30 Tex. Admin. Code § 290.117

Current through Reg. 49, No. 45; November 8, 2024
Section 290.117 - Regulation of Lead and Copper
(a) Applicability. The requirements of this section apply to community and nontransient, noncommunity public water systems. These regulations establish requirements for monitoring, reporting, corrosion control studies and treatment, source water treatment, lead service line replacement, and public education. Public water systems must control the levels of lead and copper in drinking water by controlling the corrosivity of the water. New water systems will be required to meet the requirements of this section when notified by the executive director.
(b) Compliance levels and ranges. Community and nontransient, noncommunity systems must meet designated lead and copper levels and water quality parameter ranges.
(1) Lead and copper action levels. Public water systems must meet action levels for lead and copper in drinking water.
(A) Lead action level. The lead action level is 0.015 milligrams per liter (mg/L). The action level is exceeded if the "90th percentile" lead level exceeds 0.015 mg/L in any monitoring period. The 90th percentile lead level is exceeded when more than 10% of tap water samples have a concentration over the action level.
(B) Copper action level. The copper action level is 1.3 mg/L. The action level is exceeded if the concentration of copper in more than 10% of tap water samples collected during any monitoring period is greater than 1.3 mg/L.
(2) Reduced lead and copper monitoring levels. Systems with levels of lead and copper less than the reduced monitoring levels may be eligible for reduced monitoring under subsections (c) - (e) of this section.
(A) The reduced monitoring level for lead is 0.005 mg/L.
(B) The reduced monitoring level for copper is 0.65 mg/L.
(C) A system with 90th percentile levels of lead and copper less than or equal to the reduced monitoring levels in two consecutive six-month initial or routine tap sampling periods may be eligible for reduced monitoring under subsections (c) - (e) of this section.
(3) Lead and copper Practical Quantitation Levels (PQLs). The PQLs for lead and copper are defined by this paragraph.
(A) The PQL for lead is 0.005 mg/L.
(B) The PQL for copper is 0.050 mg/L.
(4) Optimal water quality parameter (OWQP) ranges. The executive director shall set approved OWQP ranges for systems based on corrosion control studies described in subsection (f)(1) of this section. All systems that exceed an action level for lead or copper based on the 90th percentile are required to have approved OWQP ranges. Systems that serve more than 50,000 people that exceed the PQL for lead based on the 90th percentile are required to have approved OWQP ranges. Systems with approved water quality parameter ranges shall operate within the approved OWQP ranges at all times.
(A) OWQP ranges shall include all elements contained in this subparagraph.
(i) OWQPs shall include a minimum value or a range of values for negative log of hydrogen ion concentration (pH) measured at each entry point to the distribution system.
(ii) OWQPs shall include a minimum pH value, measured in all tap samples. Such value shall be equal to or greater than 7.0, unless the executive director determines that meeting a pH level of 7.0 is not technologically feasible or is not necessary for the system to optimize corrosion control.
(iii) If a corrosion inhibitor is used, OWQPs shall include 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 director determines is necessary to form a passivating film on the interior walls of the pipes of the distribution system.
(iv) If alkalinity is adjusted as part of optimal corrosion control treatment, OWQPs shall include a minimum concentration or a range of concentrations for alkalinity, measured at each entry point and in all distribution samples.
(v) If calcium carbonate stabilization is used as part of corrosion control, OWQPs shall include a minimum concentration or a range of concentrations for calcium, measured in all distribution samples.
(B) Systems that must perform corrosion controls studies under subsection (f) of this section shall submit proposed system-specific OWQP ranges in writing for the executive director's approval.
(C) The executive director shall review and designate OWQPs in writing within six months after receipt of the system's recommended OWQPs.
(5) Deemed to have optimized corrosion control. A system may be considered deemed to have optimized corrosion control if it meets the requirements of this paragraph.
(A) A system that serves 50,000 or fewer people may be deemed to have optimized corrosion control if the system meets the lead and copper action levels in two consecutive initial or routine monitoring periods.
(B) A system that serves more than 50,000 people may be deemed to have optimized corrosion control if the difference between the 90th percentile lead level and the highest entry point lead level is less than the PQL and the system meets the copper action levels in two consecutive initial or routine monitoring periods.
(C) 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 PQL for lead for two consecutive six-month monitoring periods.
(D) Any water system may be deemed by the executive director to have optimized corrosion control treatment if the system demonstrates, to the satisfaction of the executive director, that it has conducted activities equivalent to the corrosion control requirements of this section, including all applicable monitoring requirements.
(E) Any system that fails to perform required monitoring or reporting, operates outside any approved OWQP ranges, or exceeds a lead or copper action level shall no longer be deemed to have optimized corrosion control.
(6) Maximum permissible levels (MPLs) for source water lead. The executive director shall designate MPLs for lead and copper at entry points to the distribution system for systems that are required to install source water treatment under subsection (g) of this section. Such MPLs shall reflect the contaminant-removal capability of the source water treatment properly operated and maintained. The executive director shall determine MPLs based on source water samples taken by the water system before and after the system installs the approved source water treatment. The executive director will set MPLs in writing, explaining the basis of that decision, within six months after the system completes follow-up tap sampling for lead and copper after source water treatment installation under subsection (g) of this section.
(c) Lead and copper tap sampling locations and frequency. Community and nontransient, noncommunity public water systems shall sample at sites approved by the executive director and at a frequency set by the executive director. Systems shall conduct initial tap sampling until the system either exceeds the lead or copper action level or becomes eligible for reduced monitoring.
(1) Lead and copper tap sampling locations. Systems shall sample at sites approved by the executive director and documented in the system's monitoring plan required under § 290.121 of this title (relating to Monitoring Plans).
(A) Number of tap sample sites. The minimum number of sample sites required for initial, routine, or reduced lead and copper tap sampling are listed in the following table, entitled "Required Number of Lead and Copper Tap Sample Sites:"

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(B) Suitable sample taps. All sites from which lead and copper tap samples are collected shall be selected from a pool of targeted sampling sites identified through a materials survey of the distribution system. Sample sites shall be selected first at tier 1, then tier 2, then tier 3 locations as defined in subparagraph (D) of this paragraph. Sampling sites may not include faucets that have point-of-use or point-of-entry treatment devices designed to remove inorganic chemicals.
(C) Material survey and sample site selection form. Sample sites shall be representative of the distribution system and specifically represent areas of the system most vulnerable to corrosion of lead and copper into the water. The system must maintain a current copy of their Material Survey Form with the monitoring plan.
(i) Material survey. Systems shall perform a materials survey to select sample appropriate tap sampling sites using the Material Survey Form and Instructions (TCEQ Form Number 20467). The material survey shall be submitted in writing for executive director review and approval. In performing the material survey, the system shall review the sources of information listed in this clause in order to identify sampling sites. In addition, the system shall seek to collect such information where possible in the course of its normal operations (for example, while checking service line materials when reading water meters or performing maintenance activities). Sources of information that must be reviewed include:
(I) 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;
(II) 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;
(III) 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; and
(IV) a water system shall use the information on lead, copper, and galvanized steel that it is required to collect when performing a corrosion control study that is required under subsection (f) of this section.
(ii) Sample site selection form. After completing sample site selection, the system will submit the Lead and Copper Sample Site Selection form (TCEQ Form Number 20467) to the executive director for approval. Systems shall identify routine and reduced monitoring sites on their Lead and Copper Sample Site Selection form.
(I) Selecting tier 1, 2, and 3 sites. Systems shall identify tier 1, tier 2, and tier 3 sites as described in subparagraph (D) of this paragraph.
(II) Sites for community systems with insufficient tier 1, 2, or 3 sites. 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.
(III) Sites for nontransient, noncommunity systems with insufficient tier 1, 2, or 3 sites. A nontransient, noncommunity water system with insufficient tier 1 sites 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 the sampling pool, the nontransient, noncommunity water system shall use representative sites throughout the distribution system.
(IV) Sites for systems with lead service lines. Any water system whose distribution system contains lead service lines shall draw 50% of the samples it collects during each monitoring period from sites that contain lead pipes, or copper pipes with lead solder, and 50% 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.
(V) Supplemental information with Site Selection Form. Systems shall submit supplemental explanatory information as part of the sample site selection documentation.
(D) Tier 1, 2, and 3 sites. Tier 1, 2, and 3 sites representing potential for leaching lead or copper under corrosive conditions shall be defined as described in this subparagraph.
(i) Definition of community tier 1. The sampling sites selected for a community water system's sampling pool, called "tier l sampling sites," shall consist of single family structures that:
(I) contain copper pipes with lead solder installed after 1982 or contain lead pipes; or
(II) are served by a lead service line. When multiple-family residences comprise at least 20% of the structures served by a water system, the system may include these types of structures in its sampling pool.
(ii) Definition of community tier 2. 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:
(I) contain copper pipes with lead solder installed after 1982 or contain lead pipes; or
(II) are served by a lead service line.
(iii) Definition of community tier 3. 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.
(iv) Definition of community "other representative sites". A representative site is a site in which the plumbing materials used at that site would commonly be found at other sites served by the water system.
(v) Definition of nontransient, noncommunity tier 1 sites. Tier 1 sampling sites selected for a nontransient, noncommunity water system shall consist of buildings that:
(I) contain copper pipes with lead solder installed after 1982 or contain lead pipes; or
(II) are served by a lead service line.
(vi) Nontransient, noncommunity representative sites. 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.
(E) Sites for systems missing first-draw sites. A water system may request approval of non-first-draw sample sites if it meets the requirements in this paragraph. The executive director will use all written documentation provided by the system in reviewing the request.
(i) Type of system for non-first-draw sites. In order to request use of non-first-draw sites, the system must be either a nontransient, noncommunity system, or a community system where:
(I) the system is a facility, such as a prison or a hospital, where the population served is not capable of or is prevented from making improvements to plumbing or installing point of use treatment devices; and
(II) the system provides water as part of the cost of services provided and does not separately charge for water consumption.
(ii) The request for approval of non-first-draw sites must provide written documentation identifying standing times and locations for enough non-first-draw samples to make up its sampling pool. A system must update their sample sites when system conditions changes, such as changes in population and destruction of previously used sites.
(F) Sites for systems with less than five taps. A public water system that has fewer than five drinking water taps that can be used for human consumption may request a five-tap waiver to collect samples at fewer than five locations. The executive director may allow these public water systems to collect a number of samples less than the number of sites specified in paragraph (1) of this subsection, provided that all taps that can be used for human consumption are sampled. The system must request this reduction of the minimum number of sample sites in writing based on a request from the system or on-site verification. In no case can the system reduce the number of samples required below the minimum of one sample per available tap.
(G) Use of same taps each round. A water system must collect tap samples from the same sampling sites in each sampling round.
(i) If a water system changes a sampling site for any reason allowed in this section, the water system must provide the executive director with a written explanation showing which sampling site will be abandoned and the sampling site that replaces the abandoned sampling site. The water system's report shall include an explanation as to why a sampling site was changed from the previous round of sampling.
(ii) If a water system cannot collect a sample from a previously used site, the water system shall provide a written explanation to the executive director. The water system must select an alternate sampling site from the system's sampling pool which meets similar criteria and is within reasonable proximity to the original sampling site.
(2) Lead and copper tap sampling frequency. Water systems shall collect at least one sample from the number of sites listed in the table in paragraph (1) of this subsection during each monitoring period. Systems shall sample on the schedule determined by the executive director.
(A) Initial and routine tap sampling. New systems, systems that exceed any action level, systems that install corrosion control treatment, systems that exceed a reduced monitoring level, and systems that operate outside an approved OWQP range shall collect tap samples in two consecutive six-month monitoring periods at the initial/routine number of sample sites.
(i) Initial tap sampling. New systems shall collect tap samples in two consecutive six-month monitoring periods at the initial/routine number of sample sites. A new community or nontransient, noncommunity water system begins the first six-month initial monitoring period in the year after it becomes active. Initial tap sampling shall be conducted after the executive director has determined that a system has had sample sites approved based on the materials survey and sample site selection form required by subsection (b)(2) of this section.
(ii) Routine tap sampling. Systems on reduced monitoring may be required to return to routine sampling in two consecutive six-month periods.
(I) Systems that exceed the lead action level during any 4-month monitoring period shall return to routine tap sample monitoring.
(II) Systems required to perform biweekly water quality parameter (WQP) sampling that have WQP levels that are outside the system's approved OWQP range for more than nine days in any six-month period shall return to routine tap sample monitoring.
(III) Systems that are required to return to routine tap sampling because of an action level, reduced monitoring level, or OWQP range exceedance shall start the two consecutive six-month periods in the next calendar year after the exceedance or event that triggers routine monitoring.
(IV) Within 36 months after the executive director designates optimal corrosion control treatment, systems that serve fewer than 50,000 people shall return to routine tap sampling.
(V) Any system that installs corrosion control treatment shall return to routine tap sampling.
(VI) Any system that installs source treatment shall return to routine tap sampling.
(B) Reduced annual tap sampling. Systems that meet the requirements of this paragraph shall collect tap samples every year. Systems on annual reduced monitoring shall collect tap samples at the number of sites in the table entitled "Required Number of Lead and Copper Tap Sample Sites" in paragraph (1) of this subsection. Systems shall collect samples at sites approved by the executive director and documented in the monitoring plan. Reduced annual monitoring shall be performed during June, July, August, or September. This annual sampling shall begin during the calendar year immediately following the end of the second consecutive six-month monitoring period. The executive director shall notify each water system if it is eligible for reduced annual tap sample monitoring.
(i) Systems serving more than 50,000 people that meet the lead action levels, and operate within any approved OWQP ranges, during two consecutive six-month periods may have their sampling frequency reduced to once a year.
(ii) Systems serving 50,000 or fewer people that meet the lead and copper action levels during two consecutive six-month periods may have their sampling frequency reduced to once a year.
(iii) Systems serving 50,000 or fewer people that meet the lead action level, and operate within any approved OWQP ranges, during two consecutive six-month periods may have their sampling frequency reduced to once a year.
(iv) Systems that meet the action levels, but whose 90th percentile levels exceed 0.005 mg/L for lead or 0.65 for copper during two consecutive six-month initial or routine sampling periods must perform two consecutive years of annual monitoring.
(v) Systems monitoring annually, that have been collecting samples during the months of June through September and that receive approval from the executive director to alter their sample collection period under subparagraph (E) of this paragraph must collect their next round of samples during a time period that ends no later than 21 months after the previous round of sampling.
(vi) Systems with approved OWQP ranges that operate outside those ranges are not eligible for reduced annual monitoring.
(C) Reduced three-year tap sampling. Systems which meet the requirements of this paragraph, shall collect tap samples every three years. Systems on reduced three-year monitoring shall collect tap samples at the reduced number of sites in the table entitled "Required Number of Lead and Copper Tap Sample Sites" in paragraph (1) of this subsection. Systems shall collect samples at the sites approved by the executive director and documented in the monitoring plan. Reduced three-year monitoring shall be performed during June, July, August, or September, unless the executive director has designated a different four-month period under subparagraph (E) of this paragraph.
(i) Any system that demonstrates during two consecutive six-month initial or routine monitoring periods that the 90th percentile lead level is less than or equal to 0.005 mg/L and the 90th percentile copper level is less than or equal to 0.65 mg/L shall have the required frequency of sampling reduced to once every three years.
(ii) A system that serves 50,000 or fewer people 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.
(iii) A system with approved OWQP ranges must operate within those ranges to remain eligible for reduced three-year monitoring.
(iv) Samples collected once every three years shall be collected no later than every third calendar year.
(v) Systems on reduced three-year monitoring that have been collecting samples during the months of June through September, and receive approval from the executive director to alter the sampling collection period as per subparagraph (E) of this paragraph must collect their next round of samples during a time period that ends no later than 45 months after the previous round of sampling.
(D) Reduced nine-year tap sampling. Systems that meet the requirements of the United States Environmental Protection Agency's (EPA's) Lead and Copper Rule Minor Revisions as described in 40 Code of Federal Regulations §141.86, and serve 3,300 or fewer people shall be eligible for reduced nine-year tap sampling. Systems on reduced monitoring shall collect tap samples at the number of sites in the table entitled "Required Number of Lead and Copper Tap Sample Sites" in paragraph (1) of this subsection. Systems shall collect samples at the sites approved by the executive director and documented in the monitoring plan. Reduced nine-year tap sampling shall be performed during June, July, August, or September, unless the executive director has designated a different four-month period under subparagraph (E) of this paragraph. The executive director shall notify a system that it is eligible for reduced monitoring.
(i) Initiation of reduced nine-year tap sampling. The first round of reduced nine-year tap sampling shall be completed no later than nine years after the last time the system monitored for lead and copper at the tap.
(ii) Materials requirement for reduced nine-year tap sampling. In order to be eligible for reduced nine-year tap sampling, a system must provide the executive director with an updated materials survey certifying that the system meets the requirements of this clause.
(I) The water system must demonstrate on the Materials Survey and Lead/Copper Sample Site Selection form (TCEQ Form Number 20467) that its distribution system, 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 to demonstrate the risk from lead and/or copper exposure is negligible throughout the water system.
(II) To qualify for reduced nine-year tap sampling, the water system must certify in writing and provide supporting documentation that the system is free of all lead-containing materials. The system must contain no plastic pipes that contain lead plasticizers, or plastic service lines that contain lead plasticizers. The system must be 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 United States Code, § 300g-6(e) (Safe Drinking Water Act, §1417(e)).
(III) To qualify for reduced nine-year tap sampling the water system must provide certification and supporting documentation to the executive director that the system contains no copper pipes or copper service lines.
(IV) The executive director shall not issue any "partial waivers" for lead and copper monitoring.
(iii) Lead and copper levels for reduced nine-year tap sampling eligibility. To qualify for reduced nine-year tap sampling, the public water system must have completed at least one six-month period of initial tap water monitoring. Also, all of the system's 90th percentile lead and copper levels must have been less than or equal to 0.005 mg/L for lead and 0.65 for copper in all sampling performed by the system.
(iv) Conditions for reduced nine-year tap sampling eligibility. As a condition of the reduced nine-year tap sampling schedule, the executive director may require the system to perform specific activities to avoid the risk of lead or copper concentration of concern in tap water. For example, additional monitoring, periodic outreach to customers to remind them to avoid installation of materials that might void the reduced nine-year tap sampling schedule, or other activities may be required.
(v) Reduced nine-year tap sampling revocation. If a water system with a nine-year tap sampling schedule adds a new source of water, changes any water treatment, or no longer meets the requirements of this subparagraph, the water system must notify the executive director in writing within 60 days of the change as required by § 290.39(j) of this title (relating to General Provisions). The executive director has the authority to modify the reduced nine-year tap sampling schedule to address changes.
(vi) Notification of change in lead or copper materials. If a system on reduced nine-year tap sampling becomes aware that the system is no longer free of lead-containing or copper-containing materials, the system shall notify the executive director in writing no later than 60 days after becoming aware of such a change. If the system met both the lead and the copper action levels in all previous lead and copper tap sampling results, the system must return to three-year tap sampling schedule contained in subparagraph (C) of this paragraph.
(vii) Tap sampling frequency sequence. Subsequent rounds of sampling, after a return to routine monitoring, must be collected once a year, every three years, or every nine years, as required by this section.
(E) Alternate months for reduced lead and copper tap sampling. The executive director may approve a different period, other than June through September, for systems conducting reduced lead and copper tap sampling. 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 nontransient, noncommunity 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 director shall designate a period that represents a time of normal operation for the system. This sampling shall begin during the period designated by the executive director in the calendar year immediately following the end of the second consecutive six-month monitoring period for systems initiating annual monitoring and during the three-year period following the end of the third consecutive calendar year of annual monitoring for systems initiating three-year reduced monitoring.
(F) Tap sampling monitoring period. For systems on annual or less frequent schedules, the end of the monitoring period is September 30 of the calendar year in which the sampling occurs, or if the executive director has established an alternate monitoring period, the last day of that period.
(G) Return to initial/routine tap sampling frequency. The executive director shall determine whether a system continues to meet the requirements to remain on reduced annual, three-year, or nine-year monitoring. A system on reduced monitoring may be required to return to routine monitoring as described in subparagraph (A)(i) of this paragraph. Systems required to return to routine monitoring shall sample at the number of routine sites listed in the table entitled "Required Number of Lead and Copper Tap Sample Sites" under paragraph (1) of this subsection.
(H) Replacement tap samples. The water system must collect replacement samples for any samples invalidated under subsection (h) of this section. Any such replacement samples must be collected as soon as possible, but no later than twenty days after receiving notification of sample invalidation approval from the executive director. If a water system discovers that a sample has been collected at an inappropriate sampling site, the water system may request in writing that the sample be invalidated. 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 with valid results for the monitoring period.
(I) Nontransient, noncommunity systems with less than five taps. A nontransient, noncommunity system that has fewer than five drinking water taps meeting the sample site criteria of this paragraph must collect at least one sample from each tap and then must collect additional samples from those same taps on different days during the monitoring period to meet the required number of samples unless the system has received a five-tap waiver from the executive director under paragraph (1)(F) of this subsection.
(3) Consumer sampling for lead action level exceeders. Water systems that exceed the lead action level must arrange to sample the tap water of any customer who requests it. Analytical costs may be borne by the consumer.
(d) Lead and copper entry point sampling. Systems must perform entry point lead and copper sampling after the system exceeds a lead or copper action level, installs source water treatment, or exceeds any MPLs set by the executive director. Systems must routinely monitor lead and copper in conjunction with monitoring for inorganic contaminants other than asbestos or nitrate under § 290.106 of this title (relating to Inorganic Contaminants).
(1) Lead and copper entry point sampling locations. Systems required to perform entry point sampling under this subsection shall sample at every entry point to the distribution system including purchased water entry points. The system shall take each subsequent sample at the same sampling point unless conditions make another sampling point more representative of each source or treatment plant. The system must seek executive director approval to modify an entry point sample location, and must revise its monitoring plan.
(2) Lead and copper entry point sampling frequency. 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 when water is representative of all sources being used.
(A) Entry point lead and copper sampling after an action level exceedance. Any system which exceeds the lead or copper action level shall collect one sample from each entry point no later than 180 days after the end of the monitoring period during which the lead or copper action level was exceeded. For systems on annual or less frequent schedules, the end of the monitoring period is September 30 of the calendar year in which the sampling occurs, or if the executive director has established an alternate monitoring period, the last day of that period.
(B) Entry point lead and copper sampling for systems that meet the action levels. A system is not required to conduct entry point lead and copper sampling if the system meets the lead and copper action levels during the entire entry point sampling period.
(C) Entry point lead and copper monitoring frequency after installing source water treatment. Any system that installs source water lead or copper removal treatment shall collect entry point samples during two consecutive six-month periods within 36 months after source water treatment begins.
(D) Entry point lead and copper sampling frequency after specification of MPLs. A system shall monitor at the frequency specified below.
(i) Starting the year after the executive director specifies MPLs, water systems using any surface water shall collect annual samples once during each calendar year.
(ii) Starting the year after the executive director specifies MPLs, a water system using only groundwater shall collect samples once during the three-year compliance period in effect at that time. Such systems shall collect samples once during each subsequent compliance period. Triennial samples shall be collected every third calendar year.
(iii) A water system using only groundwater may sample entry points every ninth year if the system meets one of the following criteria.
(I) The entry point lead and copper levels are below the lead and copper MPLs during at least three consecutive compliance periods; or
(II) The executive director has determined that source water treatment is not needed and the system demonstrates that, during at least three consecutive annual or three-year compliance periods, the concentration of lead in source water was less than or equal to 0.005 mg/L and the concentration of copper in source water was less than or equal to 0.65 mg/L.
(iv) A water system using surface water (or a combination of surface water and ground water) may reduce the lead and copper entry point monitoring frequency to once during every ninth year if the system meets one of the following criteria:
(I) The entry point lead and copper levels are below the MPLs for lead and copper for at least three consecutive years; or
(II) The executive director has determined that source water treatment is not needed and the concentration of lead at all entry points was less than or equal to 0.005 mg/L and the concentration of copper at all entry points was less than or equal to 0.65 mg/L during at least three consecutive years.
(v) A water system that uses a new source of water is not eligible for reduced entry point monitoring for lead and copper until concentrations in samples collected from the new source during three consecutive monitoring periods are below the lead and copper MPLs.
(vi) Where the results of sampling indicate an exceedance of a lead or copper MPL, one additional sample must be collected within two weeks after the initial sample was taken at the same entry point. Samples will be averaged for compliance determination.
(E) All water systems shall notify the executive director in writing of any proposed change in treatment or the addition or deletion of a source of water. The executive director may require any such system to conduct additional monitoring or to take other action to ensure that the system maintains minimal levels of corrosion in the distribution system.
(e) WQP monitoring requirements. Systems shall monitor WQPs to determine the potential for corrosion. All systems that serve more than 50,000 people shall monitor in accordance with this subsection. Systems that serve 50,000 or fewer people that exceed a lead or copper action level shall monitor in accordance with this subsection, during the monitoring period in which the system exceeds the action level. Sites shall be submitted to the executive director for approval in conjunction with the system's monitoring plan.
(1) WQP monitoring locations. Systems that are required to monitor WQPs shall take two samples at all entry points and distribution WQP sites, as specified in subparagraphs (A) and (B) of this paragraph, where applicable, and at the number of distribution sites shown in Figure: 30 TAC §290.117(e)(1). Systems on initial or routine monitoring, as described in paragraph (2) of this subsection, must sample at the number of sample sites in the column entitled "Initial and Routine Number of WQP Distribution Sites." Systems on reduced monitoring must sample at the number of sites in the column entitled "Reduced Number of WQP Distribution Sites."

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(A) Entry point WQP sites. Systems that are required to perform entry point WQP monitoring under this subsection must perform monitoring at every entry point to the distribution system. The executive director may allow systems using only groundwater to forego entry point monitoring, and monitor only at representative distribution system locations according to paragraph (6) of this subsection.
(B) Distribution WQP sites. Sites normally used for bacteriological monitoring or other appropriate sites may be used for WQP sampling. Samples need not be collected inside a customer's home. These sites shall represent water quality throughout the entire distribution system.
(2) Initial and routine WQP monitoring. New systems must perform at least one initial WQP monitoring round in the year following the year that the system is identified as active. Systems that exceed lead or copper action levels shall perform two consecutive six-month periods of routine WQP monitoring. Systems must monitor in accordance with subparagraphs (A) and (B) of this paragraph.

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(A) Locations for initial and routine WQP monitoring. Systems must conduct WQP monitoring at the locations specified in paragraph (1)(A) and (B) of this subsection, where applicable, and at the number of distribution sites specified in Figure: 30 TAC §290.117(e)(1).
(B) Frequency of initial and routine WQP monitoring. Systems serving 50,000 or fewer people shall measure the WQPs listed in this paragraph during each six-month monitoring period in which the system exceeds the lead or copper action level. Systems serving more than 50,000 people must perform two consecutive six-month periods of sampling. Public water systems shall collect WQP samples on a quarterly basis as described in Figure: 30 TAC §290.117(e)(2) to reflect seasonal variability in water quality conditions.
(3) WQP monitoring after installation of corrosion control treatment. Any system that installs optimal corrosion control treatment as required by subsection (f) of this section shall measure the list of WQPs at the locations and frequencies as specified in Figure: 30 TAC §290.117(e)(3). Any system serving more than 50,000 people that installs optimal corrosion control treatment shall monitor once during each six-month period. Any system serving 50,000 or fewer people that installs corrosion control treatment shall monitor during each six-month monitoring period specified in which the system exceeds the lead or copper action level.

Attached Graphic

(A) Frequency of WQP monitoring after installation of corrosion control treatment. After a system installs corrosion control treatment, it must collect least one sample every two weeks (biweekly) at every entry point to the distribution system, except as provided under paragraph (6) of this subsection.
(B) Documentation for WQP sample locations after installation of corrosion control treatment. Prior to the starting date of the monitoring period for any monitoring under this paragraph, the system shall provide the executive director with an updated list of entry points and their sources, a list of distribution sites, and information on seasonal variability of water usage to demonstrate that the sites are representative of water quality and treatment conditions throughout the system. The system shall submit this information to the executive director upon request or when circumstances change and retain a copy of the submittal and approval with the system's monitoring plan.
(C) Additional monitoring when determining optimal corrosion control treatment. The executive director may require the system to conduct additional WQP monitoring in to assist in evaluating the system's sample sites.
(4) WQP monitoring after designation of OWQP ranges. After the executive director approves OWQP ranges, systems shall measure the list of WQPs at the frequency and locations as described in Figure: 30 TAC §290.117(e)(4).

Attached Graphic

(A) After the executive director approves OWQP ranges, systems serving more than 50,000 people shall measure the WQPs listed in this paragraph and determine compliance with the OWQP ranges quarterly starting with the first six-month period after the executive director specifies the OWQPs beginning on either January 1 or July 1, whichever comes first.
(B) Any system serving 50,000 or fewer people shall conduct WQP monitoring during each six-month period specified in this paragraph in which the system exceeds the lead or copper action level. If the system is eligible for reduced lead and copper tap sampling, the system shall collect WQPs during the same monitoring periods that it collects lead and copper tap samples.
(C) The system shall complete follow-up sampling within 36 months after the executive director designates optimal corrosion control treatment.
(D) Systems shall measure WQPs at every entry point to the distribution system, except as allowed under paragraph (6) of this subsection.
(5) Reduced WQP monitoring. The executive director may reduce monitoring for systems that demonstrate a low risk of corrosion of lead and copper into the drinking water. Water systems on reduced schedules shall monitor the list of WQPs at the locations and frequency given in the table entitled "Reduced Water Quality Parameter (WQP) Entry Point and Distribution Monitoring."

Attached Graphic

(A) Reduced quarterly WQP distribution monitoring. A system that operates within approved OWQP ranges in all samples taken during two consecutive six-month initial or routine monitoring periods under paragraph (2) of this subsection may collect tap samples for applicable WQPs from the reduced number of sites quarterly. A water system sampling quarterly shall collect samples evenly throughout the year so as to reflect seasonal variability.
(B) Reduced annual WQP distribution monitoring. Any water system that operates within approved OWQP ranges during three consecutive years of quarterly monitoring may reduce the frequency with which it collects distribution WQP samples to annually. Annual WQP sampling shall begin during the calendar year immediately following the end of the monitoring period in which the third consecutive year of quarterly monitoring occurs. A water system sampling annually shall collect samples evenly throughout the year so as to reflect seasonal variability.
(C) Reduced triennial WQP distribution monitoring. The executive director may reduce the WQP monitoring frequency to once every three years if a system meets the criteria of this subparagraph. Triennial monitoring shall be done no later than every third calendar year.
(i) A system that operates within approved OWQP ranges during three consecutive years of annual monitoring is eligible to reduce the frequency of distribution WQP monitoring to once in every third year. This sampling shall begin no later than the third calendar year following the end of the monitoring period in which the third consecutive year of monitoring occurs.
(ii) A system that demonstrates during two consecutive six-month periods that the entry point 90th percentile lead level is less than or equal to the PQL for lead in subsection (b)(3) of this section, and that operates within approved OWQP ranges during that time may reduce the frequency of distribution monitoring to once every third year. This sampling shall begin no later than the third calendar year following the end of the year in which the second consecutive six-month period occurs.
(D) Return to routine WQP monitoring. The executive director may return a system to monitoring at the routine frequency and routine number of sample sites. Any water system on reduced monitoring that fails to operate within the approved OWQP range for more than nine days in any six-month monitoring period shall resume routine WQP distribution system sampling in accordance with the number and frequency requirements in paragraph (2) of this subsection. Any system required to return to routine frequency for lead and copper tap sampling under subsection (c)(2)(A)(ii) of this section shall also return to routine WQP monitoring.
(E) Entry point WQP monitoring. Systems on reduced WQP monitoring shall measure WQPs at every entry point to the distribution system, except as provided under paragraph (6) of this subsection.
(6) Distribution system sampling for systems using only groundwater. The executive director may allow a system using only groundwater to perform WQP sampling required by paragraph (3), (4), or (5) of this subsection to sample only at representative distribution system sites, and to forego sampling at entry points. Prior to foregoing entry point monitoring, the system shall provide 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 to the executive director for approval.
(f) Corrosion control. Systems may be required to perform corrosion control studies to determine whether treatment is necessary to reduce the corrosivity of the water. Systems may be required to install optimal corrosion control treatment in order to control corrosion in the system. The executive director may modify the designated corrosion control treatment or parameters. A system's request for changes and executive director response pursuant to modification shall be in writing.
(1) Corrosion control studies. Systems may be required to perform corrosion control studies to determine whether treatment is necessary to reduce the corrosivity of the water.
(A) Corrosion control studies applicability. Systems that meet the conditions in this subparagraph are required to perform corrosion control studies.
(i) Corrosion control studies for systems serving more than 50,000 people. Systems serving more than 50,000 people are required to conduct corrosion control studies unless the executive director has determined that the system is currently deemed to have optimized corrosion control, as defined in subsection (b)(5) of this section.
(I) Systems serving more than 50,000 people that exceed either the lead or copper action level during any a reduced tap sampling monitoring round must perform a corrosion control study within six months.
(II) Systems serving more than 50,000 people that have not been deemed at any previous time that exceed lead or copper action levels must conduct a demonstration study as described in subparagraph (C) of this paragraph.
(III) The corrosion control study must be conducted and submitted within 12 months after the end of the monitoring period in which the system exceeded the action level.
(ii) Corrosion control studies for systems serving 50,000 or fewer people. Any system serving 50,000 or fewer people that exceeds the lead or copper action level must perform a corrosion control study to identify optimal corrosion control treatment for the system. The system must conduct the study within 12 months after the end of the monitoring period in which the system exceeded the action level.
(B) Scope of corrosion control study. A system required to perform a corrosion control study shall include evaluation of treatment methods and potential constraints to treatment.
(i) Corrosion control treatment methods. Any public water system performing a corrosion control study shall evaluate the effectiveness of each of the following treatments (or combinations of treatments) to identify the optimal control treatment:
(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.
(ii) Potential constraints to corrosion control treatment methods. The system shall identify all chemical or physical constraints that limit or prohibit the use of a particular corrosion control treatment. The system shall evaluate the effect of the chemicals used for corrosion control treatment on other water quality treatment processes. The system shall document treatment considerations 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, 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.
(C) Demonstration corrosion control study requirements. The water system shall conduct this evaluation using pipe rig/loop tests, metal coupon tests, or partial systems tests called a demonstration study. The water system shall measure the parameters in this clause in any tests conducted under this subparagraph before and after evaluating the corrosion control treatments listed in subparagraph (B) of this paragraph:
(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); and
(ix) water temperature.
(D) Desk-top corrosion control study requirements. A desk-top corrosion control study shall recommend treatment and OWQPs based on data for treatments in documented analogous systems called a desk-top study. Analogous system means a system of similar size, water chemistry, and distribution system configuration. The water system shall evaluate each of the corrosion control treatments in subparagraph (B)(i) of this paragraph.
(2) Setting approved OWQP ranges based on corrosion control study data. On the basis of the corrosion control study evaluation, the water system shall recommend to the executive director, in writing, an OWQP range based on normal system operating conditions. Systems must recommend OWQPs consistent with subsection (b)(4) of this section. The executive director will review the study and designate OWQPs. The executive director shall designate OWQP ranges based on the results of lead, copper, and WQP monitoring by the system, both before and after the system installs optimal corrosion control treatment. The executive director may designate values for additional water quality control parameters determined to reflect optimal corrosion control for the system. The executive director shall notify the system in writing of these determinations and will provide the basis for the decision.
(3) Optimal corrosion control treatment designation. A system exceeding the action level for lead or copper based on the 90th percentile level shall submit recommendations for optimal corrosion control treatment within six months after the end of the monitoring period during which it exceeds one of the action levels. The executive director shall designate the optimal corrosion control treatment method.
(A) On the basis of the corrosion control study in paragraph (1) of this subsection, lead and copper tap sampling, and WQP sampling the water system shall recommend to the executive director, in writing, the treatment option that constitutes optimum corrosion control. The system shall submit all corrosion control data and shall provide sufficient documentation as required by the executive director to establish the validity of the evaluation procedure.
(B) The executive director shall designate optimal corrosion control treatment. The executive director shall either approve the corrosion control treatment option recommended by the system, or designate alternative corrosion control treatment(s) from among those listed in paragraph (1)(B)(i) of this subsection. When designating optimal treatment the executive director shall consider the effects that additional corrosion control treatment will have on water quality parameters and on other water quality treatment processes. If the executive director requests additional information, the water system shall provide the information.
(C) Upon its own initiative or in response to a request by a water system or other interested party, the executive director may modify the determination of the optimal corrosion control treatment. 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 director may modify the determination when the 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 decision, and provide an implementation schedule for completing the treatment modifications.
(D) The executive director shall notify the system of the decision on optimal corrosion control treatment in writing and will provide the basis for this determination. The executive director will review the study and designate optimal corrosion control treatment and water quality parameters.
(i) For systems serving more than 50,000 customers, optimal corrosion control treatment and OWQPs shall be designated within six months of submittal.
(ii) For systems serving 3,300 to 50,000 customers, optimal corrosion control treatment and OWQPs shall be designated within 18 months of submittal.
(iii) For systems serving fewer than 3,300, optimal corrosion control treatment and OWQPs shall be designated within 24 months of submittal.
(4) Installation of optimal corrosion control treatment. A system shall perform corrosion control activities identified in their approved corrosion control study. A system shall install optimal corrosion control treatment within 24 months after the executive director designates optimal corrosion control treatment and notifies the water system. All applicable water systems shall operate optimal corrosion control treatment in a manner that minimizes lead and copper concentrations at users' taps while ensuring that the treatment does not cause the system to violate any other drinking water standard.
(5) Operation of corrosion control treatment. All systems optimizing corrosion control shall continue to operate and maintain optimal corrosion control treatment, including operating within approved OWQP ranges and complying with all other requirements of this section.
(A) The executive director shall evaluate the results of all lead and copper tap samples and WQP samples submitted by the water system to determine whether the corrosion control treatment was properly installed and if the system is properly operating the designated optimal corrosion control treatment.
(B) The system shall operate in such a manner as to meet any requirements that the executive director determines appropriate to ensure optimal corrosion control treatment is maintained.
(6) Small system activities cessation. A system serving 50,000 or fewer people that is required to perform corrosion control activities because of an action level exceedance may cease the corrosion control activities if it conducts two consecutive six-month lead and copper monitoring rounds and meets the lead and copper action levels based on the 90th percentile in both rounds.
(g) Treatment of source water lead and copper. Systems may be required to perform treatment to remove lead or copper from source water. Any system exceeding the lead or copper action level shall implement all applicable source water treatment requirements specified by the executive director under this subsection. The executive director will determine whether such treatment is required.
(1) Determination of need for source water treatment. Any system which exceeds the lead or copper action level shall recommend in writing to the executive director the installation and operation of ion exchange, reverse osmosis, lime softening or coagulation/filtration. The executive director shall evaluate all entry point water sample results, along with the corrosion control study, to determine if source water treatment is necessary. If source water treatment is required by the executive director, the system must install the treatment in accordance with the scheduling requirements specified in this subsection.
(A) The system shall submit the results for all source water samples to aid in the executive director's evaluation of whether source water treatment is necessary.
(B) The executive director may approve the treatment recommended by the system or may require installation and operation of another source water treatment from among the following: ion exchange, reverse osmosis, lime softening or coagulation/filtration.
(C) If the executive director requests additional information to aid in its review, the water system shall provide the information by the date specified by the executive director in the request.
(D) 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.
(E) The executive director shall notify the system in writing of the determination and will provide the basis for the decision.
(2) Schedule for installation of treatment of source water lead and copper. If source water treatment is required, the system must install the treatment in accordance with the scheduling requirements specified in this subsection.
(A) A system exceeding the lead or copper action level shall recommend treatment to the executive director no later than 180 days after the end of the monitoring period during which the lead or copper action level was exceeded.
(B) The executive director shall make a determination regarding source water treatment within six months after the system submits the treatment recommendation and supporting data under subparagraph (A) of this paragraph.
(C) The system shall properly install and operate the source water treatment approved by the executive director within 24 months after the executive director's determination under subparagraph (B) of this paragraph.
(D) The system shall complete follow-up tap sampling under subsection (c) of this section and entry point monitoring under subsection (d) of this section within 36 months after the executive director's determination of source water treatment under subparagraph (B) of this paragraph.
(3) Operation of source water lead and copper treatment. If source water treatment is required, the system shall properly operate the treatment in compliance with the specified MPLs for lead and copper and continue entry point monitoring under subsection (d) of this section.
(A) A water system shall operate the source water treatment in a manner that maintains lead and copper levels below the MPLs designated by the executive director at each entry point.
(B) The executive director may review the system's data and determine whether the system has properly installed and operated the source water treatment.
(4) Modification of source water treatment decisions. Upon its own initiative or in response to a request by a water system or other interested party, the executive director may modify the determination of the source water treatment under paragraph (1) of this subsection, or MPLs for lead and copper at entry points under subsection (b)(6) of this section. 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 director may modify the determination when the change is necessary to ensure that the system continues to minimize lead and copper concentrations in water entering the distribution system. A revised determination shall be made in writing, set forth the new treatment requirements, explain the basis for the executive director's decision, and provide an implementation schedule for completing the treatment modifications.
(h) Analytical methods, sample collection, and sample invalidation. All methods used for analysis under this section shall be consistent with 40 CFR Part 141, Subpart I, concerning Lead and Copper.
(1) Lead and copper tap sample collection method. A first draw tap sample means a one liter or one quart sample of tap water collected from a cold water, frequently used interior tap, after the water has been standing in the plumbing for at least six hours without first flushing the tap. The kitchen cold water faucet is the preferred sampling tap at residential sites. It is recommended that the water not be allowed to stand in the plumbing for more than 18 hours prior to a sample collection. A sample collection may be conducted by either water system personnel or the residents. If the resident is allowed to collect samples for lead and copper monitoring, the water system must provide written instructions for sample collection procedures.
(2) Lead and copper tap sample analytical methods. Analysis for lead and copper shall be conducted using methods stated in 40 CFR § 141.89, in laboratories accredited by the executive director. Analysis for pH, conductivity, calcium, alkalinity, orthophosphate, silica, and temperature may be conducted in any laboratory approved by the executive director under § 290.121 of this title utilizing the EPA methods prescribed in 40 CFR § 141.89.
(A) The PQLs and the method detection limits (MDLs) must comply with 40 CFR § 141.89. The laboratory accredited for the analysis of lead and copper tap samples must achieve the MDL of 0.001 mg/L for lead if composited entry point water samples are analyzed for lead.
(B) The executive director may allow the use of previously collected monitoring data if the data were collected in accordance with 40 CFR § 141.89.
(C) All lead levels measured between the PQL and MDL must either be reported as measured or reported as one-half the PQL. All levels below the lead MDLs must be reported as zero.
(D) All copper levels measured between the PQL and the MDL must be either reported as measured or reported as one-half the PQL. All levels below the copper MDL must be reported as zero.
(E) First-draw-tap samples must be received in the laboratory within 14 days after the collection date.
(3) Lead and copper tap sample invalidation. The executive director may invalidate a lead or copper tap sample if one of the conditions in subparagraphs (A) - (D) of this paragraph is met:
(A) The laboratory establishes that improper sample analysis caused erroneous results.
(B) The executive director determines that the sample was taken from an inappropriate site.
(C) The sample was damaged in transit.
(D) The executive director determines that the sample was subject to tampering, as based on substantial documentation.
(E) The executive director shall not invalidate a sample based solely on the fact that a follow-up sample result is higher or lower than the original sample.
(F) The water system must provide written documentation to the executive director for samples the water system believes should be invalidated. The executive director must document any decision to invalidate a sample in writing.
(4) Water quality parameter analytical methods. Water quality parameter testing must be conducted at a laboratory that uses the methods described in 40 CFR § 141.89, and it is the responsibility of the water system to collect, submit, and report these values.
(A) Analyses for lead, copper, pH, conductivity, calcium, alkalinity, orthophosphate, silica, and temperature shall be conducted in accordance with 40 CFR § 141.23(k)(1).
(B) Analyses for alkalinity, calcium, conductivity, orthophosphate and phosphate compounds, pH, silica, and temperature must be performed by a lab approved by the executive director under the Texas Commission on Environmental Quality Regulatory Guidance 384 "How to Develop a Monitoring Plan for a Public Water System." Analyses under this section for lead and copper shall only be conducted by laboratories that have been accredited by the executive director under Chapter 25, Subchapter B of this title (relating to Environmental Testing Laboratory Accreditation and Certification).
(C) The executive director may allow the use of previously collected monitoring data for purposes of monitoring, if the data were collected and analyzed in accordance with the requirements of this section and 40 CFR Part 141, Subpart I.
(i) Reporting. Systems shall report any information required by this section and 40 CFR Part 141, Subpart I to the executive director.
(1) Reporting lead and copper tap sample results. Tap sample results shall be reported within ten days following the end of each monitoring period as specified by the executive director. For systems on annual or less frequent schedules, the end of the monitoring period is September 30 of the calendar year in which the sampling occurs, or if the executive director has established an alternate monitoring period, the last day of that period.
(A) A system shall provide documentation for each tap water lead or copper sample for which the water system requests invalidation.
(B) The system shall provide the following information to the executive director:
(i) the results of all tap samples for lead and copper including the location of each site and the criteria under which the site was selected for the system's sampling pool; and
(ii) an identification of sampling sites utilized during the current monitoring period that were not sampled during previous monitoring periods, and an explanation why sampling sites have changed.
(2) Reporting entry point lead and copper sample results. A water system shall report the sampling results for all source water samples collected in accordance with subsection (e) of this section within the first 10 days following the end of each source water monitoring period.
(3) Reporting WQP results. Systems must report all results of WQP analyses including the location/address of each distribution system sampling point. This report must include each WQP specified in subsection (e) of this section, as well as all sample results from entry points to the distribution system. WQP reports should be submitted to the executive director within the first ten days following the end of each applicable monitoring period. For monitoring periods with a duration less than six months, the end of the monitoring period is the last date samples can be collected during that period.
(A) Systems shall report the results of all distribution samples for pH, and where applicable, alkalinity, calcium, conductivity, temperature, and orthophosphate or silica.
(B) Systems shall report the results of all samples collected at the entry point(s) to the distribution system for applicable water quality parameters.
(C) A system using only groundwater that is allowed to limit WQP monitoring to a subset of entry points shall report, by the commencement of such monitoring, written correspondence to the executive director that identifies the sources flowing to each of the system's entry points and report information sufficient to demonstrate that the sites are representative of water quality and treatment conditions throughout the system.
(4) Reporting distribution material and sample site data. New systems shall submit the first material survey by December 31 of the year in which they are assigned a Public Water System Identification Number. The executive director may allow a system to submit the first material survey by December 31 of the year in which the system's status becomes active.
(A) All systems shall submit Materials Survey and Site Selection Forms (TCEQ Form Number 20467) describing the entire system before performing tap sampling.
(B) Any system seeking reduced nine-year tap sampling under subsection (c)(2)(D) of this section shall submit current documentation showing that there are no lead- or copper-containing materials within the distribution system.
(i) Prior to starting reduced nine-year tap sampling, a system shall submit documentation showing that there are no lead- or copper- containing materials within the distribution system and that the system complies with all drinking water standards of this subchapter.
(ii) No later than nine years after the first nine-year tap samples are collected, any system desiring to remain on reduced nine-year tap sampling shall provide updated documentation showing that there are no lead- or copper- containing materials within the distribution system and that the system complies with all drinking water standards of this subchapter.
(iii) No later than 60 days after detecting lead-containing and/or copper-containing material, as appropriate, each system with a reduced nine-year tap sampling schedule shall provide written notification to the executive director, setting forth the circumstances resulting in the lead-containing or copper-containing materials being introduced into the system and what corrective action, if any, the system plans to remove these materials.
(C) Water systems requesting a change to previously approved sample sites shall report supporting information, including an explanation as to why a sampling site was changed from the previous round of sampling, if applicable. If a water system changes a sampling site for any reason allowed in this section, the water system must provide the executive director with a written explanation showing which sampling site will be abandoned and the sampling site that replaces the abandoned sampling site.
(5) Reporting public education. A system that is required to perform public education must provide copies of public education materials and certification that distribution of said materials is being conducted in accordance with this subsection to the executive director within ten days after the delivery of the materials to the public.
(6) Reporting consumer notification. No later than three months following the end of the monitoring period, each system must mail a sample copy of the consumer notification of tap results to the executive director along with a certification that the notification has been distributed in a manner consistent with the requirements of subsection (j) of this section.
(7) Corrosion control reporting. Systems that are required to perform corrosion control studies and install corrosion control treatment shall report all information required under subsection (f) of this section. Corrosion control treatment data shall be reported as required by the executive director. Systems shall report the following information listed in this paragraph.
(A) Systems demonstrating that they have already optimized corrosion control, must provide all information required in subsection (f) of this section.
(B) Systems that are recommending optimal corrosion control treatment must provide all supporting documentation for their recommendation regarding optimal corrosion control treatment under 40 CFR § 141.82(a).
(C) Systems that are required to evaluate the effectiveness of corrosion control treatments under subsection (f) of this section, must submit the information required by that section.
(D) Systems required to install optimal corrosion control designated by the executive director under 40 CFR § 141.82(d), must submit a letter certifying that the system has completed installing that treatment.
(8) Reporting source treatment. A system that is required to install source water lead or copper removal treatment must certify in writing that the system has completed installing the approved treatment within 24 months after the executive director approved that treatment.
(9) Reporting system conditions and facility changes. Systems must report changes of system conditions and facilities that may impact corrosion to the executive director.
(A) The water system must inform the executive director of the identity of treated and non-treated entry points and their seasonal use, if any, and demonstrate that the WQPs represent water quality and treatment conditions throughout the system.
(B) At a time specified by the executive director, or if no specific time is designated by the executive director, then as early as possible prior to the addition of a new source or any long-term change in water treatment, a water system deemed to have optimized corrosion control or subject to reduced tap sampling shall submit written documentation to the executive director describing the change or addition. The water system may not implement the addition of a new source or long-term change in treatment until notified in writing that the change is approved by the executive director. Examples of long-term treatment changes include the addition of a new treatment process or modification of an existing treatment process. Examples of modifications include switching secondary disinfectants, switching coagulants (for example, alum to ferric chloride), and switching corrosion inhibitor products (for example, orthophosphate to blended phosphate). Long-term changes can include dose changes to existing chemicals if the system is planning long-term changes to its finished water pH or residual inhibitor concentration. Long-term treatment changes would not include chemical dose fluctuations associated with daily raw water quality changes.
(10) Other reporting. Any system which collects sampling data in addition to that required by this section shall report the results to the executive director within the first ten days following the end of the applicable monitoring period during which the samples are collected.
(11) Reporting lead service line replacement. A water system that is replacing lead service lines must certify that lead service lines have been replaced in accordance with directives of the executive director.
(j) Consumer notification. All water systems must provide a consumer notice of lead tap water monitoring results to persons served at the sites (taps) that are tested.
(1) Timing of consumer notification. A water system must provide the consumer notice as soon as practical, but no later than 30 days after the system receives the tap sampling results.
(2) Content of consumer notification. The consumer notice must include the results of lead tap sampling for the tap that was tested, an explanation of the health effects of lead, list steps consumers can take to reduce exposure to lead in drinking water, and contact information for the water utility. The notice must also provide the maximum contaminant level goal and the action level for lead and the definitions for these two terms from 40 CFR § 141.153(c).
(3) Delivery of consumer notification. The consumer notice must be provided to persons served at the tap that was tested, either by mail or by another method approved by the executive director. Upon approval by the executive director, a nontransient, noncommunity water system may post the results on a bulletin board in the facility to allow users to review the information. The system must provide the notice to customers at sample taps tested, including consumers who do not receive water bills.
(k) Public education. A public water system that exceeds the lead action level based on tap water samples collected in accordance with subsection (c) of this section shall deliver the public education materials in accordance with the requirements of this subsection.
(1) Content of public education materials. Public water systems must include the elements in this paragraph in their printed materials in the same order as listed. Language in subparagraphs (A), (B), and (F) of this paragraph must be included in the materials, exactly as written, except for the text in brackets for which the public water system must include system-specific information. Any additional information presented by a public water system must be consistent with the information below and be in plain language that can be understood by the general public. Water systems must submit all written public education materials to the executive director prior to delivery. Public education materials must be approved by the executive director prior to delivery.
(A) "IMPORTANT INFORMATION ABOUT LEAD IN YOUR DRINKING WATER. {INSERT NAME OF WATER SYSTEM} found elevated levels of lead in drinking water in some homes/buildings. Lead can cause serious health problems, especially for pregnant women and young children. Please read this information closely to see what you can do to reduce lead in your drinking water."
(B)"Health effects of lead." Lead can cause serious health problems if too much enters your body from drinking water or other sources. It can cause damage to the brain and kidneys, and can interfere with the production of red blood cells that carry oxygen to all parts of your body. The greatest risk of lead exposure is to infants, young children, and pregnant women. Scientists have linked the effects of lead on the brain with lowered IQ in children. Adults with kidney problems and high blood pressure can be affected by low levels of lead more than healthy adults. Lead is stored in the bones, and it can be released later in life. During pregnancy, the child receives lead from the mother's bones, which may affect brain development."
(C) Sources of lead.
(i) Explain what lead is.
(ii) Explain possible sources of lead in drinking water and how lead enters drinking water. Include information on home and building plumbing materials and service lines that may contain lead.
(iii) Discuss other important sources of lead exposure in addition to drinking water such as lead-based paint or lead-contaminated soils.
(D) Discuss the steps the consumer can take to reduce their exposure to lead in drinking water.
(i) Encourage running the water to flush out the lead.
(ii) Explain concerns with using hot water from the tap and specifically caution against the use of hot water for preparing baby formula.
(iii) Explain that boiling water does not reduce lead levels.
(iv) Discuss other options consumers can take to reduce exposure to lead in drinking water, such as alternative sources or treatment of water.
(v) Suggest that parents have their child's blood tested for lead.
(E) Explain why there are elevated levels of lead in the system's drinking water (if known) and what the water system is doing to reduce the lead levels in homes and buildings in this area.
(F) "For more information, call us at {INSERT YOUR SYSTEM's PHONE NUMBER} if applicable) or visit our website at {INSERT YOUR WEBSITE HERE}. For more information on reducing lead exposure around your home or building and the health effects of lead, visit EPA's website at www.epa.gov/lead or contact your health care provider."
(G) In addition to including the elements specified in subparagraphs (A) - (F) of this paragraph, community water systems must:
(i) tell consumers how to get their water tested, and
(ii) discuss lead in plumbing components and the difference between low lead and lead free.
(H) For public water systems serving a large proportion of non-English speaking consumers, as determined by the executive director, the public education materials must contain information in the appropriate language(s) regarding the importance of the notice or contain a telephone number or address where persons served may contact the water system to obtain a translated copy of the public education materials or to request assistance in the appropriate language.
(2) Delivery of public education materials by community systems. Systems must provide public education materials meeting the criteria of paragraph (1) of this subsection to the public in accordance with this paragraph.
(A) A community system must directly deliver printed public education materials to all bill paying customers.
(i) The community system must deliver public education materials to local public health agencies even if they are not located within the water system's service area, along with an informational notice that encourages distribution to all the organization's potentially affected customers or community water system's users. The system must contact the local public health agencies directly by phone or in person. The local public health agencies may provide a specific list of additional community based organizations serving target populations, which may include organizations outside the service area of the water system. If such lists are provided, systems must deliver public education materials to all organizations on the provided lists.
(ii) The community system must contact customers who are most at risk by delivering public education materials to the organizations listed in this clause that are located within the water system's service area, along with an informational notice that encourages distribution to all the organization's potentially affected customers or community water system's users.
(I) Public and private schools or school boards;
(II) Women, Infants and Children (WIC) and Head Start programs;
(III) Public and private hospitals and medical clinics;
(IV) Pediatricians;
(V) Family planning clinics; and
(VI) Local welfare agencies.
(iii) The community system must make a good faith effort to locate organizations of the types listed in this clause within the service area and deliver public education materials to them, along with an informational notice that encourages distribution to all potentially affected customers or users. The good faith effort to contact at-risk customers may include requesting a specific contact list of these organizations from the local public health agencies, even if the agencies are not located within the water system's service area.
(I) Licensed childcare centers;
(II) Public and private preschools; and
(III) Obstetricians-Gynecologists and Midwives.
(iv) The community system must implement at least three activities from one or more categories listed in this clause. The educational content and selection of these activities must be determined in consultation with the executive director.
(I) Public service announcements;
(II) Paid advertisements;
(III) Public area information displays;
(IV) E-mails to customers;
(V) Public meetings;
(VI) Household deliveries;
(VII) Targeted Individual Customer Contact;
(VIII) Direct material distribution to all multi-family homes and institutions; or
(IX) Other methods approved by the executive director.
(v) At least quarterly, the community system must provide information on or in each water bill as long as the system exceeds the action level for lead. The message on the water bill must include the following statement exactly as written except for the text in brackets for which the water system must include system-specific information: "{INSERT NAME OF WATER SYSTEM} found high levels of lead in drinking water in some homes. Lead can cause serious health problems. For more information please call {INSERT NAME OF WATER SYSTEM}" Upon written request, the executive director may allow a separate mailing of public education materials to customers if the water system cannot place the information on water bills.
(vi) A community system serving more than 100,000 people must post public education materials on the water system's website.
(vii) The community system must submit a press release to newspaper, television and radio stations.
(B) With executive director approval, a community public water system serving 3,300 or fewer people may limit certain aspects of their public education programs by distributing the public education materials required by subparagraph (A)(ii) of this paragraph to facilities and organizations served by the public water system that are most likely to be visited regularly by pregnant women and children. In addition:
(i) The executive director may waive the requirement of subparagraph (A)(vii) of this paragraph, to submit press releases to the media, as long as the public water system distributes notices to every household served by the system.
(ii) The public water system shall implement at least one of the requirements found in subparagraph (A)(iv) of this paragraph.
(C) A community water system may apply to the executive director, in writing, to use only the text specified in paragraph (1)(A) - (F) of this subsection, omitting the text specified in paragraph (1)(G) of this subsection, and to post public education materials as described in paragraph (3) of this subsection, omitting the tasks in subparagraph (A) of this paragraph if:
(i) The system is a facility, such as a prison or a hospital, where the population served is not capable of or is prevented from making improvements to plumbing or installing point of use treatment devices; and
(ii) The system provides water as part of the cost of services provided and does not separately charge for water consumption.
(3) Delivery of public education materials by nontransient, noncommunity systems. Systems must provide public education materials meeting the criteria of paragraph (1) of this subsection to the public in accordance with this paragraph.
(A) The system must post informational posters on lead in drinking water in a public place or common area in each of the buildings served by the system.
(B) The system must distribute informational brochures on lead in drinking water to each person served by the nontransient, noncommunity water system. The executive director may allow the system to utilize electronic transmission in lieu of or combined with printed materials as long as it achieves at least the same coverage.
(4) Frequency and timing of public education. A system that exceeds the lead action level must provide educational materials meeting the content requirements of paragraph (1) of this subsection to the public within 60 days after the end of the monitoring period in which the exceedance occurred. For systems that are required to conduct monitoring annually or less frequently, the end of the monitoring period is September 30 of the calendar year in which the sampling occurs, or, if the executive director has established an alternate monitoring period, the last day of that period.
(A) Frequency and timing of public education activities for community systems. As long as a community water system exceeds the action level, it must repeat the activities of this paragraph at the frequency contained in this paragraph.
(i) A community system shall repeat tasks contained in paragraph (2)(A)(v) of this subsection every billing cycle.
(ii) A community system serving a population greater than 100,000 shall post and retain material on a publicly accessible website.
(iii) The community system shall repeat the press release task in paragraph (2)(A)(vii) of this subsection twice every 12 months on a schedule agreed upon with the executive director.
(B) Frequency and timing of public education activities for nontransient, noncommunity systems. A nontransient, noncommunity water system shall maintain the posting required by repeat the tasks contained in paragraph (3) of this subsection at least once during each calendar year in which the system exceeds the lead action level. Posted materials must remain posted until the system no longer exceeds the lead action level, and the executive director informs the system that the posting may be discontinued.
(C) Extension to public education start date. A nontransient, noncommunity system may request, and the executive director can approve, an extension for starting public education beyond the 60-day requirement on a case-by-case basis. The request and approval must be made in writing prior to the 60-day deadline.
(D) Discontinuing public education. A system may discontinue delivery of public education materials if the system has met the lead action level during the most recent six-month monitoring period conducted pursuant to subsection (c) of this section. Such a system shall recommence public education in accordance with this section if it subsequently exceeds the lead action level during any monitoring period.
(5) Notifying the executive director of public education activities. Any water system that is subject to the public education requirements of this subsection shall, within ten days after the end of each period in which the system is required to perform public education, send written documentation to the executive director containing all the elements in this paragraph.
(A) The system must provide documentation that the system has delivered the public education materials that meet the content requirements in paragraph (1) of this subsection and the delivery requirements in paragraph (2) or (3) of this subsection.
(B) The system must provide a list of all the newspapers, radio stations, television stations, and facilities and organizations to which the system delivered public education materials during the period in which the system was required to perform public education tasks.
(C) The system must resubmit certification of delivery of public education materials every time it distributes materials. Unless required by the executive director, a system that previously has submitted the information required by subparagraphs (A) and (B) of this paragraph need not resubmit the information as long as there have been no changes in the distribution list.
(l) Compliance determination. All applicable water systems shall determine compliance based on monitoring and reporting requirements established in this section or contained in 40 CFR Part 141, Subpart I.
(1) Compliance determination with action levels of subsection (b) of this section for lead and copper shall be based on the 90th percentile as described in this paragraph.
(A) The 90th percentile lead and copper levels shall be computed as provided in this subparagraph:
(i) Determination of 90th percentile levels shall be obtained by ranking the results of lead and copper samples collected during a monitoring period in ascending order (lowest concentration is sample Number 1; highest concentration are samples Numbers 10, 20, 30, 40, 50, and so on), up to the total number of samples collected.
(ii) The number of samples collected during the monitoring period shall be multiplied by 0.9. The concentration of lead and copper in sample with the number yielded by this calculation is the 90th percentile level, for systems serving 100 or more people.
(iii) For water systems serving fewer than 100 people, the 90th percentile level is computed by taking the average of the highest two sample results.
(iv) For a public water system that has been allowed by the executive director to collect fewer than five samples in accordance with subsection (c)(1)(F) of this section, the sample result with the highest concentration is considered the 90th percentile value.
(B) A sample invalidated under this section does not count toward determining lead or copper 90th percentile levels or toward meeting the minimum number of tap sample requirements.
(C) Monitoring approved by the executive director and conducted by systems in addition to the minimum requirements of this section shall be considered by the executive director in making any determination of compliance.
(D) The system is in compliance with the lead or copper action levels if the 90th percentile level of lead or copper, respectively, is equal to or less than the action levels specified in subsection (b)(1) of this section.
(2) Compliance determination for water quality parameters. If a water system fails to meet the OWQP values or ranges approved by the executive director, it is out of compliance with this section. WQP confirmation sample results will be included in compliance determination.
(A) A OWQP-range excursion occurs whenever the daily value for one or more WQPs measured at a sampling location is below a minimum value or outside a range approved by the executive director. The executive director has the discretion to delete results of obvious sampling errors from this calculation. Daily values are calculated as follows.
(i) Water systems that collect more than one WQP measurement in one day must record the daily value as an average of all WQP values collected during the day regardless of whether the measurements are collected through continuous monitoring, grab sampling, or a combination of both.
(ii) On days when only one measurement for the WQP is collected at the sampling location, the daily value shall be the result of that measurement.
(iii) On days when no measurement is collected for the WQP at the sampling location, the daily value last calculated on the most recent day shall serve as the daily value.
(B) Compliance periods for this paragraph are two six-month periods, January 1 to June 30, and July 1 to December 31. A water system is out of compliance with this subsection for a six-month period if the water system has OWQP excursions for any approved range for more than nine days during that period.
(C) The results of any monitoring conducted in addition to the minimum requirements of this section shall be considered by the system and the executive director in making any determinations under this section.
(D) The executive director may delete results of obvious sampling errors from this calculation.
(3) Compliance determination for source water treatment. A system required to install and operate source water treatment for lead or copper under subsection (g) of this section is out of compliance if the level of lead or copper in any sample collected under subsection (d)(2)(D)(v) of this section is greater than the MPL designated by the executive director. The initial and confirmation sample shall be averaged in determining compliance. Any sample value below the method detection limit shall be considered to be zero. Any value above the method detection limit but below the PQL shall either be considered as the measured value or be considered one-half the PQL.
(4) Compliance determination for public education. Failure to deliver public education materials required under subsection (k) of this section to customers is a public notification violation. Failure to certify delivery of public education materials to the executive director is a reporting violation.
(5) Failure to conduct or report any requirements of this section shall constitute a monitoring, reporting or treatment technique violation and shall be a violation of these standards.
(m) Lead service line replacement. The provisions of 40 CFR § 141.84 and § 141.90(e) relating to lead service line replacement are adopted by reference. 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 40 CFR § 141.84. Any such water system shall submit reports required under 40 CFR § 141.90(e).
(n) Additional sampling. The executive director may require systems to sample at additional times or locations in order to ensure that systems maintain minimal levels of corrosion in the distribution system.

30 Tex. Admin. Code § 290.117

The provisions of this §290.117 adopted to be effective September 13, 2000, 25 TexReg 8880; amended to be effective May 16, 2002, 27 TexReg 4127; amended to be effective February 19, 2004, 29 TexReg 1373; amended to be effective January 9, 2008, 33 TexReg 198; amended to be effective May 15, 2011, 36 TexReg 2860; Amended by Texas Register, Volume 42, Number 12, March 24, 2017, TexReg 1519, eff. 3/30/2017