethane |
* |
Bromoform |
* |
Chlorodibromomethane |
* |
Chloroform |
* |
1, 1, l-Trichloroethane |
0.2 |
1, 1, 2-Trichloroethane |
0.005 |
1, 2, 4-Trichlorobenzene |
0.07 |
Trichloroethylene |
0.005 |
1, 2, 3-Trichloropropane |
** |
1, 2, 4-Trimethylbenzene |
** |
1, 3, 5-Trimethylbenzene |
** |
Vinyl Chloride (c) |
0.002 |
Xylenes (total) |
10 |
m-Xylene |
*** |
o-Xylene |
*** |
p-Xylene |
*** |
Notes:
*The MCL for Total Trihalomethanes (TTHM) is 0.080 mg/l, which is the sum of the 4 constituent Trihalomethanes.
**A MCL has not been established for this chemical.
***The MCL for Xylenes (total) is 10 mg/l, which is the sum of the 3 constituent Xylenes.
TABLE 1.-Detection Limits for Gross Alpha Particle Activity, Radium 226, Radium 228, and Uranium
CONTAMINANT |
DETECTION LIMIT |
Gross alpha particle activity |
3 pCi/L |
Radium 226 |
1 pCi/L |
Radium 228 |
1 pCi/L |
Uranium |
1 µg/L |
TABLE 2-Detection Limits for Man-Made Beta Particle and Photon Emitters
RADIONUCLIDE |
DETECTION LIMIT |
Tritium |
1,000 pCi/L |
Strontium-89 |
10 pCi/L |
Strontium-90 |
2 pCi/L |
Iodine-131 |
1 pCi/L |
Cesium-134 |
10 pCi/L |
Gross beta |
4 pCi/L |
Other radionuclides |
1/10 of the applicable limit |
Table 3
Contaminant |
Maximum Contaminant Level |
Combined radium-226 and radium-228 |
5 Picouries Per Liter (pCi/L) |
Gross alpha particle activity (including radium-226 but excluding radon and uranium) |
15 pCi/L |
Uranium |
30 µg/l (Micrograms/Liter) |
NOTE: The combined radium-226 and radium-228 value is determined by the addition of the results of the analysis for radium-226 and the analysis for radium-228.
Table 4
Contaminant |
Maximum Contaminant Level |
Beta particle and photon radioactivity |
Concentration shall not produce an annual dose equivalent to the total body or any internal organ greater than 4 mrem/yr |
TABLE 5 - average annual concentrations assumed to produce: a total body or organ dose of 4 mrem/yr
Contaminant |
Critical Organ |
Level |
Tritium |
Total body |
20,000 pCi/L |
Strontium-90 |
Bone Marrow |
8 pCi/L |
CONTAMINANT |
MCLG |
(i) Giardia lamblia |
0 |
(ii) Viruses |
0 |
(iii) Legionella |
0 |
(iv) Cryptosporidium |
0 |
(v) E. coli |
0 |
Non-community water systems shall monitor for total coliform and physical parameters in accordance with subsection (x) of this section.
TABLE 7-C1. MONITORING FREQUENCY FOR CWSs AND NTNCs
Contaminant |
BASE SAMPLING REQUIREMENT |
REDUCED SAMPLING REQUIREMENT 5 |
||
Ground Water Systems |
Surface Water Systems 4 |
Ground Water Systems |
Surface Water Systems |
|
Asbestos |
Every 9 years |
Every 9 years |
Not Applicable |
Not Applicable |
Nitrate 1 Nitrite 1 |
Annually |
Quarterly |
Not Applicable |
Annually 2 |
Inorganic chemicals |
Every 3 years |
Annually |
Not Applicable |
Not Applicable |
Organic chemicals |
Quarterly 6 |
Quarterly 6 |
Annually* 3 |
Annually 3 |
Pesticides, herbicides and polychlorinated biphenyls |
Quarterly 6 |
Quarterly 6 |
Systems serving more than 3,300 persons: 2 quarters per year every 3 years 3. Systems serving 3,300 persons or less; every 3 years 3 |
Notes:
1 Each TNC shall monitor annually for nitrate and nitrite.
2 Applicable only if all analytical results from 4 consecutive quarters are less than 50 percent of the MCL.
3 Applicable only if no single contaminant is detected in the results of the 4 consecutive quarters of the base sampling requirement.
*Reduce to once every 3 years after 3 years of no detection of any contaminant in annual sampling.
4 Or GWUDI systems.
5 Applicable only if approved in writing by the department.
6 See subsections (e)(7)(C)(x), (xiii) and (xiv) of this section for exception.
A sanitary survey is composed of, but not limited to, an evaluation of the following 8 components:
A total coliform-positive sample that produces a turbid culture in the absence of gas production using an analytical method where gas formation is examined may be invalidated by the department in accordance with subsection (x)(3)(E) of this section.
Additionally, if a system serves 10,000 or more persons and uses conventional or direct filtration, the system shall perform turbidity measurements on samples representative of effluent water from each individual filter, using a continuous turbidimeter during the time period the filter contributes water to the combined filter water or serves water to the public. The system shall record the turbidity result at least every fifteen (15) minutes during this period.
Additionally, beginning on January 1, 2005, if a system serves fewer than 10,000 persons and uses conventional or direct filtration, the system shall perform turbidity measurements on samples representative of effluent water from each individual filter, using a continuous turbidimeter during the time period the filter contributes water to the combined filter water or serves water to the public. The system shall record the turbidity result at least every fifteen (15) minutes during this period. If the system only consists of two or fewer filters, the system may conduct continuous monitoring of combined filter effluent turbidity in lieu of individual filter effluent turbidity monitoring. Combined filter effluent turbidity monitoring shall meet the same requirements set forth in this subclause.
If there is a failure in the continuous monitoring equipment, grab sampling every four (4) hours shall be conducted in lieu of continuous monitoring, but for no more than five (5) working days following the failure of the equipment for systems serving 10,000 or more persons and for no more than 14 calendar days for systems serving fewer than 10,000 people. A system shall validate the continuous measurement on a daily basis using the appropriate procedure in the latest edition of ''Standard Methods For The Examination Of Water And Wastewater'' and shall calibrate the turbidimeters using a procedure specified by the equipment manufacturer. A copy of this publication can be obtained by request to the American Public Health Association in Washington, DC. The system shall conduct all turbidity measurements in accordance with a method specified in 40 CFR 141.74(a)(1).
TTHM and HAA5 annual averages under this subclause, as defined in subparagraph (a) of this section, shall be based on samples collected, during the month of the warmest water temperature and at the point of maximum residence time in the distribution system for each respective treatment plant with a surface water source or a groundwater source under the direct influence of surface water. A system shall monitor and calculate logs of inactivation in accordance with 40 CFR 141.532, as amended January 14, 2002, 40 CFR 141.533, as amended January 14, 2002, 40 CFR 141.534, as amended January 14, 2002, 40 CFR 141.535, as amended January 14, 2002, and 40 CFR 141.536, as amended January 14, 2002, when developing a disinfection profile, and inactivation values achieved by various disinfectants for giardia lamblia cysts and viruses.
This subparagraph and subsections (h)(9), (i)(5), (j)(12), and (j)(13) of this section establish or extend treatment technique requirements in lieu of MCLs for Cryptosporidium. These requirements are in addition to the requirements for filtration and disinfection in subparagraphs (H), (R), and (S) of this subdivision, subsection (h)(6), and subsections (j)(2) through (j)(4) of this section.
TABLE 7-T1. SOURCE WATER MONITORING STARTING DATES
Subpart H systems that serve. |
Shall begin the second round of source water monitoring required under subsection (e)(7)(T)(ii)(I) of this section not later than the month beginning. |
(1) At least 100,000 people. |
April 1, 2015 |
(2) From 50,000 to 99,999 people. |
October 1, 2015 |
(3) From 10,000 to 49,999 people. |
October 1, 2016 |
(4) Fewer than 10,000 and monitor for E. coli. |
October 1, 2017 |
(5) Fewer than 10,000 and monitor for Cryptosporidium1 . |
April 1, 2019 |
1 Applies to Subpart H systems that meet the conditions of 40 CFR 141.701(a)(4), as amended from time to time.
E. coli. Subpart H systems shall use the methods for enumeration of E. coli in source water approved by EPA in 40 CFR 141.704(b), as amended from time to time.
E. coli. Any laboratory certified by the EPA or the National Environmental Laboratory Accreditation Conference, or approved by the department pursuant to section 19a-29a of the Connecticut General Statutes, for total coliform or fecal coliform analysis, is approved for E. coli analysis under this subparagraph and subsections (h)(9), (i)(5), (j)(12), and (j)(13) of this section when the laboratory uses the same technique for E. coli that the laboratory uses for 40 CFR 141.74, as amended from time to time.
TABLE 8-C1. LEAD AND COPPER MONITORING SAMPLING SITES
CWS or NTNC Size (Number of People Served) |
Number of Sites (Standard Monitoring) |
Number of Sites (Reduced Monitoring) |
[GREATER THAN] 100,000 |
100 |
50 |
10,001-100,000 |
60 |
30 |
3,301 to 10,000 |
40 |
20 |
501 to 3,300 |
20 |
10 |
101 to 500 |
10 |
5 |
Less than or equal to 100 |
5 |
5 |
TABLE 9-E1. NUMBER OF WATER QUALITY PARAMETER SAMPLES FOR LEAD AND COPPER
Size of CWS or NTNC(Number of People Served) |
Number of Sites for Water Quality Parameters |
[GREATER THAN] 100,000 |
25 |
10,001 to 100,000 |
10 |
3,301 to 10,000 |
3 |
501 to 3,300 |
2 |
101 to 500 |
1 |
Less than or equal to 100 |
1 |
CWSs and NTNCs shall collect 2 samples for each applicable water quality parameter at each entry point to the distribution system during each monitoring period specified in subparagraph (B) of this subdivision. During each monitoring period specified in subparagraphs (C) through (E), inclusive, of this subdivision, CWSs and NTNCs shall collect 1 sample for each applicable water quality parameter at each entry point to the distribution system.
TABLE 9-E2. REDUCED SAMPLING SITES FOR LEAD AND COPPER
Size of CWS or NTNC(Number of People Served) |
Reduced Number of Sites for Water Quality Parameters |
[GREATER THAN] 100,000 |
10 |
10,001 to 100,000 |
7 |
3,301 to 10,000 |
3 |
501 to 3,300 |
2 |
101 to 500 |
1 |
Less than or equal to 100 |
1 |
TABLE 9-E3. SUMMARY OF MONITORING REQUIREMENTS FOR WATER QUALITY PARAMETERS 1
Monitoring Period |
Parameters 2 |
Location |
Frequency |
Initial Monitoring |
pH, alkalinity, orthophosphate or silica 3, calcium, conductivity, temperature |
Taps and at entry points to distribution system |
Every 6 months |
After Installation of Corrosion Control |
pH, alkalinity, orthophosphate or silica, 3 calcium 4 |
Taps |
Every 6 months |
pH, alkalinity dosage rate concentration (if alkalinity adjusted as part of corrosion control), inhibitor dosage rate and inhibitor residual 5 |
Entry point(s) to distribution system |
No less frequently than every 2 weeks |
|
After Department specifies Parameter Values for Optimal Corrosion Control |
pH, alkalinity, orthophosphate or silica, 3 calcium 4 |
Taps |
Every 6 months |
pH, alkalinity dosage rate and concentration (if alkalinity adjusted as part of corrosion control), inhibitor dosage rate and inhibitor residual 5 |
Entry point(s) to distribution system |
No less frequently than every 2 weeks |
|
Reduced Monitoring |
pH, alkalinity, orthophosphate or silica, 3 calcium 4 |
Taps |
Every 6 months, annually 6, or every 3 years 7, at reduced number of sites |
pH, alkalinity dosage rate and concentration (if alkalinity adjusted as part of corrosion control), inhibitor dosage rate and inhibitor residual 5 |
Entry point(s) to distribution system |
No less frequently than every 2 weeks |
Notes:
1Table is for illustrative purposes. Consult the text of this subdivision and subsections (e)(7)(K), (e)(8) and (e)(10), and (j)(6) through (j)(10) of this section for detailed regulatory requirements.
2Small and medium-size CWSs and NTNCs shall monitor for water quality parameters only during monitoring periods in which the CWS or NTNC exceeds the lead or copper action level.
3Orthophosphate shall be measured only when an inhibitor containing phosphate compound is used. Silica shall be measured only when an inhibitor containing silicate compound is used.
4Calcium shall be measured only when calcium carbonate stabilization is used as part of corrosion control.
5Inhibitor dosage rates and inhibitor residual concentrations (orthophosphate or silica) shall be measured only when an inhibitor is used.
6A CWS or NTNC may reduce frequency of monitoring for water quality parameters at the tap, from every 6 months to annually, if the CWS or NTNC has maintained the range of values for water quality parameters reflecting optimal corrosion control during 3 consecutive years of monitoring.
7A CWS or NTNC may further reduce the frequency of monitoring for water quality parameters at the tap, from annually to once every 3 years, if the CWS or NTNC has maintained the range of values for water quality parameters reflecting optimal corrosion control during 3 consecutive years of annual monitoring. The CWS or NTNC may reduce monitoring from every 6 months to once every 3 calendar years, but not later than every third calendar year, for water quality parameters at the tap if the CWS or NTNC has maintained all of the following 90th percentile lead levels less than or equal to 0.005 mg/l, 90th percentile copper levels less than or equal to 0.65 mg/l, and the range of water quality parameters designated by the department under subsection (j)(8)(F) of this section, as representing optimal corrosion control, during 2 consecutive 6 month monitoring periods.
TABLE 11-A1. BEST AVAILABLE TECHNOLOGY FOR DISINFECTION BYPRODUCTS
DISINFECION BYPRODUCT |
BEST AVAILABLE TECHNOLOGY |
TTHM |
Enhanced coagulation or enhanced softening or GAC10, with chlorine as the primary and residual disinfectant |
HAA5 |
Enhanced coagulation or enhanced softening or GAC10, with chlorine as the primary and residual disinfectant |
Bromate |
Control of ozone treatment process to reduce production of bromate |
Chlorite |
Control of treatment processes to reduce disinfectant demand and control of disinfection treatment processes to reduce disinfectant levels |
TABLE 11-A2. ROUTINE MONITORING FREQUENCY FOR TTHM AND HAA5
Type of such CWS or such NTNC |
Minimum Monitoring Frequency 1 |
Sample Location in the Distribution System 2 |
Such CWS or such NTNC using surface water or GWUDI in whole or in part and serving 10,000 or more persons |
4 samples per quarter per treatment plant |
At least 25 percent of all samples collected each quarter at locations representing maximum residence time. Remaining samples taken at locations representative of at least average residence time in the distribution system and representing the entire distribution system |
Such CWS or such NTNC using surface water or GWUDI in whole or in part and serving fewer than 10,000 persons |
1 sample per quarter per treatment plant |
Location representing maximum residence time |
Such CWS or such NTNC using only ground water not under the direct influence of surface water and serving 10,000 or more persons |
1 sample per quarter per treatment plant |
Location representing maximum residence time |
Such CWS or such NTNC using only ground water not under the direct influence of surface water and serving fewer than 10,000 persons |
1 sample per year per treatment plant during the third calendar quarter |
Location representing maximum residence time 3 |
NOTES:
1Multiple wells drawing water from a single aquifer may be considered 1 treatment plant for determining the minimum number of samples required, with written approval from the department.
2If such CWS or such NTNC elects to sample more frequently than the minimum required, at least 25 percent of all samples collected each quarter, including those taken in excess of the required frequency, shall be taken at locations that represent the maximum residence time of the water in the distribution system. The remaining samples shall be taken at locations representative of at least average residence time in the distribution system.
3 If the sample, or average of annual samples if more than 1 sample is taken, exceeds the MCL, such CWS or such NTNC shall increase monitoring to 1 sample per treatment plant per quarter, taken at a point reflecting the maximum residence time in the distribution system. Such CWS or such NTNC on increased monitoring may return to routine monitoring if, after at least 1 year of monitoring, such CWS's or such NTNC's TTHM annual average is 0.060 mg/l and HAA5 annual average is <0.045 mg/l and such CWS or such NTNC is granted approval by the department in writing.
TABLE 11-A3. REDUCED MONITORING FREQUENCY FOR TTHM AND HAA5
Type of such CWS or such NTNC |
Criteria for Monitoring Reduction 1 |
Minimum Monitoring Frequency |
Sample Location in the Distribution System |
Such CWS or such NTNC using surface water or GWUDI in whole or in part and serving at least 10,000 persons |
Source water annual average TOC level, before any treatment, less than4.0 mg/l; TTHM annual average less than0.040 mg/l; and HAA5 annual average less than0.030 mg/l |
1 sample per quarter per treatment plant |
Location representing maximum residence time |
Such CWS or such NTNC using surface water or GWUDI in whole or in part and serving fewer than 10,000 persons |
Source water annual average TOC level, before any treatment, less than4.0 mg/l; TTHM annual average less than0.040 mg/l; and HAA5 annual average less than0.030 mg/l |
1 sample per year per treatment plant during the third calendar quarter |
Location representing maximum residence time |
Such CWS or such NTNC using only ground water not under the direct influence of surface water and serving at least 10,000 persons |
TTHM annual average less than0.040 mg/l; and HAA5 annual average less than0.030 mg/l |
1 sample per year per treatment plant during the third calendar quarter |
Location representing maximum residence time |
Such CWS or such NTNC using only ground water not under the direct influence of surface water and serving fewer than 10,000 persons |
TTHM annual average less than0.040 mg/l; and HAA5 annual average less than0.030 mg/l 2 |
1 sample every 3 years per treatment plant during the third calendar quarter 3 |
Location representing maximum residence time |
NOTES:
1 Such CWS or such NTNC shall have monitored for at least 1 year.
2 Averages for 2 consecutive years, or TTHM annual average less than0.020 mg/l and HAA5 annual average less than0.015 mg/l for 1 year.
3 3 year cycle begins January 1 following the quarter in which such CWS or such NTNC qualifies for reduced monitoring.
TABLE 11-B1. DISINFECTION BYPRODUCTS AND THEIR LIMITS
DISINFECTION BYPRODUCTS |
MCL (MG/L)1 |
MCLG (MG/L) |
Bromate |
0.010 |
ZERO |
Chlorite |
1.0 |
0.8 |
Haloacetic acids (five) |
0.060 |
N/A |
-dichloroacetic acid |
* |
ZERO |
-monochloroacetic acid |
* |
0.07 |
-trichloroacetic acid |
* |
0.02 |
Total Trihalomethanes |
0.080 |
N/A |
-Bromodichloromethane |
* |
ZERO |
-Bromoform |
* |
ZERO |
-Chloroform |
* |
0.07 |
-Dibromochloromethane |
* |
0.06 |
N/A Not applicable.
*No individual MCL for TTHM and HAA5 constituents.
1 Such CWS or such NTNC that serves = 10,000 people shall comply with these MCLs as a LRAA, unless the department has previously approved under 40 CFR 141.620(c) up to an additional 24 months for compliance with MCLs and operational evaluation levels because such CWS or such NTNC requires capital improvements to comply with a MCL, in which case such CWS or such NTNC shall comply with these MCLs as a running annual average until the department-approved date. Such CWS or such NTNC that serves less than 10,000 and for which Cryptosporidium monitoring is not required under 40 CFR 141.701(a)(4), as amended from time to time, shall comply with these MCLs as a LRAA, unless the department has previously approved under 40 CFR 141.620(c) up to an additional 24 months for compliance with MCLs and operational evaluation levels because such CWS or such NTNC requires capital improvements to comply with a MCL, in which case such CWS or such NTNC shall comply with these MCLs as a running annual average until the department-approved date. Such CWS or such NTNC that serves less than 10,000 and for which Cryptosporidium monitoring is required under 40 CFR 141.701(a)(4), as amended from time to time, shall comply with these MCLs as a running annual average until the date specified in subparagraph (C)(i)(III) of this subdivision. After the date specified in subparagraph (C)(i)(III) of this subdivision, such CWS or such NTNC that serves less than 10,000 and for which Cryptosporidium monitoring is required under 40 CFR 141.701(a)(4), as amended from time to time, shall comply with these MCLs as a LRAA.
TABLE 11-B2. DISINFECTANTS AND THEIR LIMITS
DISINFECTANT RESIDUAL |
MRDL (MG/L) |
MRDLG (MG/L) |
Chlorine |
4.0 (as Cl2) |
4 (as Cl2) |
Chloramine |
4.0 (as Cl2) |
4 (as Cl2) |
Chlorine Dioxide1 |
0.8 (as ClO2) |
0.8(as ClO2) |
1 The MRDL and MRDLG for chlorine dioxide apply to such CWSs, such NTNCs and such TNCs that use chlorine dioxide as a disinfectant or oxidant somewhere in the treatment process.
TABLE 11-C2. BEST AVAILABLE TECHNOLOGY FOR DISINFECTION BYPRODUCTS
DISINFECTION BYPRODUCT |
BEST AVAILABLE TECHNOLOGY |
TTHM and HAA5 |
Enhanced coagulation or enhanced softening, plus GAC10; or nanofiltration with a molecular weight cutoff = 1000 Daltons; or GAC20 |
TABLE 11-C3. CONSECUTIVE SYSTEM BEST AVAILABLE TECHNOLOGY
DISINFECTION BYPRODUCT |
BEST AVAILABLE TECHNOLOGY |
TTHM and HAA5 |
Such CWSs and such NTNCs serving [GREATER THAN]10,000: Improved distribution system and storage tank management to reduce residence time, plus the use of chloramines for disinfectant residual maintenance. |
TTHM and HAA5 |
Such CWSs and such NTNCs serving less than 10,000: Improved distribution system and storage tank management to reduce residence time. |
TABLE 11-C4. COMPLIANCE MONITORING LOCATIONS AND FREQUENCIES
SOURCE WATER TYPE |
POPULATION SIZE CATEGORY |
MONITORING FREQUENCY1 |
DISTRIBUTON SYSTEM MONITORING LOCATION TOTAL PER MONITORING PERIOD2 |
Surface Water and GWUDI |
less than500 people |
Per Year |
2 |
500 - 3,300 people |
Per Quarter |
2 |
|
3,301 - 9,999 people |
Per Quarter |
2 |
|
10,000 - 49,999 people |
Per Quarter |
4 |
|
50,000 - 249,999 people |
Per Quarter |
8 |
|
250,000 - 999,999 people |
Per Quarter |
12 |
|
1,000,000 - 4,999,999 people |
Per Quarter |
16 |
|
[GREATER THAN]= 5,000,000 people |
Per Quarter |
20 |
|
Ground Water |
less than500 people |
Per Year |
2 |
500 - 9,999 people |
Per Year |
2 |
|
10,000 - 99,999 people |
Per Quarter |
4 |
|
100,000 - 499,999 people |
Per Quarter |
6 |
|
[GREATER THAN]= 500,000 people |
Per Quarter |
8 |
1Such CWSs and such NTNCs shall monitor during the month of highest disinfection byproducts concentrations.
2 Such CWSs and such NTNCs on quarterly monitoring shall take dual sample sets every 90 days at each monitoring location, except for such CWSs and such NTNCs serving 500-3,300 people that are Subpart H systems. Such CWSs and such NTNCs serving 500-9,999 people with only ground water sources on annual monitoring shall take dual sample sets at each monitoring location. All other such CWSs and such NTNCs on annual monitoring and such CWSs and such NTNCs serving 500-3,300 people that are Subpart H systems are required to take individual TTHM and HAA5 samples (instead of a dual sample set) at the locations with the highest TTHM and HAA5 concentrations, respectively. For such CWSs and such NTNCs serving fewer than 500 people, only 1 location with a dual sample set per monitoring period is needed if the highest TTHM and HAA5 concentrations occur at the same location, and during the same month.
TABLE 11-C5. REDUCED MONITORING FREQUENCIES
SOURCE WATER TYPE |
POPULATION SIZE CATEGORY |
MONITORING FREQUENCY1 |
DISTRIBUTON SYSTEM MONITORING LOCATION PER MONITORING PERIOD |
Surface Water or GWUDI |
less than500 |
Monitoring shall not be reduced. |
|
500 - 3,300 people |
Per year |
1 TTHM and 1 HAA5 sample: 1 at the location and during the quarter with the highest TTHM single measurement; 1 at the location and during the quarter with the highest HAA5 single measurement; 1 dual sample set per year if the highest TTHM and HAA5 measurements occurred at the same location and quarter. |
|
3,301 - 9,999 people |
Per year |
2 dual sample sets: 1 at the location and during the quarter with the highest TTHM single measurement, 1 at the location and during the quarter with the highest HAA5 single measurement. |
|
10,000 - 49,999 people |
Per quarter |
2 dual sample sets at the locations with the highest TTHM and highest HAA5 LRAAs. |
|
50,000 - 249,999 people |
Per quarter |
4 dual sample sets at the locations with the 2 highest TTHM and 2 highest HAA5 LRAAs. |
|
250,000 - 999,999 people |
Per quarter |
6 dual sample sets at the locations with the 3 highest TTHM and 3 highest HAA5 LRAAs. |
|
1,000,000 - 4,999,999 people |
Per quarter |
8 dual sample sets at the locations with the 4 highest TTHM and 4 highest HAA5 LRAAs. |
|
[GREATER THAN]=5,000,000 people |
Per quarter |
10 dual sample sets at the locations with the 5 highest TTHM and 5 highest HAA5 LRAAs. |
|
Ground water |
less than500 people |
Every third year |
1 TTHM and 1 HAA5 sample: 1 at the location and during the quarter with the highest TTHM single measurement; 1 at the location and during the quarter with the highest HAA5 single measurement; 1 dual sample set per year if the highest TTHM and HAA5 measurements occurred at the same location and quarter. |
500 - 9,999 people |
Per quarter |
1 TTHM and 1 HAA5 sample: 1 at the location and during the quarter with the highest TTHM single measurement; 1 at the location and during the quarter with the highest HAA5 single measurement; 1 dual sample set per year if the highest TTHM and HAA5 measurements occurred at the same location and quarter. |
|
10,000 - 99,999 people |
Per quarter |
2 dual sample sets: 1 at the location and during the quarter with the highest TTHM single measurement, 1 at the location and during the quarter with the highest HAA5 single measurement. |
|
100,000 - 499,999 people |
Per quarter |
2 dual sample sets at the locations with the highest TTHM and highest HAA5 LRAAs. |
|
= 500,000 people |
Per quarter |
4 dual sample sets at the locations with the 2 highest TTHM and 2 highest HAA5 LRAAs. |
1 Such CWS or such NTNC on quarterly monitoring shall take dual sample sets every 90 days.
E. coli is the fecal indicator for triggered source water monitoring under this subparagraph, unless the department specifies another fecal indicator that shall be used.
TABLE 12-D1. SEPARATING DISTANCE REQUIREMENTS BASED ON REQUIRED WITHDRAWAL RATE OF GROUND WATER SOURCE
STABILIZED PUMPING RATE OF GROUND WATER SOURCE |
SEPARATING DISTANCES FROM THE GROUND WATER SOURCE TO SOURCES OF POLLUTION |
Under 10 gallons per minute (gpm) |
75 feet |
10 to 50 gpm |
150 feet |
[GREATER THAN]50 gpm |
200 feet |
For systems serving 10,000 or more persons, the report shall also include either a filter profile, as defined in section 19-13-B102(a) of the Regulations of Connecticut State Agencies, which shall be produced no later than seven (7) days of an exceedance, or a reason for the exceedance.
For systems serving fewer than 10,000 persons, the report shall also include the cause of the exceedance(s), if known;
E. coli/100 ml; and
TABLE 9-H1. MICROBIAL TOOLBOX REPORTING REQUIREMENTS
TOOLBOX OPTION |
SYSTEMS SHALL SUBMIT THE FOLLOWING INFORMATION |
ON THE FOLLOWING SCHEDULE |
(i) Watershed Control Program. |
(I) Notice of intention to develop a new or continue an existing watershed control program. |
Not later than 2 years before the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(II) Watershed control plan. |
Not later than 1 year before the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
|
(III) Annual watershed control program status report. |
Every 12 months, beginning 1 year after the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
|
(IV) Watershed sanitary survey report. |
For CWSs, every 3 years beginning 3 years after the applicable treatment compliance date in subsection (j)(12)(C) of this section. For noncommunity water systems, every 5 years beginning 5 years after the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
|
(ii) Alternative source/ intake management. |
Verification that the system has relocated the intake or adopted the intake withdrawal procedure reflected in monitoring results. |
Not later than the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(iii) Presedimentation. |
Monthly verification of the following: (I) Continuous basin operation; (II) Treatment of 100 percent of the flow; (III) Continuous addition of a coagulant; and (IV) At least 0.5 log mean reduction of influent turbidity or compliance with alternative department-approved performance criteria. |
Monthly reporting not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(iv) Two-stage lime softening. |
Monthly verification of the following: (I) Chemical addition and hardness precipitation occurred in 2 separate and sequential stages prior to filtration; and (II) Both stages treated 100 percent of the plant flow. |
Monthly reporting not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(v) Bank filtration. |
(I) Initial demonstration of the following: (A) Unconsolidated, predominantly sandy aquifer; and (B) Setback distance of at least 25 feet (0.5 log credit) or 50 feet (1.0 log credit). |
Not later than the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(II) If monthly average of daily max turbidity is greater than 1 nephelolometric turbidity unit (NTU), then the system shall report result and submit an assessment of the cause. |
Report not later than 30 calendar days after the month in which monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
|
(vi) Combined filter performance. |
Monthly verification of combined filter effluent (CFE) turbidity levels less than or equal to 0.15 NTU in at least 95 percent of the 4 hour CFE measurements taken each month. |
Monthly reporting not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(vii) Individual filter performance. |
Monthly verification of the following: (I) Individual filter effluent turbidity levels less than or equal to 0.15 NTU in at least 95 percent of samples each month in each filter; and (II) No individual filter greater than 0.3 NTU in 2 consecutive readings 15 minutes apart. |
Monthly reporting not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(viii) Bag filters and cartridge filters. |
(I) Demonstration that the following criteria are met: (A) Process meets the definition of bag or cartridge filtration; and (B) Removal efficiency established through challenge testing that meets criteria in this subdivision and subsections (e)(7)(T), (j)(12) and (j)(13) of this section. |
Not later than the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(II) Monthly verification that 100 percent of plant flow was filtered. |
Not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
|
(ix) Membrane filtration. |
(I) Results of verification testing demonstrating the following: (A) Removal efficiency established through challenge testing that meets criteria in this subdivision and subsections (e)(7)(T), (j)(12) and (j)(13) of this section; and (B) Integrity test method and parameters, including resolution, sensitivity, test frequency, control limits, and associated baseline. |
Not later than the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(II) Monthly report summarizing the following: (A) All direct integrity tests above the control limit; and (B) If applicable, any turbidity or alternative department-approved indirect integrity monitoring results triggering direct integrity testing and the corrective action that was taken. |
Not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
|
(x) Second stage filtration. |
Monthly verification that 100 percent of flow was filtered through both stages and that the first stage was preceded by a coagulation step. |
Not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(xi) Slow sand filtration (as secondary filter). |
Monthly verification that both a slow sand filter and a preceding separate stage of filtration treated 100 percent of flow from surface water or GWUDI sources, or both. |
Not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(xii) Chlorine dioxide. |
Summary of CT values for each day as described in subsection (j)(13)(F) of this section. |
Not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(xiii) Ozone. |
Summary of CT values for each day as described in subsection (j)(13)(F) of this section. |
Not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(xiv) UV. |
(I) Validation of test results demonstrating operating conditions that achieve required UV dose. |
Not later than the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
(II) Monthly report summarizing the percentage of water entering the distribution system that was not treated by UV reactors operating within validated conditions for the required dose as specified in subsection (j)(13)(F)(iii) of this section. |
Not later than 9 calendar days after the month in which the monitoring was conducted, beginning on the applicable treatment compliance date in subsection (j)(12)(C) of this section. |
Reporting for ground water systems. In addition to the requirements of subdivisions (1) through (4), inclusive, of this subsection, a ground water system regulated under subsections (e)(7)(E), (e)(12) and (j)(14) of this section shall provide the following information to the department:
We are required to monitor the source of your drinking water for Cryptosporidium. Results of the monitoring are to be used to determine whether water treatment at the {treatment plant name} is sufficient to adequately remove Cryptosporidium from your drinking water. We are required to complete this monitoring and make this determination by {required bin determination date}. We ''did not monitor or test'' or ''did not complete all monitoring or testing'' on schedule and, therefore, we may not be able to determine by the required date what treatment modifications, if any, must be made to ensure adequate Cryptosporidium removal. Missing this deadline may, in turn, jeopardize our ability to have the required treatment modifications, if any, completed by the required deadline of {date}.
For more information, please call {name of water system contact} of {name of water system} at {phone number}.
We are required to monitor the source of your drinking water for Cryptosporidium in order to determine by {date} whether water treatment at the {treatment plant name} is sufficient to adequately remove Cryptosporidium from your drinking water. We have not made this determination by the required date. Our failure to do this may jeopardize our ability to have the required treatment modifications, if any, completed by the required deadline of {date}.
For more information, please call {name of water system contact} of {name of water system} at {phone number}.
Where:
A = Number of instances where the RDC is measured;
B = Number of instances where the RDC is not measured but HPC is measured;
C = Number of instances where the RDC is measured but not detected and no HPC is measured;
D = Number of instances where no RDC is detected and where the HPC is greater than 500/ml; and
E = Number of instances where the RDC is not measured and HPC is greater than 500/ml.
Corrosion Inhibitor Range (mg/l)
Silicates 2.0 - 12.0
Orthophosphate 0.1 - 10.0
TABLE 11-A1. STEP 1 REQUIRED REMOVAL OF TOC BY ENHANCED COAGULATION AND ENHANCED SOFTENING
Source Water TOC, mg/l |
Source Water Alkalinity, mg/l as CaCO3 |
||
0-60 |
[GREATER THAN]60-120 |
[GREATER THAN]1201 |
|
[GREATER THAN]2.0-4.0 |
35.0% |
25.0% |
15.0% |
[GREATER THAN]4.0-8.0 |
45.0% |
35.0% |
25.0% |
[GREATER THAN]8.0 |
50.0% |
40.0% |
30.0% |
1 Such system practicing softening shall meet the TOC removal requirements in this column.
TABLE 12-A1. BIN CLASSIFICATION FOR SUBPART H SYSTEMS
FOR SUBPART H SYSTEMS THAT ARE: |
WITH A CRYPTOSPORIDIUM BIN CONCENTRATION OF.1 |
THE BIN CLASSIFICATION IS. |
Required to monitor for Cryptosporidium under subsection (e)(7)(T)(ii) of this section |
Less than 0.075 oocysts/L |
Bin 1 |
Greater than or equal to 0.075 oocysts/L and less than 1.0 oocysts/L |
Bin 2 |
|
Greater than or equal to 1.0 oocysts/L and less than 3.0 oocysts/L |
Bin 3 |
|
Greater than or equal to 3.0 oocysts/L |
Bin 4 |
|
Serving fewer than 10,000 people and not required to monitor for Cryptosporidium under subsection (e)(7)(T)(ii)(II) of this section |
N/A |
Bin 1 |
1 Based on calculations in clause (i) or (iv) of this subparagraph, as applicable.
TABLE 12-B1. ADDITIONAL TREATMENT REQUIREMENTS FOR SUBPART H SYSTEMS
If the bin classification of a Subpart H system is. |
And the Subpart H system uses the following filtration treatment in full compliance with subdivisions (2) through (4), inclusive, of this subsection and subsections (e)(7)(H), (e)(7)(R), (e)(7)(S), and (h)(6) of this section (as applicable), then the additional Cryptosporidium treatment requirements are . . . |
|||
Conventional filtration treatment (including softening) |
Direct filtration |
Slow sand or diatomaceous earth filtration |
Alternative filtration technologies |
|
Bin 1 |
No additional treatment. |
No additional treatment. |
No additional treatment. |
No additional treatment. |
Bin 2 |
1 log treatment |
1.5 log treatment |
1 log treatment |
The total Cryptosporidium removal and inactivation is at least 4.0 log. |
Bin 3 |
2 log treatment |
2.5 log treatment |
2 log treatment |
The total Cryptosporidium removal and inactivation is at least 5.0 log. |
Bin 4 |
2.5 log treatment |
3 log treatment |
2.5 log treatment |
The total Cryptosporidium removal and inactivation is at least 5.5 log. |
TABLE 13-A1. MICROBIAL TOOLBOX SUMMARY TABLE: OPTIONS, TREATMENT CREDITS, AND CRITERIA
TOOLBOX OPTION |
CRYPTOSPORIDIUM TREATMENT CREDIT WITH DESIGN AND IMPLEMENTATION CRITERIA |
Source Protection and Management Toolbox Options |
|
(i) Watershed control program |
0.5 log credit for department-approved program comprising required elements, annual program status report to department, and regular watershed survey. Specific criteria are in subparagraph (B)(i) of this subdivision. |
(ii) Alternative source/intake management |
No prescribed credit. Subpart H systems may conduct simultaneous monitoring for treatment bin classification at alternative intake locations or under alternative intake management strategies. Specific criteria are in subparagraph (B)(ii) of this subdivision. |
Pre-Filtration Toolbox Options |
|
(iii) Presedimentation basin with coagulation |
0.5 log credit during any month that presedimentation basins achieve a monthly mean reduction of 0.5 log or greater in turbidity or alternative department-approved performance criteria. To be eligible, basins shall be operated continuously with coagulant addition and all plant flow shall pass through basins. Specific criteria are in subparagraph (C)(i) of this subdivision. |
(iv) Two-stage lime softening |
0.5 log credit for two-stage softening where chemical addition and hardness precipitation occur in both stages. All plant flow shall pass through both stages. Single-stage softening is credited as equivalent to conventional filtration treatment. Specific criteria are in subparagraph (C)(ii) of this subdivision. |
(v) Bank filtration |
0.5 log credit for 25-foot setback; 1.0 log credit for 50-foot setback; aquifer shall be unconsolidated sand containing at least 10 percent fines; average turbidity in wells shall be less than 1 nephelolometric turbidity unit (NTU). Subpart H systems using wells followed by filtration when conducting source water monitoring shall sample the well to determine bin classification and are not eligible for additional credit. Specific criteria are in subparagraph (C)(iii) of this subdivision. |
Treatment Performance Toolbox Options |
|
(vi) Combined filter performance |
0.5 log credit for combined filter effluent turbidity less than or equal to 0.15 NTU in at least 95 percent of measurements each month. Specific criteria are in subparagraph (D)(i) of this subdivision. |
(vii) Individual filter performance |
0.5 log credit (in addition to 0.5 log combined filter performance credit) if individual filter effluent turbidity is less than or equal to 0.15 NTU in at least 95 percent of samples each month in each filter and is never greater than 0.3 NTU in 2 consecutive measurements in any filter. Specific criteria are in subparagraph (D)(ii) of this subdivision. |
Additional Filtration Toolbox Options |
|
(viii) Bag or cartridge filters (individual filters) |
Up to 2 log credit based on the removal efficiency demonstrated during challenge testing with a 1.0 log factor of safety. Specific criteria are in subparagraph (E)(i) of this subdivision. |
(ix) Bag or cartridge filters (in series) |
Up to 2.5 log credit based on the removal efficiency demonstrated during challenge testing with a 0.5 log factor of safety. Specific criteria are in subparagraph (E)(i) of this subdivision. |
(x) Membrane filtration |
Log credit equivalent to removal efficiency demonstrated in challenge test for device if supported by direct integrity testing. Specific criteria are in subparagraph (E)(ii) of this subdivision. |
(xi) Second stage filtration |
0.5 log credit for second separate granular media filtration stage if treatment train includes coagulation prior to first filter. Specific criteria are in subparagraph (E)(iii) of this subdivision. |
(xii) Slow sand filters |
2.5 log credit as a secondary filtration step; 3.0 log credit as a primary filtration process. No prior chlorination for either option. Specific criteria are in subparagraph (E)(iv) of this subdivision. |
Inactivation Toolbox Options |
|
(xiii) Chlorine dioxide |
Log credit based on measured CT in relation to CT table. Specific criteria are in subparagraph (F)(ii) of this subdivision. |
(xiv) Ozone |
Log credit based on measured CT in relation to CT table. Specific criteria are in subparagraph (F)(ii) of this subdivision. |
(xv) UV |
Log credit based on validated UV dose in relation to UV dose table; reactor validation testing required to establish UV dose and associated operation conditions. Specific criteria are in subparagraph (F)(iii) of this subdivision. |
LRV = LOG10(Cf) - LOG10(Cp)
Where:
LRV = log removal value demonstrated during challenge testing; Cf = the feed concentration measured during the challenge test; and Cp = the filtrate concentration measured during the challenge test. In applying this equation, the same units shall be used for the feed and filtrate concentrations. If the challenge particulate is not detected in the filtrate, then the term Cp shall be set equal to the detection limit.
LRV = LOG10(Cf) x LOG10(Cp)
Where:
LRV = log removal value demonstrated during the challenge test; Cf = the feed concentration measured during the challenge test; and Cp = the filtrate concentration measured during the challenge test. Equivalent units shall be used for the feed and filtrate concentrations. If the challenge particulate is not detected in the filtrate, the term Cp is set equal to the detection limit for the purpose of calculating the LRV. An LRV shall be calculated for each membrane module evaluated during the challenge test.
LRVDIT = LOG10(Qp /(VCF x Qbreach))
Where:
LRVDIT = the sensitivity of the direct integrity test; Qp = total design filtrate flow from the membrane unit; Qbreach = flow of water from an integrity breach associated with the smallest integrity test response that can be reliably measured, and VCF = volumetric concentration factor. The volumetric concentration factor is the ratio of the suspended solids concentration on the high pressure side of the membrane relative to that in the feed water.
LRVDIT = LOG10(Cf) - LOG10(Cp)
Where:
LRVDIT = the sensitivity of the direct integrity test; Cf = the typical feed concentration of the marker used in the test; and Cp = the filtrate concentration of the marker from an integral membrane unit.
TABLE 13-F1. CT VALUES (mg-min/l) FOR CRYPTOSPORIDIUM INACTIVATION BY CHLORINE DIOXIDE.1
LOG CREDIT |
WATER TEMPERATURE (DEGREES IN CELSIUS) |
||||||||||
less than 0.5 |
1 |
2 |
3 |
5 |
7 |
10 |
15 |
20 |
25 |
30 |
|
0.25 |
159 |
153 |
140 |
128 |
107 |
90 |
69 |
45 |
29 |
19 |
12 |
0.5 |
319 |
305 |
279 |
256 |
214 |
180 |
138 |
89 |
58 |
38 |
24 |
1.0 |
637 |
610 |
558 |
511 |
429 |
360 |
277 |
179 |
116 |
75 |
49 |
1.5 |
956 |
915 |
838 |
767 |
643 |
539 |
415 |
268 |
174 |
113 |
73 |
2.0 |
1275 |
1220 |
1117 |
1023 |
858 |
719 |
553 |
357 |
232 |
150 |
98 |
2.5 |
1594 |
1525 |
1396 |
1278 |
1072 |
899 |
691 |
447 |
289 |
188 |
122 |
3.0 |
1912 |
1830 |
1675 |
1534 |
1286 |
1079 |
830 |
536 |
347 |
226 |
147 |
1 Subpart H systems may use this equation to determine log credit between the indicated values: Log credit = (0.001506 x (1.09116) Temp) x CT.
TABLE 13-F2. CT VALUES (mg-min/l) FOR CRYPTOSPORIDIUM INACTIVATION BY OZONE1
LOG CREDIT |
WATER TEMPERATURE (DEGREES IN CELSIUS) |
||||||||||
less than 0.5 |
1 |
2 |
3 |
5 |
7 |
10 |
15 |
20 |
25 |
30 |
|
0.25 |
6.0 |
5.8 |
5.2 |
4.8 |
4.0 |
3.3 |
2.5 |
1.6 |
1.0 |
0.6 |
0.39 |
0.5 |
12 |
12 |
10 |
9.5 |
7.9 |
6.5 |
4.9 |
3.1 |
2.0 |
1.2 |
0.78 |
1.0 |
24 |
23 |
21 |
19 |
16 |
13 |
9.9 |
6.2 |
3.9 |
2.5 |
1.6 |
1.5 |
36 |
35 |
31 |
29 |
24 |
20 |
15 |
9.3 |
5.9 |
3.7 |
2.4 |
2.0 |
48 |
46 |
42 |
38 |
32 |
26 |
20 |
12 |
7.8 |
4.9 |
3.1 |
2.5 |
60 |
58 |
52 |
48 |
40 |
33 |
25 |
16 |
9.8 |
6.2 |
3.9 |
3.0 |
72 |
69 |
63 |
57 |
47 |
39 |
30 |
19 |
12 |
7.4 |
4.7 |
1 Subpart H systems may use this equation to determine log credit between the indicated values: Log credit = (0.0397 x (1.09757) Temp) x CT.
TABLE 13-F3. UV DOSE TABLE FOR CRYPTOSPORIDIUM, GIARDIA LAMBLIA, AND VIRUS INACTIVATION CREDIT
LOG CREDIT |
CRYPTOSPORIDIUM UV DOSE (MJ/CM2) |
GIARDIA LAMBLIA UV DOSE (MJ/CM2) |
VIRUS UV DOSE (MJ/CM2) |
0.5 |
1.6 |
1.5 |
39 |
1.0 |
2.5 |
2.1 |
58 |
1.5 |
3.9 |
3.0 |
79 |
2.0 |
5.8 |
5.2 |
100 |
2.5 |
8.5 |
7.7 |
121 |
3.0 |
12 |
11 |
143 |
3.5 |
15 |
15 |
163 |
4.0 |
22 |
22 |
186 |
Any owner of a system shall maintain on its premises or at a convenient location near its premises the records described in subdivisions (1) through (21), inclusive, of this subsection for the period of time specified in subdivisions (1) through (21), inclusive, of this subsection. All such records maintained by an owner of a system shall be available for inspection by the department immediately upon the request of the department.
A plan shall be prepared for each community water system relating the safe yield and available water, as defined in sections 25-32d-1 a(4) and 25-32d-1a(30) of the regulations of Connecticut State Agencies, of the supply system to the existing and projected demands of the service area. The plan shall be updated on a regular basis. If for any reason it becomes evident that the demands of the service area will exceed the supply capability of the system for a significant period of time, measures to effectively reduce consumption shall be promptly instituted for the system, and a program to provide sufficient supply capacity to meet existing and projected demands shall be implemented.
TABLE 1-W1. COMPLIANCE DATES
If the CWS is this type of CWS |
The CWS shall comply with subparagraph (A) not later than: |
(1) CWS serving = 100,000 people |
1 year after the effective date of this subsection |
(2) CWS serving 10,000 - 99,999 people |
2 years after the effective date of this subsection |
(3) CWS serving less than 10,000 people |
3 years after the effective date of this subsection |
POPULATION SERVED |
MINIMUM NUMBER OF SAMPLES PER MONTH |
1,001 to 2,500 |
2 |
2,501 to 3,300 |
3 |
3,301 to 4,100 |
4 |
4,101 to 4,900 |
5 |
4,901 to 5,800 |
6 |
5,801 to 6,700 |
7 |
6,701 to 7,600 |
8 |
7,601 to 8,500 |
9 |
8,501 to 12,900 |
10 |
12,901 to 17,200 |
15 |
17,201 to 21,500 |
20 |
21,501 to 25,000 |
25 |
25,001 to 33,000 |
30 |
33,001 to 41,000 |
40 |
41,001 to 50,000 |
50 |
50,001 to 59,000 |
60 |
59,001 to 70,000 |
70 |
70,001 to 83,000 |
80 |
83,001 to 96,000 |
90 |
96,001 to 130,000 |
100 |
130,001 to 220,000 |
120 |
220,001 to 320,000 |
150 |
320,001 to 450,000 |
180 |
450,001 to 600,000 |
210 |
600,001 to 780,000 |
240 |
780,001 to 970,000 |
270 |
970,001 to 1,230,000 |
300 |
1,230,001 to 1,520,000 |
330 |
1,520,001 to 1,850,000 |
360 |
1,850,001 to 2,270,000 |
390 |
2,270,001 to 3,020,000 |
420 |
3,020,001 to 3,960,000 |
450 |
3,960,001 or more |
480 |
E. coli testing.
E. coli MCL violation. A system is in violation of the MCL for E. coli under this subsection when any of the conditions identified in clauses (i) through (iv), inclusive, of this subparagraph occur.
E. coli.
Notes
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.