South Carolina Code of Regulations
Chapter 61 - DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL
Subchapter 61-58.11 - Control of Lead and Copper
Section 61-58.11.B - General Requirements

Universal Citation: SC Code Regs 61-58.11.B

Current through Register Vol. 48, No. 9, September 27, 2024

(1) Applicability, effective date, and compliance deadlines

The requirements of this regulation, R.61-58.11, Control of Lead and Copper, constitute the state primary drinking water regulations for lead and copper.

(a) The provisions of R.61-58.11 apply to community water systems and non-transient, non-community water systems (in R.61-58.11, referred to as "water systems'' or "systems'').

(b) (Reserved).

(c) Community water systems and non-transient, non-community water systems must comply with the requirements of R.61-58.11 no later than October 16, 2024, except where otherwise specified at R.61-58.11.C, R.61-58.11.F, R.61-58.11.G, R.61-58.11.H, and R.61-58.11.L, or where an exemption in accordance with 40 CFR part 142 , subpart C or F, has been established by the Administrator or where an exemption in accordance with R. 61-58.9 has been issued by the Department.

(d)
(i) Until October 16, 2024, community water systems and non-transient, non-community water systems must comply with R.61-58.11, as effective on September 26, 2014.

(ii) If an exemption from R.61-58.11 has been issued in accordance with 40 CFR part 142 , subpart C or F, prior to December 16, 2021, then the water systems must comply with R. 61-58.11 as effective on September 26, 2014, until the expiration of that exemption.

(2) Scope

The regulations in R.61-58.11 establish a treatment technique that includes requirements for corrosion control treatment, source water treatment, lead service line inventory, lead service line replacement, public notice, monitoring for lead in schools and child care facilities, and public education. Several of the requirements in R.61-58.11 are prompted by the lead and copper action levels or the lead trigger level, specified in paragraph (3) of this section, as measured in samples collected at consumers' taps. The requirements for sampling for lead in schools and child care facilities and public education requirements in R.61-58.11 apply to all community water systems regardless of the results of the compliance tap sampling.

(3) Lead Trigger Level, Lead Action Level, and Copper Action Level

Trigger levels and action levels must be determined based on tap water samples collected in accordance with the tap sampling monitoring requirements of R.61-58.11.H for the purpose of calculating the 90th percentile and tested using the analytical methods specified in R.61-58.11.K. The trigger level and action levels described in this paragraph (3) are applicable to all sections of R.61-58.11. Trigger level and action levels for lead and copper are as follows:

(a) The lead trigger level is exceeded if the 90th percentile concentration of lead as specified in paragraph (3)(d) of this section is greater than ten micrograms per liter (10 µg/L).

(b) The lead action level is exceeded if the 90th percentile concentration of lead as specified in paragraph (3)(d) of this section is greater than fifteen micrograms per liter (15 ug/L).

(c) The copper action level is exceeded if the 90th percentile concentration of copper as specified in paragraph (3)(d) of this section is greater than 1.3 mg/L.

(d) For purposes of R.61-58.11 the 90th percentile concentration shall be computed as follows:
(i) For systems that do not have lead service line sites and only have sites identified as Tier 3, Tier 4, or Tier 5 under R.61-58.11.H(1).
(A) The results of all lead or copper samples taken during a tap sampling period shall be placed in ascending order from the sample with the lowest concentration to the sample with the highest concentration. Each sampling result shall be assigned a number, ascending by single integers beginning with the number 1 for the sample with the lowest contaminant level. The number assigned to the sample with the highest contaminant level shall be equal to the total number of samples taken.

(B) The number of samples taken during the tap sampling period shall be multiplied by 0.9.

(C) The contaminant concentration in the numbered sample yielded by the calculation in paragraph (3)(d)(i)(B) of this section is the 90th percentile concentration.

(D) For water systems serving fewer than one hundred (100) people that collect five (5) samples per tap sampling period, the 90th percentile concentration is the average of the highest and second highest concentrations.

(E) For a water system that has been allowed by the Department to collect fewer than five (5) samples in accordance with R.61-58.11.H(3) or has failed to collect five (5) samples, the sample result with the highest concentration is considered the 90th percentile value.

(ii) For public water systems with lead service lines with sites identified as Tier 1 or Tier 2 under R.61-58.11.H(1) with enough Tier 1 or Tier 2 sites to meet the minimum number of sites listed in R.61-58.11.H(3):
(A) The results of all lead or copper samples taken at Tier 1 or Tier 2 sites during a tap sampling period shall be placed in ascending order from the sample with the lowest concentration to the sample with the highest concentration. Sample results from Tier 3, Tier 4, or Tier 5 sites shall not be included in this calculation. Each sampling result shall be assigned a number, ascending by single integers beginning with the number one (1) for the sample with the lowest contaminant level. The number assigned to the sample with the highest contaminant level shall be equal to the total number of samples taken.

(B) The number of samples taken at Tier 1 or Tier 2 sites during the tap sampling period shall be multiplied by 0.9.

(C) The contaminant concentration in the numbered sample yielded by the calculation in paragraph (3)(d)(ii)(B) of this section is the 90th percentile concentration.

(D) For water systems serving fewer than one hundred (100) people that collect five (5) samples per tap sampling period, the 90th percentile concentration is the average of the highest and second highest concentration.

(E) For a public water system that has been allowed by the Department to collect fewer than five (5) samples in accordance with R.61-58.11.H(3), or has failed to collect five (5) samples, the sample result with the highest concentration is considered the 90th percentile value.

(iii) For systems with lead service lines with sites identified as Tier 1 or Tier 2 under R.61-58.11.H(1) with insufficient number of Tier 1 or Tier 2 sites to meet the minimum number of sites listed in R.61-58.11.H(3):
(A) The results of all lead or copper samples taken at Tier 1 or Tier 2 sites along with the highest results from Tier 3, Tier 4, or Tier 5 sites sufficient to meet the minimum number of sites shall be placed in ascending order from the sample with the lowest concentration to the sample with the highest concentration. Sample results from any remaining Tier 3, Tier 4, and Tier 5 sites shall not be included in this calculation. Each sampling result shall be assigned a number, ascending by single integers beginning with the number one (1) for the sample with the lowest contaminant level. The number assigned to the sample with the highest contaminant level shall be equal to the total minimum number of sites listed in R.61-58.11.H(3).

(B) The required minimum number of sites listed in R.61-58.11.H(3) shall be multiplied by 0.9.

(C) The contaminant concentration in the numbered sample yielded by the calculation in paragraph (3)(d)(iii)(B) is the 90th percentile concentration.

(D) For water systems serving fewer than one hundred (100) people that collect five (5) samples per tap sampling period, the 90th percentile concentration is the average of the highest and second highest concentration.

(E) For a public water system that has been allowed by the Department to collect fewer than five (5) samples in accordance with R.61-58.11.H(3), or has failed to collect five (5) samples, the sample result with the highest concentration is considered the 90th percentile value.

(4) Corrosion Control Requirements

(a) All water systems shall install and operate optimal corrosion control treatment in accordance with R.61-58.11.C and R.61-58.11.D, and that meets the definition of optimal corrosion control treatment in R.61-58.B, Definitions.

(b) Any water system that complies with the applicable corrosion control treatment requirements specified by the Department under R.61-58.11.C and R.61-58.11.D, shall be deemed in compliance with the treatment requirement contained in paragraph (4)(a) of this section.

(c) Any small or non-transient, non-community water system that complies with the applicable small system compliance flexibility requirements specified by the Department under R.61-58.11.C(1)(c) and R.61-58.11.O is deemed to be in compliance with the treatment requirement in paragraph (4)(a) of this section.

(d) Any water system shall notify the Department in writing pursuant to R.61-58.11.L(1)(c) of any upcoming long-term change in treatment or addition of a new source as described in R.61-58.11.L(1)(c). The Department must review and approve the addition of a new source or long-term change in water treatment before it is implemented by the water system. The Department may require any such water system to conduct additional monitoring or to take other action the Department deems appropriate to ensure that such water system maintains minimal levels of corrosion control in its distribution system.

(5) Source Water Requirements

(a) Any system exceeding the lead or copper action level shall implement all applicable source water treatment requirements specified by the Department under R.61-58.11.E.

(b) Any system that changes their source water or makes long-term treatment changes shall submit written documentation to the Department describing the change in accordance with R.61-58.11.C(1)(c), R.61-58.11.H(4)(b)(iv), and R.61-58.11.L(1)(c). The Department must review and approve the change before it is implemented by the water system.

(6) Lead Service Line Replacements and Inventory - Lead service line replacements must be conducted as follows:

(a) Any water system exceeding the lead action level specified at paragraph (3) of this section must complete mandatory lead service line replacement. Lead service line replacement must be conducted in accordance with R.61-58.11.F(7) and must include public education pursuant to R.61-58.11.G(1) and(2).

(b) Any water system exceeding the lead trigger level specified at paragraph (3) of this section must complete goal-based lead service line replacement pursuant to R.61-58.11.F(6) and public education pursuant to R.61-58.11.G(7) and (8).

(c) All water systems must prepare an inventory of service lines connected to its distribution system, whether or not they are owned or controlled by the water system, to identify those service lines that are made of lead or of unknown material. The inventory must be prepared in accordance with R.61-58.11.F(1).

(7) Public Education and Notification Requirements - Pursuant to R.61-58.11.G(4), all water systems must provide notification of lead tap water monitoring results to persons served at the sites (taps) that are tested. All community water systems must conduct annual outreach to local and state health agencies pursuant to R.61-58.11.G(9). In addition:

(a) Any water system exceeding the lead action level specified at paragraph (3) of this section shall implement the public education requirements in accordance with R.61-58.11.G(1) and (2).

(b) Any water system exceeding the lead trigger level specified at paragraph (3) of this section shall provide notification to all customers with a lead service line in accordance with R.61-58.11.G(7).

(c) Any water system exceeding the lead action level specified at paragraph (3) of this section shall notify the public in accordance with the public notification requirements in R.61-58.6.E.

(d) Any water system with lead service lines, galvanized requiring replacement, or lead status unknown service lines in their inventory as specified in R.61.58.11.F(1) shall inform all consumers with a lead service line, galvanized requiring replacement, or a lead status unknown service line in accordance with R.61-58.11.G(5).

(e) Any water system that fails to reach its goal lead service line replacement rate as required under R.61-58.11.F(6) shall conduct outreach activities in accordance with R.61-58.11.G(8).

(8) 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 Sections H, I, J, and K below.

(9) Reporting Requirements - Systems shall report to the Department any information required by the treatment provisions of this section.

(10) Recordkeeping Requirements - Systems shall maintain records in accordance with R.61-58.11.L below.

(11) Violation of the State Primary Drinking Water Regulations - Failure to comply with the applicable requirements of R.61-58.11.B through R.61-58.11.O, including requirements established by the Department pursuant to R.61-58.11, Control of Lead and Copper is a violation of the State Primary Drinking Water Regulations for lead and copper.

(12) Testing in Schools and Child Care Facilities - All community water systems must collect samples from all schools and child care facilities within its distribution system in accordance with R.61-58.11.N.

Disclaimer: These regulations may not be the most recent version. South Carolina may have more current or accurate information. We make no warranties or guarantees about the accuracy, completeness, or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources.
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