R309-210. Monitoring and Water Quality: Distribution System Monitoring Requirements.
R309-210-1. Purpose.
The purpose of this rule is to outline the monitoring requirements for public water systems with regard to their distribution systems.
R309-210-2. Authority.
This rule is promulgated by the Drinking Water Board as authorized by Title 19, Environmental Quality Code, Chapter 4, Safe Drinking Water Act, Subsection 104 of the Utah Code and in accordance with 63-46a of the same, known as the Administrative Rulemaking Act.
R309-210-3. Definitions.
Definitions for certain terms used in this rule are given in R309-110 but may be further clarified herein.
R309-210-4. General.
(1) All public water systems are required to monitor their water to determine if they comply with the requirements for water quality stated in R309-200. In exceptional circumstances the Executive Secretary may modify the monitoring requirements given herein as is deemed appropriate.
(2) The Executive Secretary may determine compliance or initiate compliance actions based upon analytical results and other information compiled by authorized representatives.
(3) If the water fails to meet minimum standards, then certain public notification procedures must be carried out, as outlined in R309-220. Water suppliers must also keep analytical records in their possession, for a required length of time, as outlined in R309-105-17.
(4) All samples shall be taken at representative sites as specified herein for each contaminant or group of contaminants.
(5) For the purpose of determining compliance, samples may only be considered if they have been analyzed by the State of Utah primacy laboratory or a laboratory certified by the Utah State Health Laboratory.
(6) Measurements for pH, temperature, turbidity and disinfectant residual may, under the direction of the direct responsible operator, be performed by any water supplier or their representative.
(7) All samples must be marked either: routine, repeat, check or investigative before submission of such samples to a certified laboratory. Routine, repeat, and check samples shall be considered compliance purpose samples.
(8) All sample results can be sent to the Division of Drinking Water either electronically or in hard copy form.
(9) Lead and Copper data must be submitted to the Division of Drinking Water using forms provided by the Division.
(10) Unless otherwise required by the Board, the effective dates on which required monitoring shall be initiated are identical to the dates published in 40 CFR 141 on July 1, 2001 by the Office of the Federal Register.
(11) Exemptions from monitoring requirements shall only be granted in accordance with R309-105-5.
R309-210-5. Microbiological Monitoring.
(1) Routine Microbiological Monitoring Requirements
Applicable to all public water systems (community, non-transient non-community and transient non-community).
(a) Community water systems shall monitor for total coliforms at a frequency based on the population served, as follows:
TABLE 210-1 TOTAL COLIFORM MONITORING FREQUENCYFOR PUBLIC WATER SYSTEMS | |
Population served | Minimum number of samples per month |
25 to 1,000 | 1 |
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 |
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Note: The 25 - 1,000 population figure includes public water systems which have at least 15 service connections, but serve fewer than 25 persons. | |
(b) Non-transient non-community water systems shall monitor for total coliforms as follows:
(i) A system using only ground water (except ground water under the direct influence of surface water) and serving 1,000 or fewer shall monitor each calendar quarter that the system provides water to the public.
(ii) A system using only ground water (except ground water under the direct influence of surface water) and serving more than 1,000 persons during any month shall monitor at the same frequency as a like-sized community water system, as specified in Table 210-1. The Executive Secretary may reduce the monitoring frequency for any month the system serves 1,000 persons or fewer. In no case may the required monitoring be reduced to less than once per calendar quarter.
(iii) A system using surface water, in total or in part, shall monitor at the same frequency as a like-sized community water system, as specified in Table 210-1.
(iv) A system using ground water under the direct influence of surface water shall monitor at the same frequency as a like-sized community water system, as specified in Table 210-1. The system shall begin monitoring at this frequency beginning six months after the Executive Secretary determines that the ground water is under the direct influence of surface water.
(c) Non-community water systems shall monitor for total coliforms as specified in R309-210-5(1)(b).
(d) The samples shall be collected at points which are representative of water throughout the distribution system according to a written sampling plan. This plan is subject to the approval of the Executive Secretary.
(e) A public water system shall collect samples at regular time intervals throughout the month, except that a system which uses only ground water (except ground water under the direct influence of surface water) and serves 4,900 persons or fewer, may collect all required samples on a single day if they are taken from different sites.
(f) A public water system that uses inadequately treated surface water or inadequately treated ground water under the direct influence of surface water shall collect and analyze for total coliforms at least one sample each day the turbidity level of the source water exceeds 1 NTU. This sample shall be collected near the first service connection from the source. The system shall collect the sample within 24 hours of the time when the turbidity level was first exceeded. The sample shall be analyzed within 30 hours of collection. Sample results from this coliform monitoring shall be included in determining total coliform compliance for that month. The Executive Secretary may extend the 24 hour limitation if the system has a logistical problem that is beyond the system's control. In the case of an extension the Executive Secretary shall specify how much time the system has to collect the sample.
(2) Procedures if a Routine Sample is Total Coliform-Positive
(a) Repeat sampling -
The water system shall collect a set of repeat samples within 24 hours of being notified of the total coliform-positive sample result. The number of repeat samples required to be taken is specified in Table 210-2. The Executive Secretary may extend the 24 hour limitation if the system has a logistical problem that is beyond its control. In the case of an extension the Executive Secretary shall specify how much time the system has to collect the repeat samples.
TABLE 210-2 REPEAT AND ADDITIONAL SAMPLE MONITORING FREQUENCY | |||
Population Served by the System | # Routine Samples per Month | # Repeats for Each Total Coliform Sample Within 24 Hours | Number of Samples in ADDITION to the Routine Samples the Following Month |
25-1000 (See Note 1 below | 1 | 4 | 4 |
100-2500 | 2 | 3 | 3 |
2501-3300 | 3 | 3 | 2 |
3301-4100 | 4 | 3 | 1 |
Greater Than 4100 | 5 or more | 3 | No Additional Samples Required. Refer to Table 210-1 for # of Routine Samples |
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NOTE 1: The population category 25 - 1000 includes all non-transient non-community and non-community water systems. Non-transient non-community and non-community systems are only are required to sample once per calendar quarter on a routine basis for those quarters the system is in operation.
Repeat and Additional Routine samples are only required if a Routine Sample is Total Coliform-Positive. | |||
(b) Repeat sampling locations -
The system shall collect the repeat samples from the following locations:
(i) One from the original sample site;
(ii) One within 5 service connections upstream;
(iii) One within 5 service connections downstream;
(iv) If required, one from any site mentioned above.
If a total coliform-positive sample is at the end of the distribution system, or next to the end of the distribution system, the Executive Secretary may waive the requirement to collect at least one repeat sample upstream or downstream of the original sampling site.
(c) The system shall collect all repeat samples on the same day, except that the Executive Secretary may allow a system with a single service connection to collect the required set of repeat samples on consecutive days.
(d) Additional repeat samples - If one or more repeat samples in a set is total coliform-positive, the system shall collect an additional set of repeat samples as specified in (a), (b) and (c) of this subsection. The additional repeat samples shall be collected within 24 hours of being notified of the positive result, unless the Executive Secretary extends the time limit because of a logistical problem. The system shall repeat this process until either total coliforms are not detected in one complete set of repeat samples or the system determines that the total coliform MCL has been exceeded and notifies the Executive Secretary and begins the required public notification.
(e) If a system collecting fewer than five routine samples per month has one or more total coliform-positive samples and the Executive Secretary does not invalidate the sample under R309-210-5(4), it shall collect at least five routine samples during the next month the system provides water to the public. Refer to Table 210-2 for the number of additional samples required.
(i) The Executive Secretary may waive the requirement to collect five routine samples the next month the system provides water to the public if the Executive Secretary has determined why the sample was total coliform-positive and establishes that the system has corrected the problem or will correct the problem before the end of the next month the system serves water to the public. In this case:
(A) The Executive Secretary shall document this decision in writing; and
(B) The Executive Secretary or his representative shall sign the document; and
(C) The Executive Secretary will make the document available to the EPA and the public.
(ii) The Executive Secretary cannot waive the additional samples in the following month solely because all repeat samples are total coliform-negative.
(iii) If the additional samples in the following month are waived, a system shall still take the minimum number of routine samples required in Table 210-1 of R309-210-5(1) before the end of the next month and use it to determine compliance with the total coliform MCL.
(f) Samples to be included in calculations - Results of all routine and repeat samples not invalidated in writing by the Executive Secretary shall be included in determining compliance with the total coliform MCL.
(g) Samples not to be included in calculations - Special purpose and investigative samples, such as those taken to determine the efficiency of disinfection practices following such operations as pipe replacement or repair, may not be used to determine compliance with the MCL for total coliforms. These samples shall be identified as special purpose or investigative at the time of collection.
(3) Response to violation
(a) A public water system which has exceeded the MCL for total coliforms as specified in R309-200-5(6) shall report the violation to the Executive Secretary no later than the end of the next business day after it learns of the violation, and notify the public in accordance with R309-220.
(b) A public water system which has failed to comply with a coliform monitoring requirement shall report the monitoring violation to the Executive Secretary within ten days after the system discovers the violation and notify the public in accordance with R309-220.
(4) Invalidation of Total Coliform-Positive Samples
An invalidated total coliform-positive sample does not count towards meeting the minimum monitoring requirements of R309-210-5(1) and R309-210-5(2). A total coliform-positive sample may not be invalidated solely on the basis of all repeat samples being total coliform-negative.
(a) The Executive Secretary may invalidate a total coliform-positive sample only if one of the following conditions are met:
(i) The laboratory establishes that improper sample analysis caused the total coliform-positive result; or
(ii) On the basis of the results of repeat samples collected as required in R309-210-5(2), the total coliform-positive sample resulted from a non-distribution system plumbing problem on the basis that all repeat samples taken at the same tap as the original total coliform-positive are total coliform-positive, but all repeat samples within five service connections are total coliform-negative; or
(iii) Substantial grounds exist to establish that the total coliform-positive result is due to a circumstance or condition which does not reflect water quality in the distribution system. In this case:
(A) The Executive Secretary shall document this decision in writing; and
(B) The Executive Secretary or his representative shall sign the document; and
(C) The Executive Secretary will make the document available to the EPA and the public. The system shall still collect the required repeat samples as outlined in R309-210-5(2) in order to determine compliance with the MCL.
(b) A laboratory shall invalidate a total coliform sample (unless total coliforms are detected) if the results are indeterminate because of possible interference. A system shall collect and have analyzed, another total coliform sample from the same location as the original sample within 24 hours of being notified of the indeterminate result. The system shall continue to resample within 24 hours of notification of indeterminate results and have the samples analyzed until a valid sample result is obtained. The 24-hour time limit may be waived by the Executive Secretary on a case-by-case basis if the system has logistical problems beyond its control. Interference for each type of analysis is listed below.
(i) The sample produces a turbid culture in the absence of gas production when using an analytical method where gas formation is examined.
(ii) The sample produces a turbid culture in the absence of an acid reaction when using the Presence-Absence Coliform Test.
(iii) The sample exhibits confluent growth or produces colonies too numerous to count when using an analytical method using a membrane filter.
(5) Fecal coliforms/Escherichia coli (E. coli) testing
(a) If any routine sample, repeat sample or additional sample is total coliform-positive, the system shall have the total coliform-positive culture medium analyzed to determine if fecal coliforms are present. The system may test for E. coli in lieu of fecal coliforms.
(b) Notification of Executive Secretary and public - If fecal coliforms or E. coli are confirmed present (as per R309-200-5(6)(b)), the system shall notify the Executive Secretary by the end of the day when the system is notified of the test results. If the system is notified after the Division of Drinking Water has closed, the system shall notify the Executive Secretary before the close of the next business day and begin public notification using the mandatory health effects language R309-220) within 72 hours.
(c) The Executive Secretary may allow a system to forego the analysis for fecal coliforms or E. coli, if the system assumes that the total coliform positive sample is fecal coliform-positive or E. coli-positive. The system must notify the Executive Secretary of this decision and begin the required public notification.
(6) Best Available Technology
The Executive Secretary may require an appropriate treatment process using the best available technology (BAT) in order to bring the water into compliance with the maximum contaminant level for microbiological quality. The BAT will be determined by the Executive Secretary.
R309-210-6. Lead and Copper Monitoring.
(1) General requirements.
(a) Applicability and effective dates
(i) The requirements of R309-210-6. unless otherwise indicated, apply to community water systems and non-transient non-community water systems (hereinafter referred to as water systems or systems).
(ii) The requirements in R309-210-6(2), R309-210-6(4), and R309-210-6(7) shall take effect December 7, 1992.
(b) R309-210-6 establishes a treatment technique that includes requirements for corrosion control treatment, source water treatment, lead service line replacement, and public education. These requirements are triggered, in some cases, by lead and copper action levels measured in samples collected at consumers' taps.
(c) Corrosion control treatment requirements
(i) All water systems shall install and operate optimal corrosion control treatment. However, any water system that complies with the applicable corrosion control treatment requirements specified by the Executive Secretary under R309-210-6(2) and R309-210-6(4)(a) shall be deemed in compliance with this treatment requirement.
(d) Source water treatment requirements
Any system exceeding the lead or copper action level shall implement all applicable source water treatment requirements specified by the Executive Secretary under R309-210-6(4)(b).
(e) Lead service line replacement requirements
Any system exceeding the lead action level after implementation of applicable corrosion control and source water treatment requirements shall complete the lead service line replacement requirements contained in R309-210-6(4)(c).
(f) Public education requirements
Any system exceeding the lead action level shall implement the public education requirements contained in R309-210-6(7).
(g) Monitoring and analytical requirements
Tap water monitoring for lead and copper, monitoring for water quality parameters, source water monitoring for lead and copper, and analyses of the monitoring results shall be completed in compliance with R309-210-6(3), R309-210-6(5), R309-210-6(6) and R309-200-8.
(h) Reporting requirements
Systems shall report to the Executive Secretary any information required by the treatment provisions of this subpart and R309-210-6(8).
(i) Recordkeeping requirements
Systems shall maintain records in accordance with R309-105-17(2).
(j) Violation of primary drinking water rules
Failure to comply with the applicable requirements of R309-210-6., including requirements established by the Executive Secretary pursuant to these provisions, shall constitute a violation of the primary drinking water regulations for lead and/or copper.
(2) Applicability of corrosion control treatment steps to small, medium-size and large water systems.
(a) Systems shall complete the applicable corrosion control treatment requirements described in R309-210-6(4)(a) by the deadlines established in this section.
(i) A large system (serving greater than 50,000 persons) shall complete the corrosion control treatment steps specified in R309-210-6(2)(d), unless it is deemed to have optimized corrosion control under R309-210-6(2)(b)(ii) or (b)(iii).
(ii) A small system (serving less than 3300 persons) and a medium-size system (serving greater than 3,300 and less than 50,000 persons) shall complete the corrosion control treatment steps specified in R309-210-6(2)(e), unless it is deemed to have optimized corrosion control under R309-210-6(2)(b)(i), (b)(ii), or (b)(iii).
(b) A system is deemed to have optimized corrosion control and is not required to complete the applicable corrosion control treatment steps identified in this section if the system satisfies one of the criteria in paragraphs (b)(i) through (b)(iii) of this section. Any such system deemed to have optimized corrosion control under this paragraph, and which has treatment in place, shall continue to operate and maintain optimal corrosion control treatment and meet any requirements that the Executive Secretary determines appropriate to ensure optimal corrosion control treatment is maintained.
(i) A small or medium-size water system is deemed to have optimized corrosion control if the system meets the lead and copper action levels during each of two consecutive six-month monitoring periods conducted in accordance with R309-210-6(3).
(ii) Any water system may be deemed by the Executive Secretary to have optimized corrosion control treatment if the system demonstrates to the satisfaction of the Executive Secretary that it has conducted activities equivalent to the corrosion control steps applicable to such system under this section. If the Executive Secretary makes this determination, it shall provide the system with written notice explaining the basis for its decision and shall specify the water quality control parameters representing optimal corrosion control in accordance with R309-210-6(4)(a)(vi). Water systems deemed to have optimized corrosion control under this paragraph shall operate in compliance with the Executive Secretary designated optimal water quality control parameters in accordance with R309-210-6(4)(a)(vii) and continue to conduct lead and copper tap and water quality parameter sampling in accordance with R309-210-6(3)(d)(iii) and R309-210-6(5)(d), respectively. A system shall provide the Executive Secretary with the following information in order to support a determination under this paragraph:
(A) the results of all test samples collected for each of the water quality parameters in R309-210-6(4)(a)(iii)(C).
(B) a report explaining the test methods used by the water system to evaluate the corrosion control treatments listed in R309-210-6(4)(a)(iii)(A), the results of all tests conducted, and the basis for the system's selection of optimal corrosion control treatment;
(C) a report explaining how corrosion control has been installed and how it is being maintained to insure minimal lead and copper concentrations at consumers' taps; and
(D) the results of tap water samples collected in accordance with R309-210-6(3) at least once every six months for one year after corrosion control has been installed.
(iii) Any water system is deemed to have optimized corrosion control if it submits results of tap water monitoring conducted in accordance with R309-210-6(3) and source water monitoring conducted in accordance with R309-210-6(6) that demonstrates for two consecutive six-month monitoring periods that the difference between the 90th percentile tap water lead level computed under R309-200-5(2)(c), and the highest source water lead concentration, is less than the Practical Quantitation Level (PQL) for lead as specified in R309-104-8.
(A) Those systems whose highest source water lead level is below the Method Detection Limit may also be deemed to have optimized corrosion control under this paragraph if the 90th percentile tap water lead level is less than or equal to the Practical Quantitation Level for lead for two consecutive 6-month monitoring periods.
(B) Any water system deemed to have optimized corrosion control in accordance with this paragraph shall continue monitoring for lead and copper at the tap no less frequently than once every three calendar years using the reduced number of sites specified in R309-210-6(3)(c) and collecting the samples at times and locations specified in R309-210-6(3)(d)(iv)(D). Any such system that has not conducted a round of monitoring pursuant to R309-210-6(3)(d) since September 30, 1997, shall complete a round of monitoring pursuant to this paragraph no later than September 30, 2000.
(C) Any water system deemed to have optimized corrosion control pursuant to this paragraph shall notify the Executive Secretary in writing pursuant to R309-210-6(8)(a)(iii) of any change in treatment or the addition of a new source. The Executive Secretary may require any such system to conduct additional monitoring or to take other action the Executive Secretary deems appropriate to ensure that such systems maintain minimal levels of corrosion in the distribution system.
(D) As of July 12, 2001, a system is not deemed to have optimized corrosion control under this paragraph, and shall implement corrosion control treatment pursuant to paragraph (b)(iii)(E) of this section unless it meets the copper action level.
(E) Any system triggered into corrosion control because it is no longer deemed to have optimized corrosion control under this paragraph shall implement corrosion control treatment in accordance with the deadlines in paragraph (e) of this section. Any such large system shall adhere to the schedule specified in that paragraph for medium-size systems, with the time periods for completing each step being triggered by the date the system is no longer deemed to have optimized corrosion control under this paragraph.
(c) Any small or medium-size water system that is required to complete the corrosion control steps due to its exceedance of the lead or copper action level may cease completing the treatment steps whenever the system meets both action levels during each of two consecutive monitoring periods conducted pursuant to R309-210-6(3) and submits the results to the Executive Secretary. If any such water system thereafter exceeds the lead or copper action level during any monitoring period, the system (or the Executive Secretary, as the case may be) shall recommence completion of the applicable treatment steps, beginning with the first treatment step which was not previously completed in its entirety. The Executive Secretary may require a system to repeat treatment steps previously completed by the system where the Executive Secretary determines that this is necessary to implement properly the treatment requirements of this section. The Executive Secretary shall notify the system in writing of such a determination and explain the basis for its decision. The requirement for any small or medium size system to implement corrosion control treatment steps in accordance with paragraph (e) of this section (including systems deemed to have optimized corrosion control under paragraph (b)(i) of this section) is triggered whenever any small or medium size system exceeds the lead or copper action level.
(d) Treatment steps and deadlines for large systems
Except as provided in R309-210-6(2)(b)(ii) and (b)(iii), large systems shall complete the following corrosion control treatment steps by the indicated dates.
(i) Step 1: The system shall conduct initial monitoring (R309-210-6(3)(d)(i) and R309-210-6(5)(b)) during two consecutive six-month monitoring periods by January 1, 1993.
(ii) Step 2: The system shall complete corrosion control studies (R309-210-6(4)(a)(iii)) by July 1, 1994.
(iii) Step 3: The Executive Secretary shall designate optimal corrosion control treatment (R309-210-6(4)(a)(iv)) by January 1, 1995.
(iv) Step 4: The system shall install optimal corrosion control treatment (R309-210-6(4)(a)(v)) by January 1, 1997.
(v) Step 5: The system shall complete follow-up sampling (R309-210-6(3)(d)(ii) and R309-210-6(5)(c)) by January 1, 1998.
(vi) Step 6: The Executive Secretary shall review installation of treatment and designate optimal water quality control parameters (R309-210-6(4)(a)(vi)) by July 1, 1998.
(vii) Step 7: The system shall operate in compliance with the Executive Secretary specified optimal water quality control parameters (R309-210-6(4)(a)(vii)) and continue to conduct tap sampling (R309-210-6(3)(d)(iii) and R309-210-6(5)(d)).
(e) Treatment steps and deadlines for small and medium-size systems
Except as provided in R309-210-6(2)(b), small and medium-size systems shall complete the following corrosion control treatment steps by the indicated time periods.
(i) Step 1: The system shall conduct initial tap sampling (R309-210-6(3)(d)(i) and R309-210-6(5)(b) until the system either exceeds the lead or copper action level or becomes eligible for reduced monitoring under R309-210-6(3)(d)(iv). A system exceeding the lead or copper action level shall recommend optimal corrosion control treatment (R309-210-6(4)(a)(i)) within six months after it exceeds one of the action levels.
(ii) Step 2: Within 12 months after a system exceeds the lead or copper action level, the Executive Secretary may require the system to perform corrosion control studies (R309-210-6(4)(a)(ii)). If the Executive Secretary does not require the system to perform such studies, the Executive Secretary shall specify optimal corrosion control treatment (R309-210-6(4)(a)(iv)) within the following time-frames:
(A) for medium-size systems, within 18 months after such system exceeds the lead or copper action level,
(B) for small systems, within 24 months after such system exceeds the lead or copper action level.
(iii) Step 3: If the Executive Secretary requires a system to perform corrosion control studies under step 2, the system shall complete the studies (R309-210-6(4)(a)(iii)) within 18 months after the Executive Secretary requires that such studies be conducted.
(iv) Step 4: If the system has performed corrosion control studies under step 2, the Executive Secretary shall designate optimal corrosion control treatment (R309-210-6(4)(a)(iv)) within 6 months after completion of step 3.
(v) Step 5: The system shall install optimal corrosion control treatment (R309-210-6(4)(a)(v)) within 24 months after the Executive Secretary designates such treatment.
(vi) Step 6: The system shall complete follow-up sampling (R309-210-6(3)(d)(ii) and R309-210-6(5)(c)) within 36 months after the Executive Secretary designates optimal corrosion control treatment.
(vii) Step 7: The Executive Secretary shall review the system's installation of treatment and designate optimal water quality control parameters (R309-210-6(4)(a)(vi)) within 6 months after completion of step 6.
(viii) Step 8: The system shall operate in compliance with the Executive Secretary-designated optimal water quality control parameters (R309-210-6(4)(a)(vii)) and continue to conduct tap sampling (R309-210-6(3)(d)(iii) and R309-210-6(5)(d)).
(3) Monitoring requirements for lead and copper in tap water.
(a) Sample site location
(i) By the applicable date for commencement of monitoring under R309-210-6(3)(d)(i), each water system shall complete a materials evaluation of its distribution system in order to identify a pool of targeted sampling sites that meets the requirements of this section, and which is sufficiently large to ensure that the water system can collect the number of lead and copper tap samples required in R309-210-6(3)(c). All sites from which first draw samples are collected shall be selected from this pool of targeted sampling sites. Sampling sites may not include faucets that have point-of-use or point-of-entry treatment devices designed to remove inorganic contaminants.
(ii) A water system shall use the information on lead, copper, and galvanized steel when conducting a materials evaluation. When an evaluation of this information is insufficient to locate the requisite number of lead and copper sampling sites that meet the targeting criteria in R309-210-6(3)(a), the water system shall review the sources of information listed below in order to identify a sufficient number of sampling sites. In addition, the system shall seek to collect such information where possible in the course of its normal operations (e.g., checking service line materials when reading water meters or performing maintenance activities):
(A) all plumbing codes, permits, and records in the files of the building department(s) which indicate the plumbing materials that are installed within publicly and privately owned structures connected to the distribution system;
(B) all inspections and records of the distribution system that indicate the material composition of the service connections that connect a structure to the distribution system; and
(C) all existing water quality information, which includes the results of all prior analyses of the system or individual structures connected to the system, indicating locations that may be particularly susceptible to high lead or copper concentrations.
(iii) The sampling sites selected for a community water system's sampling pool ("tier 1 sampling sites") shall consist of single family structures that:
(A) contain copper pipes with lead solder installed after 1982 or contain lead pipes; and/or
(B) are served by a lead service line.
When multiple-family residences comprise at least 20 percent of the structures served by a water system, the system may include these types of structures in its sampling pool.
(iv) Any community water system with insufficient tier 1 sampling sites shall complete its sampling pool with "tier 2 sampling sites", consisting of buildings, including multiple-family residences that:
(A) contain copper pipes with lead solder installed after 1982 or contain lead pipes; and/or
(B) are served by a lead service line.
(v) Any community water system with insufficient tier 1 and tier 2 sampling sites shall complete its sampling pool with "tier 3 sampling sites", consisting of single family structures that contain copper pipes with lead solder installed before 1983. A community water system with insufficient tier 1, tier 2 and tier 3 sampling sites shall complete its sampling pool with representative sites throughout the distribution system. For the purpose of this paragraph, a representative site is a site in which the plumbing materials used at that site would be commonly found at other sites served by the water system.
(vi) The sampling sites selected for a non-transient non-community water system ("tier 1 sampling sites") shall consist of buildings that:
(A) contain copper pipes with lead solder installed after 1982 or contain lead pipes; and/or
(B) are served by a lead service line.
(vii) A non-transient non-community water system with insufficient tier 1 sites that meet the targeting criteria in R309-210-6(3)(a)(vi) shall complete its sampling pool with sampling sites that contain copper pipes with lead solder installed before 1983. If additional sites are needed to complete its sampling pool, the non-transient non-community water system shall use representative sites throughout the distribution system. For the purpose of this paragraph, a representative site is a site in which the plumbing materials used at that site would be commonly found at other sites served by the water system.
(viii) Any water system whose distribution system contains lead service lines shall draw 50 percent of the samples it collects during each monitoring period from sites that contain lead pipes, or copper pipes with lead solder, and 50 percent of the samples from sites served by a lead service line. A water system that cannot identify a sufficient number of sampling sites served by a lead service line shall collect first draw samples from all of the sites identified as being served by such lines.
(b) Sample collection methods
(i) All tap samples for lead and copper collected in accordance with this section, with the exception of lead service line samples collected under R309-210-6(4)(c)(iii) and samples collected under (b)(v) of this section, shall be first draw samples.
(ii) Each first-draw tap sample for lead and copper shall be one liter in volume and have stood motionless in the plumbing system of each sampling site for at least six hours. First draw samples from residential housing shall be collected from the cold water kitchen tap or bathroom sink tap. First-draw samples from a nonresidential building shall be one liter in volume and shall be collected at an interior tap from which water is typically drawn for consumption. Non-first-draw samples collected in lieu of first-draw samples pursuant to paragraph (b)(v) of this section shall be one liter in volume and shall be collected at an interior tap from which water is typically drawn for consumption. First draw samples may be collected by the system or the system may allow residents to collect first draw samples after instructing the residents of the sampling procedures specified in this paragraph. To avoid problems with residents handling nitric acid, acidification of first draw samples may be done up to fourteen days after the sample is collected. After acidification to resolubilize the metals, the sample must stand in the original container for the time specified in R309-200-4(3). If a system allows residents to perform sampling, the system may not challenge, based on alleged errors in sample collection, the accuracy of sampling results.
(iii) Each service line sample shall be one liter in volume and have stood motionless in the lead service line for at least six hours. Lead service line samples shall be collected in one of the following three ways:
(A) at the tap after flushing the volume of water between the tap and the lead service line. The volume of water shall be calculated based on the interior diameter and length of the pipe between the tap and the lead service line;
(B) tapping directly into the lead service line; or
(C) if the sampling site is a building constructed as a single-family residence, allowing the water to run until there is a significant change in temperature which would be indicative of water that has been standing in the lead service line.
(iv) A water system shall collect each first draw tap sample from the same sampling site from which it collected a previous sample. If, for any reason, the water system cannot gain entry to a sampling site in order to collect a follow-up tap sample, the system may collect the follow-up tap sample from another sampling site in its sampling pool as long as the new site meets the same targeting criteria, and is within reasonable proximity of the original site.
(v) A non-transient non-community water system, or a community water system that meets the criteria for R309-210-6(7)(c)(vii)(A) and (B), that does not have enough taps that can supply first draw samples, as defined in R309-110, may apply to the Executive Secretary in writing to substitute non-first-draw samples. Such systems must collect as many first draw samples from appropriate taps as possible and identify sampling times and locations that would likely result in the longest standing time for the remaining sites. The Executive Secretary herein waives the requirement for prior Executive Secretary approval of non-first draw samples sites selected by the system.
(c) Number of samples
Water systems shall collect at least one sample during each monitoring period specified in R309-210-6(3)(d) from the number of sites listed in the first column (standard monitoring) in Table 210-3. A system conducting reduced monitoring under R309-210-6(3)(d)(iv) may collect one sample from the number of sites specified in the second column (reduced monitoring) in Table 210-3 during each monitoring period specified in R309-210-6(3)(d)(iv). Such reduced monitoring sites shall be representative of the sites required for standard monitoring. The Executive Secretary may specify sampling locations when a system is conducting reduced monitoring to ensure that fewer number of sampling sites are representative of the risk to public health as outlined in R309-210-6(3)(a).
TABLE 210-3 NUMBER OF LEAD AND COPPER SAMPLING SITES | ||
System Size (# People Served) | # of sites (Standard Monitoring) | # 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 |
100 or less | 5 | 5 |
(d) Timing of monitoring
(i) Initial tap sampling
The first six-month monitoring period for small, medium-size and large systems shall begin on the following dates in Table 210-4:
TABLE 210-4 INITIAL LEAD AND COPPER MONITORING PERIODS | |
System Size (# People Served) | First six month Monitoring Period Begins On |
Greater than 50,000 | January 1, 1992 |
3,301 to 50,000 | July 1, 1992 |
3,300 or less | July 1, 1993 |
(A) All large systems shall monitor during two consecutive six-month periods.
(B) All small and medium-size systems shall monitor during each six-month monitoring period until:
(I) the system exceeds the lead or copper action level and is therefore required to implement the corrosion control treatment requirements under R309-210-6(2), in which case the system shall continue monitoring in accordance with R309-210-6(3)(d)(ii), or
(II) the system meets the lead and copper action levels during two consecutive six-month monitoring periods, in which case the system may reduce monitoring in accordance with R309-210-6(3)(d)(iv).
(ii) Monitoring after installation of corrosion control and source water treatment
(A) Any large system which installs optimal corrosion control treatment pursuant to R309-210-6(2)(d)(iv) shall monitor during two consecutive six-month monitoring periods by the date specified in R309-210-6(2)(d)(v).
(B) Any small or medium-size system which installs optimal corrosion control treatment pursuant to R309-210-6(2)(e)(v) shall monitor during two consecutive six-month monitoring periods by the date specified in R309-210-6(2)(e)(vi).
(C) Any system which installs source water treatment pursuant to R309-210-6(4)(b)(i)(C) shall monitor during two consecutive six-month monitoring periods by the date specified in R309-210-6(4)(b)(i)(D).
(iii) Monitoring after Executive Secretary specifies water quality parameter values for optimal corrosion control
After the Executive Secretary specifies the values for water quality control parameters under R309-210-6(4)(a)(vi), the system shall monitor during each subsequent six-month monitoring period, with the first monitoring period to begin on the date the Executive Secretary specifies the optimal values under R309-210-6(4)(a)(vi).
(iv) Reduced monitoring
(A) A small or medium-size water system that meets the lead and copper action levels during each of two consecutive six-month monitoring periods may reduce the number of samples in accordance with R309-210-6(3)(c), Table 210-3, and reduce the frequency of sampling to once per year.
(B) Any water system that maintains the range of values for the water quality control parameters reflecting optimal corrosion control treatment specified by the Executive Secretary under R309-210-6(4)(a)(vi) during each of two consecutive six-month monitoring periods may reduce the frequency of monitoring to once per year and reduce the number of lead and copper samples in accordance with R309-210-6(3)(c), Table 210-3 if it receives written approval from the Executive Secretary. The Executive Secretary shall review monitoring, treatment, and other relevant information submitted by the water system in accordance with R309-210-6(8), and shall notify the system in writing when it determines the system is eligible to commence reduced monitoring pursuant to this paragraph. The Executive Secretary shall review, and where appropriate, revise its determination when the system submits new monitoring or treatment data, or when other data relevant to the number and frequency of tap sampling becomes available.
(C) A small or medium-size water system that meets the lead and copper action levels during three consecutive years of monitoring may reduce the frequency of monitoring for lead and copper from annually to once every three years. Any water system that maintains the range of values for the water quality control parameters reflecting optimal corrosion control treatment specified by the Executive Secretary under R309-210-6(4)(a)(vi) during three consecutive years of monitoring may reduce the frequency of monitoring from annually to once every three years if it receives written approval from the Executive Secretary. The Executive Secretary shall review monitoring, treatment, and other relevant information submitted by the water system in accordance with R309-210-6(8), and shall notify the system in writing when it determines the system is eligible to commence reduced monitoring to once every three years. The Executive Secretary shall review, and where appropriate, revise its determination when the system submits new monitoring or treatment data, or when other data relevant to the number and frequency of tap sampling becomes available.
(D) A water system that reduces the number and frequency of sampling shall collect these samples from representative sites included in the pool of targeted sampling sites identified in R309-210-6(3)(a). Systems sampling annually or less frequently shall conduct the lead and copper tap sampling during the months of June, July, August or September unless the Executive Secretary has approved a different sampling period in accordance with paragraph (d)(iv)(D)(I) of this section.
(I) The Executive Secretary, at its discretion, may approve a different period for conducting the lead and copper sampling for systems collecting a reduced number of samples. Such a period shall be no longer than four consecutive months and must represent a time of normal operation where the highest levels of lead are most likely to occur. For a non-transient non-community water system that does not operate during the months of June through September, and for which the period of normal operation where the highest levels of lead are most likely to occur is not known, the Executive Secretary shall designate a period that represents a time of normal operation for the system.
(II) Systems monitoring annually, that have been collecting samples during the months of June through September and that receive Executive Secretary approval to alter their sample collection period under paragraph (d)(iv)(D)(I) of this section, must collect their next round of samples during a time period that ends no later than 21 months after the previous round of sampling. Systems monitoring triennially that have been collecting samples during the months of June through September, and receive Executive Secretary approval to alter the sampling collection period as per (d)(iv)(D)(I) of this section, must collect their next round of samples during a time period that ends no later than 45 months after the previous round of sampling. Subsequent rounds of sampling must be collected annually or triennially, as required by this section. Small systems with waivers, granted pursuant to paragraph (g) of this section, that have been collecting samples during the months of June through September and receive Executive Secretary approval to alter their sample collection period under paragraph (d)(iv)(D)(I) of this section must collect their next round of samples before the end of the 9 year period.
(E) Any water system that demonstrates for two consecutive 6 month monitoring periods that the tap water lead level computed under R309-200-5(2)(c) is less than or equal to 0.005 mg/L and the tap water copper level computed under R309-200-5(2)(c) is less than or equal to 0.65 mg/L may reduce the number of samples in accordance paragraph (c) of this section and reduce the frequency of sampling to once every three calendar years.
(F)(I) A small or medium-size water system subject to reduced monitoring that exceeds the lead or copper action level shall resume sampling in accordance R309-210-6(3)(d)(iii) and collect the number of samples specified for standard monitoring under R309-210-6(3)(c), Table 210-3. Such system shall also conduct water quality parameter monitoring in accordance with R309-210-6(5)(b), (c) or (d) (as appropriate) during the monitoring period in which it exceeded the action level. Any such system may resume annual monitoring for lead and copper at the tap at the reduced number of sites specified in paragraph (c) of this section after it has completed two subsequent consecutive six month rounds of monitoring that meet the criteria of paragraph (d)(iv)(A) of this section or may resume triennial monitoring for lead and copper at the reduced number of sites after it demonstrates through subsequent rounds of monitoring that it meets the criteria of either paragraph (d)(vi)(C) or (d)(iv)(D) of this section.
(II) Any water system subject to the reduced monitoring frequency that fails to operate at or above the minimum value or within the range of values for the water quality parameters specified by the Executive Secretary under R309-210-6(4)(a)(vi) for more than 9 days in any six month period specified in R309-210-6(5)(d) shall conduct tap water sampling for lead and copper at the frequency specified in paragraph (d)(iii) of this section, collect the number of samples specified for standard monitoring under paragraph (c) of this section, and shall resume monitoring for water quality parameters within the distribution system in accordance with sec R309-210-6(5)(d). Such a system may resume reduced monitoring for lead and copper at the tap and for water quality parameters within the distribution system under the following conditions:
(aa) The system may resume annual monitoring for lead and copper at the tap at the reduced number of sites specified in paragraph (c) of this section after it has completed two subsequent six month rounds of monitoring that meet the criteria of paragraph (d)(iv)(B) of this section and the system has received written approval from the Executive Secretary that it is appropriate to resume reduced monitoring on an annual frequency.
(bb) The system may resume triennial monitoring for lead and copper at the tap at the reduced number of sites after it demonstrates through subsequent rounds of monitoring that it meets the criteria of either paragraph (d)(iv)(C) or (d)(iv)(E) of this section and the system has received written approval from the Executive Secretary that it is appropriate to resume triennial monitoring.
(cc) The system may reduce the number of water quality parameter tap water samples required in accordance with R309-210-6(5)(e)(i) and the frequency with which it collects such samples in accordance with R309-210-6(5)(e)(ii). Such a system may not resume triennial monitoring for water quality parameters at the tap until it demonstrates, in accordance with the requirements of R309-210-6(5)(e)(ii), that it has requalified for triennial monitoring.
(G) Any water system subject to a reduced monitoring frequency under paragraph (d)(iv) of this section that either adds a new source of water or changes any water treatment shall inform the Executive Secretary in writing in accordance with R309-210-6(8)(a)(iii). The Executive Secretary may require the system to resume sampling in accordance with paragraph (d)(iii) of this section and collect the number of samples specified for standard monitoring under paragraph (c) of this section or take other appropriate steps such as increased water quality parameter monitoring or re-evaluation of its corrosion control treatment given the potentially different water quality considerations.
(e) Additional monitoring by systems
The results of any monitoring conducted in addition to the minimum requirements of this section shall be considered by the system and the Executive Secretary in making any determinations (i.e., calculating the 90th percentile lead or copper level).
(f) Invalidation of lead or copper tap water samples. A sample invalidated under this paragraph does not count toward determining lead or copper 90th percentile levels under Sec. 141.80 (c) (3) or toward meeting the minimum monitoring requirements of paragraph (c) of this section.
(i) The Executive Secretary may invalidate a lead or copper tap water sample at least if one of the following conditions is met.
(A) The laboratory establishes that improper sample analysis caused erroneous results.
(B) The Executive Secretary determines that the sample was taken from a site that did not meet the site selection criteria of this section.
(C) The sample container was damaged in transit.
(D) There is substantial reason to believe that the sample was subject to tampering.
(ii) The system must report the results of all samples to the Executive Secretary and all supporting documentation for samples the system believes should be invalidated.
(iii) To invalidate a sample under paragraph (f)(i) of this section, the decision and the rationale for the decision must be documented in writing. The Executive Secretary may not invalidate a sample solely on the grounds that a follow-up sample result is higher or lower than that of the original sample.
(iv) The water system must collect replacement samples for any samples invalidated under this section if, after the invalidation of one or more samples, the system has too few samples to meet the minimum requirements of paragraph (c) of this section. Any such replacement samples must be taken as soon as possible, but no later than 20 days after the date the Executive Secretary invalidates the sample or by the end of the applicable monitoring period, whichever occurs later. Replacement samples taken after the end of the applicable monitoring period shall not also be used to meet the monitoring requirements of a subsequent monitoring period. The replacement samples shall be taken at the same locations as the invalidated samples or, if that is not possible, at locations other than those already used for sampling during the monitoring period.
(g) Monitoring waivers for small systems. Any small system that meets the criteria of this paragraph may apply to the Executive Secretary to reduce the frequency of monitoring for lead and copper under this section to once every nine years (i.e., a full waiver) if it meets all of the materials criteria specified in paragraph (g)(i) of this section and all of the monitoring criteria specified in paragraph (g) (ii) of this section. Any small system that meets the criteria in paragraphs (g) (i) and (ii) of this section only for lead, or only for copper, may apply to the Executive Secretary for a waiver to reduce the frequency of tap water monitoring to once ever nine years for that contaminant only (i.e., a partial waiver).
(i) Materials criteria. The system must demonstrate that its distribution system and service lines and all drinking water supply plumbing, including plumbing conveying drinking water within all residences and buildings connected to the system, are free of lead-containing materials and/or copper-containing materials, as those terms are defined in this paragraph, as follows:
(A) Lead. To qualify for a full waiver, or a waiver of the tap water monitoring requirements for lead (i.e., a lead waiver), the water system must provide certification and supporting documentation to the Executive Secretary that the system is free of all lead-containing materials, as follows:
(I) It contains no plastic pipes which contain lead plasticizers, or plastic service lines which contain lead plasticizers; and
(II) It is free of lead service lines, lead pipes, lead soldered pipe joints, and leaded brass or bronze alloy fittings and fixtures, unless such fittings and fixtures meet the specifications of any standard established pursuant to 42 U.S.C. 300g-6(e) (SDWA section 1417 (e)).
(B) Copper. To qualify for a full waiver, or waiver of the tap water monitoring requirements for copper (i.e., a copper waiver), the water system must provide certification and supporting documentation to the Executive Secretary that the system contains no copper pipes or copper service lines.
(ii) Monitoring criteria for waiver issuance. The system must have completed at least one 6-month round of standard tap water monitoring for lead and copper at sites approved by the Executive Secretary and from the number of sites required by paragraph (c) of this section and demonstrate that the 90th percentile levels for any and all rounds of monitoring conducted since the system became free of all lead-containing and/or copper-containing materials, as appropriate, meet the following criteria.
(A) Lead levels. To qualify for a full waiver, or a lead waiver, the system must demonstrate that the 90th percentile lead level does not exceed 0.005 mg/L.
(B) Copper levels. To qualify for a full waiver, or a copper waiver, the system must demonstrate that the 90th percentile lead level does not exceed 0.65 mg/L.
(iii) Executive Secretary approval of waiver application. The Executive Secretary shall notify the system of its waiver determination, in writing, setting forth the basis of its decision and any condition of the waiver. As a condition of the waiver, the Executive Secretary may require the system to perform specific activities (e.g., limited monitoring, periodic outreach to customers to remind them to avoid installation of materials that might void the waiver) to avoid the risk of lead or copper concentration of concern in tap water. The small system must continue monitoring for lead and copper at the tap as required by paragraphs (d) (i) through (d) (iv) of this section, as appropriate, until it receives written notification from the Executive Secretary the waiver has been approved.
(iv) Monitoring frequency for systems with waivers.
(A) A system with a full waiver must conduct tap water monitoring for lead and copper in accordance with paragraph (d)(iv)(D) of this section at the reduced number of sampling sites identified in paragraph (c) of this section at least once every nine years and provide the materials certification specified in paragraph (g)(i) of this section for both lead and copper to the Executive Secretary along with the monitoring results.
(B) A system with a partial waiver must conduct tap water monitoring for the waived contaminant in accordance with paragraph (d)(iv)(D) of this section at the reduced number of sampling sites specified in paragraph (c) of this section at least once every nine years and provide the materials certification specified in paragraph (g)(i) of this section pertaining to the waived contaminant along with the monitoring results. Such a system also must continue to monitor for the non-waived contaminant in accordance with requirements of paragraph (d)(i) through (d)(iv) of this section, as appropriate.
(C) If a system with a full or partial waiver adds a new source of water or changes any water treatment, the system must notify the Executive Secretary in writing in accordance with R309-210-6(8)(a)(iii). The Executive Secretary has the authority to require the system to add or modify waiver conditions (e.g., require recertification that the system is free of lead-containing and/or copper-containing materials, require additional round(s) of monitoring), if it deems such modifications are necessary to address treatment or source water changes at the system.
(D) If a system with a full or partial waiver because aware that it is no longer free of lead-containing or copper-containing materials, as appropriate, (e.g., as a result of new construction or repairs), the system shall notify the Executive Secretary in writing no later than 60 days after becoming aware of such a change.
(v) Continued eligibility. If the system continues to satisfy the requirements of paragraph (g) (iv) of this section, the waiver will be renewed automatically, unless any of the conditions listed in paragraph (g)(v)(A) through (g)(v)(C) of this section occurs. A system whose waiver has been revoked may re-apply for a waiver at such time as it again meets the appropriate materials and monitoring criteria of paragraphs (g)(i) and (g)(ii) of this section.
(A) A system with a full waiver or lead waiver no longer satisfies the materials criteria of paragraph (g)(i)(A) of this section or has a 90th percentile lead level greater than 0.005 mg/L.
(B) A system with a full waiver or a copper waiver no longer satisfies the materials criteria of paragraph (g)(i)(B) of this section or has a 90th percentile copper level greater than 0.65 mg/L.
(C) The Executive Secretary notifies the system, in writing, that the waiver has been revoked, setting forth the basis of its decision.
(vi) Requirements following waiver revocation. A system whose full or partial waiver has been revoked by the Executive Secretary is subject to the corrosion control treatment and lead and copper tap water monitoring requirements, as follows:
(A) If the system exceeds the lead and/or copper action level, the system must implement corrosion control treatment in accordance with the deadlines specified in R309-210-6(2)(e), and any other applicable requirements of this subpart.
(B) If the system meets both the lead and the copper action level, the system must monitor for lead and copper at the tap no less frequently than once every three years using the reduced number of sample sites specified in paragraph (c) of this section.
(vii) Pre-existing waivers. Small system waivers approved by the Executive Secretary in writing prior to April 11, 2000 shall remain in effect under the following conditions:
(A) If the system has demonstrated that it is both free of lead-containing and copper- containing materials, as required by paragraph (g)(i) of this section and that its 90th percentile lead levels and 90th percentile copper levels meet the criteria of paragraph (g)(ii) of this section, the waiver remains in effect so long as the system continues to meet the waiver eligibility criteria of paragraph (g)(v) of this section. The first round of tap water monitoring conducted pursuant to paragraph (g)(iv) of this section shall be completed no later than nine years after the last time the system has monitored for lead and copper at the tap.
(B) If the system has met the materials criteria of paragraph (g)(i) of this section but has not met the monitoring criteria of paragraph (g)(ii) of this section, the system shall conduct a round of monitoring for lead and copper at the tap demonstrating that it meets the criteria of paragraph (g)(ii) of this section no later than September 30, 2000. Thereafter, the waiver shall remain in effect as long as the system meets the continued eligibility criteria of paragraph (g)(v) of this section. The first round of tap water monitoring conducted pursuant to paragraph (g)(iv) of this section shall be completed no later than nine years after the round of monitoring conducted pursuant to paragraph (g)(ii) of this section.
(4) Corrosion Control for Control of Lead and Copper
(a) Description of corrosion control treatment requirements.
Each system shall complete the corrosion control treatment requirements described below which are applicable to such system under R309-210-6(2).
(i) System recommendation regarding corrosion control treatment
Based upon the results of lead and copper tap monitoring and water quality parameter monitoring, small and medium-size water systems exceeding the lead or copper action level shall recommend installation of one or more of the corrosion control treatments listed in R309-210-6(4)(a)(iii)(A) which the system believes constitutes optimal corrosion control for that system. The Executive Secretary may require the system to conduct additional water quality parameter monitoring in accordance with R309-210-6(5)(b) to assist the Executive Secretary in reviewing the system's recommendation.
(ii) Studies of corrosion control treatment required for small and medium-size systems.
The Executive Secretary may require any small or medium-size system that exceeds the lead or copper action level to perform corrosion control studies under R309-210-6(4)(a)(iii) to identify optimal corrosion control treatment for the system.
(iii) Performance of corrosion control studies
(A) Any public water system performing corrosion control studies shall evaluate the effectiveness of each of the following treatments, and, if appropriate, combinations of the following treatments to identify the optimal corrosion control treatment for that system:
(I) alkalinity and pH adjustment;
(II) calcium hardness adjustment; and
(III) the addition of a phosphate or silicate based corrosion inhibitor at a concentration sufficient to maintain an effective residual concentration in all test tap samples.
(B) The water system shall evaluate each of the corrosion control treatments using either pipe rig/loop tests, metal coupon tests, partial-system tests, or analyses based on documented analogous treatments with other systems of similar size, water chemistry and distribution system configuration.
(C) The water system shall measure the following water quality parameters in any tests conducted under this paragraph before and after evaluating the corrosion control treatments listed above:
(I) lead;
(II) copper;
(III) pH;
(IV) alkalinity;
(V) calcium;
(VI) conductivity;
(VII) orthophosphate (when an inhibitor containing a phosphate compound is used);
(VIII) silicate (when an inhibitor containing a silicate compound is used);
(IX) water temperature.
(D) The water system shall identify all chemical or physical constraints that limit or prohibit the use of a particular corrosion control treatment and document such constraints with at least one of the following:
(I) data and documentation showing that a particular corrosion control treatment has adversely affected other water treatment processes when used by another water system with comparable water quality characteristics; and/or
(II) data and documentation demonstrating that the water system has previously attempted to evaluate a particular corrosion control treatment and has found that the treatment is ineffective or adversely affects other water quality treatment processes.
(E) The water system shall evaluate the effect of the chemicals used for corrosion control treatment on other water quality treatment processes.
(F) On the basis of an analysis of the data generated during each evaluation, the water system shall recommend to the Executive Secretary in writing the treatment option that the corrosion control studies indicate constitutes optimal corrosion control treatment for that system. The water system shall provide a rationale for its recommendation along with all supporting documentation specified in R309-210-6(4)(a)(iii)(A) through R309-210-6(4)(a)(iii)(E).
(iv) Designation of optimal corrosion control treatment
(A) Based upon consideration of available information including, where applicable, studies performed under R309-210-6(4)(a)(iii) and a system's recommended treatment alternative, the Executive Secretary shall either approve the corrosion control treatment option recommended by the system, or designate alternative corrosion control treatment(s) from among those listed in R309-210-6(4)(a)(iii)(A). When designating optimal treatment the Executive Secretary shall consider the effects that additional corrosion control treatment will have on water quality parameters and on other water quality treatment processes.
(B) The Executive Secretary shall notify the system of its decision on optimal corrosion control treatment in writing and explain the basis for this determination. If the Executive Secretary requests additional information to aid its review, the water system shall provide the information.
(v) Installation of optimal corrosion control
Each system shall properly install and operate throughout its distribution system the optimal corrosion control treatment designated by the Executive Secretary under R309-210-6(4)(a)(iv).
(vi) Review of treatment and specification of optimal water quality control parameters
The Executive Secretary shall evaluate the results of all lead and copper tap samples and water quality parameter samples submitted by the water system and determine whether the system has properly installed and operated the optimal corrosion control treatment designated by the Executive Secretary in R309-210-6(4)(a)(iv). Upon reviewing the results of tap water and water quality parameter monitoring by the system, both before and after the system installs optimal corrosion control treatment, the Executive Secretary shall designate:
(A) A minimum value or a range of values for pH measured at each entry point to the distribution system;
(B) A minimum pH value, measured in all tap samples. Such value shall be equal to or greater than 7.0, unless the Executive Secretary determines that meeting a pH level of 7.0 is not technologically feasible or is not necessary for the system to optimize corrosion control;
(C) If a corrosion inhibitor is used, a minimum concentration or a range of concentrations for the inhibitor, measured at each entry point to the distribution system and in all tap samples, that the Executive Secretary determines is necessary to form a passivating film on the interior walls of the pipes of the distribution system;
(D) If alkalinity is adjusted as part of optimal corrosion control treatment, a minimum concentration or a range of concentrations for alkalinity, measured at each entry point to the distribution system and in all tap samples;
(E) If calcium carbonate stabilization is used as part of corrosion control, a minimum concentration or a range of concentrations for calcium, measured in all tap samples.
The values for the applicable water quality control parameters listed above shall be those that the Executive Secretary determines to reflect optimal corrosion control treatment for the system. The Executive Secretary may designate values for additional water quality control parameters determined by the Executive Secretary to reflect optimal corrosion control for the system. The Executive Secretary shall notify the system in writing of these determinations and explain the basis for the decisions.
(vii) Continued operation and monitoring. All systems optimizing corrosion control shall continue to operate and maintain optimal corrosion control treatment, including maintaining water quality parameters at or above minimum values or within ranges designated by the Executive Secretary under paragraph (vi) of this section, in accordance with this paragraph for all samples collected under R309-210-6(5)(d) through (f). Compliance with the requirements of this paragraph shall be determined every six months, as specified under R309-210-6(5)(d). A water system is out of compliance with the requirements of this paragraph for a six-month period of it has excursions for any Executive Secretary specified parameter on more than nine days during the period. An excursion occurs whenever the daily value for one or more of the water quality parameters measured at a sampling location is below the minimum value or outside the range designated by the Executive Secretary. Daily values are calculated as follows. The Executive Secretary has discretion to delete results of obvious sampling errors from this calculation.
(A) On days when more than one measurement for the water quality parameter is collected at the sampling location, the daily value shall be the average of all results collected during the day regardless of whether they are collected through continuous monitoring, grab sampling, or combination of both.
(B) On days when only one measurement for the water quality parameter is collected at the sampling location, the daily value shall be the result of that measurement.
(C) On days when no measurement is collected for the water quality parameter at the sampling location, the daily value shall be the daily value calculated on the most recent day on which the water quality parameter was measured at the sample site.
(viii) Modification of treatment decisions
Upon its own initiative or in response to a request by a water system or other interested party, the Executive Secretary may modify its determination of the optimal corrosion control treatment under R309-210-6(4)(a)(iv) or optimal water quality control parameters under R309-210-6(4)(a)(vi). A request for modification by a system or other interested party shall: be in writing, explain why the modification is appropriate, and provide supporting documentation. The Executive Secretary may modify its determination where it concludes that such change is necessary to ensure that the system continues to optimize corrosion control treatment. A revised determination shall: be made in writing, set forth the new treatment requirements, explain the basis for the Executive Secretary's decision, and provide an implementation schedule for completing the treatment modifications.
(b) Source water treatment requirements.
Systems shall complete the applicable source water monitoring and treatment requirements (described in the referenced portions of R309-210-6(4)(b)(ii), and in R309-210-6(3), and R309-210-6(6)) by the following deadlines.
(i) Deadlines for Completing Source Water Treatment Steps
(A) Step 1: A system exceeding the lead or copper action level shall complete lead and copper source water monitoring (R309-210-6(6)(b)) and make a treatment recommendation to the Executive Secretary (R309-210-6(4)(b)(ii)(A)) within 6 months after exceeding the lead or copper action level.
(B) Step 2: The Executive Secretary shall make a determination regarding source water treatment (R309-210-6(4)(b)(ii)(B)) within 6 months after submission of monitoring results under step 1.
(C) Step 3: If the Executive Secretary requires installation of source water treatment, the system shall install the treatment (R309-210-6(4)(b)(ii)(C)) within 24 months after completion of step 2.
(D) Step 4: The system shall complete follow-up tap water monitoring (R309-210-6(3)(d)(ii)) and source water monitoring (R309-210-6(6)(c)) within 36 months after completion of step 2.
(E) Step 5: The Executive Secretary shall review the system's installation and operation of source water treatment and specify maximum permissible source water levels (R309-210-6(4)(b)(ii)(D)) within 6 months after completion of step 4.
(F) Step 6: The system shall operate in compliance with the Executive Secretary specified maximum permissible lead and copper source water levels (R309-210-6(4)(b)(ii)(D)) and continue source water monitoring (R309-210-6(6)(d)).
(ii) Description of Source Water Treatment Requirements
(A) System treatment recommendation
Any system which exceeds the lead or copper action level shall recommend in writing to the Executive Secretary the installation and operation of one of the source water treatments listed in R309-210-6(4)(b)(ii)(B). A system may recommend that no treatment be installed based upon a demonstration that source water treatment is not necessary to minimize lead and copper levels at users' taps.
(B) Determination regarding source water treatment
The Executive Secretary shall complete an evaluation of the results of all source water samples submitted by the water system to determine whether source water treatment is necessary to minimize lead or copper levels in water delivered to users' taps. If the Executive Secretary determines that treatment is needed, the Executive Secretary shall either require installation and operation of the source water treatment recommended by the system (if any) or require the installation and operation of another source water treatment from among the following: ion exchange, reverse osmosis, lime softening or coagulation/filtration. If the Executive Secretary requests additional information to aid in its review, the water system shall provide the information by the date specified by the Executive Secretary in its request. The Executive Secretary shall notify the system in writing of its determination and set forth the basis for its decision.
(C) Installation of source water treatment
Each system shall properly install and operate the source water treatment designated by the Executive Secretary under R309-210-6(4)(b)(ii)(B).
(D) Review of source water treatment and specification of maximum permissible source water levels
The Executive Secretary shall review the source water samples taken by the water system both before and after the system installs source water treatment, and determine whether the system has properly installed and operated the source water treatment designated by the Executive Secretary. Based upon its review, the Executive Secretary shall designate the maximum permissible lead and copper concentrations for finished water entering the distribution system. Such levels shall reflect the contaminant removal capability of the treatment properly operated and maintained. The Executive Secretary shall notify the system in writing and explain the basis for its decision.
(E) Continued operation and maintenance
Each water system shall maintain lead and copper levels below the maximum permissible concentrations designated by the Executive Secretary at each sampling point monitored in accordance with R309-210-6(6). The system is out of compliance with this paragraph if the level of lead or copper at any sampling point is greater than the maximum permissible concentration designated by the Executive Secretary.
(F) Modification of treatment decisions
Upon its own initiative or in response to a request by a water system or other interested party, the Executive Secretary may modify its determination of the source water treatment under R309-210-6(4)(b)(ii)(B), or maximum permissible lead and copper concentrations for finished water entering the distribution system under R309-210-6(4)(b)(ii)(D). A request for modification by a system or other interested party shall: be in writing, explain why the modification is appropriate, and provide supporting documentation. The Executive Secretary may modify the determination where it concludes that such change is necessary to ensure that the system continues to minimize lead and copper concentrations in source water. A revised determination shall: be made in writing, set forth the new treatment requirements, explain the basis for the Executive Secretary's decision, and provide an implementation schedule for completing the treatment modifications.
(c) Lead service line replacement requirements.
(i) Systems that fail to meet the lead action level in tap samples taken pursuant to R309-210-6(3)(d)(ii), after installing corrosion control and/or source water treatment (whichever sampling occurs later), shall replace lead service lines in accordance with the requirements of this section. If a system is in violation of R309-210-6(2) or R309-210-6(4)(b) for failure to install source water or corrosion control treatment, the Executive Secretary may require the system to commence lead service line replacement under this section after the date by which the system was required to conduct monitoring under R309-104-4.2.3.d.2. has passed.
(ii) A system shall replace annually at least 7 percent of the initial number of lead service lines in its distribution system. The initial number of lead service lines is the number of lead lines in place at the time the replacement program begins. The system shall identify the initial number of lead service lines in its distribution system, including an identification of the portion(s) owned by the system, based upon a materials evaluation, including the evaluation required under R309-210-6(3)(a) and relevant legal authorities (e.g., contracts, local ordinances) regarding the portion owned by the system. The first year of lead service line replacement shall begin on the date the action level was exceeded in tap sampling referenced in R309-210-6(4)(c)(i).
(iii) A system is not required to replace an individual lead service line if the lead concentration in all service line samples from that line, taken pursuant to R309-210-6(3)(b)(iii), is less than or equal to 0.015 mg/L.
(iv) A water system shall replace that portion of the lead service line that it owns. In cases where the system does not own the entire lead service line, the system shall notify the owner of the line, or the owner's authorized agent, that the system will replace the portion of the service line that it owns and shall offer to replace the owner's portion of the line. A system is not required to bear the cost of replacing the privately-owned portion of the line, nor is it required to replace the privately-owned portion where the owner chooses not to pay the cost of replacing the privately owned portion of the line, or where replacing the privately-owned portion would be precluded by State, local or common law. A water system that does not replace the entire length of the service line also shall complete the following tasks.
(A) At least 45 days prior to commencing with the partial replacement of a lead service line, the water system shall provide notice to the resident(s) of all buildings served by the line explaining that they may experience a temporary increase of lead levels in their drinking water, along with guidance on measures consumers can take to minimize their exposure to lead. The Executive Secretary may allow the water system to provide notice under the previous sentence less than 45 days prior to commencing partial lead service line replacement where such replacement is in conjunction with emergency repairs. In addition, the water system shall inform the resident(s) served by the line that the system will, at the system's expense, collect a sample from each partially-replaced lead service line that is representative of the water in the service line for analysis of lead content, as prescribed under R309-210-6(3)(b)(iii), within 72 hours after the completion of the partial replacement of the service line. The system shall collect the sample and report the results of the analysis to the owner and the resident(s) served by the line within three business days of receiving the results. Mailed notices post-marked within three business days of receiving the results shall be considered on time.
(B) The water system shall provide the information required by paragraph (c)(iv)(A) of this section to the residents of individual dwellings by mail or by other methods approved by the Executive Secretary. In instances where multi-family dwellings are served by the line, the water system shall have the option to post the information at a conspicuous location.
(v) The Executive Secretary shall require a system to replace lead service lines on a shorter schedule than that required by this section, taking into account the number of lead service lines in the system, where such a shorter replacement schedule is feasible. The Executive Secretary shall make this determination in writing and notify the system of its finding within 6 months after the system is triggered into lead service line replacement based on monitoring referenced in R309-210-6(4)(c)(i).
(vi) Any system may cease replacing lead service lines whenever first draw samples collected pursuant to R309-210-6(3)(b)(ii) meet the lead action level during each of two consecutive monitoring periods and the system submits the results to the Executive Secretary. If first draw tap samples collected in any such water system thereafter exceeds the lead action level, the system shall recommence replacing lead service lines, pursuant to R309-210-6(4)(c)(ii).
(vii) To demonstrate compliance with R309-210-6(4)(c)(i) through R309-210-6(4)(c)(iv), a system shall report to the Executive Secretary the information specified in R309-210-6(8)(e).
(5) Monitoring requirements for water quality parameters.
All large water systems and all small and medium-size systems that exceed the lead or copper action level shall monitor water quality parameters in addition to lead and copper in accordance with this section.
(a) General Requirements
(i) Sample collection methods
(A) Tap samples shall be representative of water quality throughout the distribution system taking into account the number of persons served, the different sources of water, the different treatment methods employed by the system, and seasonal variability. Tap sampling under this section is not required to be conducted at taps targeted for lead and copper sampling under R309-210-6(3)(a).
(B) Samples collected at the entry point(s) to the distribution system shall be from locations representative of each source after treatment. If a system draws water from more than one source and the sources are combined before distribution, the system must sample at an entry point to the distribution system during periods of normal operating conditions (i.e., when water is representative of all sources being used).
(ii) Number of samples
(A) Systems shall collect two tap samples for applicable water quality parameters during each monitoring period specified under R309-210-6(5)(b) through R309-210-6(5)(e) from the following number of sites in Table 210-5.
TABLE 210-5 NUMBER OF WATER QUALITY PARAMETER SAMPLE SITES | |
System Size (# of People Served) | # of Sites For Water Quality Parameters |
Greater than 100,000 | 25 |
10,001-100,000 | 10 |
3,301 to 10,000 | 3 |
501 to 3,300 | 2 |
101 to 500 | 1 |
100 or less | 1 |
(B) Except as provided in paragraph (c)(iii) of this section, Systems shall collect two samples for each applicable water quality parameter at each entry point to the distribution system during each monitoring period specified in R309-210-6(5)(b). Systems shall collect one sample for each applicable water quality parameter at each entry point to the distribution system during each monitoring period specified in R309-210-6(5)(c) through R309-210-6(5)(e).
(b) Initial Sampling
All large water systems shall measure the applicable water quality parameters as specified below at taps and at each entry point to the distribution system during each six-month monitoring period specified in R309-210-6(3)(d)(i). All small and medium-size systems shall measure the applicable water quality parameters at the locations specified below during each six-month monitoring period specified in R309-210-6(3)(d)(i) during which the system exceeds the lead or copper action level.
(i) At taps:
(A) pH;
(B) alkalinity;
(C) orthophosphate, when an inhibitor containing a phosphate compound is used;
(D) silica, when an inhibitor containing a silicate compound is used;
(E) calcium;
(F) conductivity; and
(G) water temperature.
(ii) At each entry point to the distribution system: all of the applicable parameters listed in R309-210-6(5)(b)(i).
(c) Monitoring after installation of corrosion control
Any large system which installs optimal corrosion control treatment pursuant to R309-210-6(2)(d)(iv) shall measure the water quality parameters at the locations and frequencies specified below during each six-month monitoring period specified in R309-210-6(3)(d)(ii)(A). Any small or medium-size system which installs optimal corrosion control treatment shall conduct such monitoring during each six-month monitoring period specified in R309-210-6(3)(d)(ii)(B) in which the system exceeds the lead or copper action level.
(i) At taps, two samples for:
(A) pH;
(B) alkalinity;
(C) orthophosphate, when an inhibitor containing a phosphate compound is used;
(D) silica, when an inhibitor containing a silicate compound is used;
(E) calcium, when calcium carbonate stabilization is used as part of corrosion control.
(ii) Except as provided in Paragraph (c)(iii) of this section, at each entry point to the distribution system, at least on sample no less frequently than every two weeks (bi-weekly) for:
(A) pH;
(B) when alkalinity is adjusted as part of optimal corrosion control, a reading of the dosage rate of the chemical used to adjust alkalinity, and the alkalinity concentration; and
(C) when a corrosion inhibitor is used as part of optimal corrosion control, a reading of the dosage rate of the inhibitor used, and the concentration of orthophosphate or silica (whichever is applicable).
(iii) Any ground water system can limit entry point sampling described in paragraph (c)(ii) of this section to those entry points that are representative of water quality and treatment conditions throughout the system. If water from untreated ground water sources mixes with water from treated ground water sources, the system must monitor for water quality parameters both at representative entry points receiving treatment and representative entry points receiving no treatment. Prior to the start of any monitoring under this paragraph, the system shall provide to the Executive Secretary written information identifying the selected entry points and documentation, including information on seasonal variability, sufficient to demonstrate that the sites are representative of water quality and treatment conditions throughout the system.
(d) Monitoring after Executive Secretary specifies water quality parameter values for optimal corrosion control.
After the Executive Secretary specifies the values for applicable water quality control parameters reflecting optimal corrosion control treatment under R309-210-6(4)(a)(vi), all large systems shall measure the applicable water quality parameters in accordance with paragraph (c) of this section and determine compliance with the requirements of R309-210-6(4)(a)(vii) every six months with the first six month period to begin on the date the Executive Secretary specifies the optimal values under R309-210-6(4)(a)(vi). Any small or medium size system shall conduct such monitoring during each six month period specified in this paragrph in which the system exceeds the lead or copper action level. For any such small and medium size system that is subject to a reduced monitoring frequency pursuant to R309-210-6(3)(d)(iv) at the time of the action level exceedance, the end of the applicable six month monitoring period under R309-210-6(3)(d)(iv). Compliance with Executive Secretary designated optimal water quality parameter values shall be determined as specified under R309-210-6(4)(a)(vii).
(e) Reduced monitoring
(i) Any water system that maintains the range of values for the water quality parameters reflecting optimal corrosion control treatment during each of two consecutive six-month monitoring periods under R309-210-6(5)(d) shall continue monitoring at the entry point(s) to the distribution system as specified in R309-210-6(5)(c)(ii). Such system may collect two tap samples for applicable water quality parameters from the following reduced number of sites in Table 210-6 during each six-month monitoring period.
TABLE 210-6 REDUCED NUMBER OF WATER QUALITY PARAMETER SAMPLE SITES | |
System Size (# People Served) | Reduced # 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 |
100 or less | 1 |
(ii)(A) Any water system that maintains the range of values for the water quality parameters reflecting optimal corrosion control treatment specified by the Executive Secretary under R309-210-6(4)(a)(vi) during three consecutive years of monitoring may reduce the frequency with which it collects the number of tap samples for applicable water quality parameters specified in R309-210-6(5)(e)(i), Table 210-6, from every six months to annually. Any water system that maintains the range of values for the water quality parameters reflecting optimal corrosion control treatment specified by the Executive Secretary under R309-210-6(4)(a)(vi) during three consecutive years of annual monitoring may reduce the frequency with which it collects the number of tap samples for applicable water quality parameters specified in R309-210-6(5)(e)(i), Table 210-6, from annually to every three years.
(B) A water system may reduce the frequency with which it collects tap samples for applicable water quality parameters specified in paragraph (e)(i) of this section to every three years if it demonstrates during two consecutive monitoring periods that its tap water lead level at the 90th percentile is less than or equal to the PQL for lead specified in R309-200-4(3), that its tap water copper level at the 90th percentile is less than or equal to 0.65 mg/L for copper in R309-200-5(2)(c), and that it also has maintained the range of values for the water quality parameters reflecting optimal corrosion control treatment specified by the Executive Secretary under R309-210-6(4)(a)(vi).
(iii) A water system that conducts sampling annually shall collect these samples evenly throughout the year so as to reflect seasonal variability.
(iv) Any water system subject to the reduced monitoring frequency that fails to operate at or above the minimum value or within the range of values for the water quality parameters specified by the Executive Secretary in R309-210-6(4)(a)(vi) for more than 9 days in any six month period specified in R309-210-6(4)(a)(vii) shall resume distribution system tap water sampling