TITLE 30.ENVIRONMENTAL QUALITY

Part 1. TEXAS NATURAL RESOURCE CONSERVATION COMMISSION

Chapter 115. CONTROL OF AIR POLLUTION FROM VOLATILE ORGANIC COMPOUNDS

The Texas Natural Resource Conservation Commission (commission) adopts amendments to Subchapter A, Definitions, §115.10; Subchapter B, General Volatile Organic Compound Sources, §§115.113, 115.116, 115.117, 115.132, 115.133, 115.136, 115.137, 115.139, 115.140, 115.145, 115.147, 115.153, 115.159, 115.161, and 115.169; Subchapter C, Volatile Organic Compound Transfer Operations, §115.214; Subchapter D, Petroleum Refining, Natural Gas Processing, and Petrochemical Processes, §§115.311 - 115.313, 115.316, 115.319, 115.322, 115.325 - 115.327, 115.352, 115.353, 115.355 - 115.357, and 115.359; Subchapter E, Solvent-Using Processes, §§115.420 - 115.422, 115.440, 115.442, 115.445, and 115.446; Subchapter F, Miscellaneous Industrial Sources, §§115.532, 115.533, 115.535, 115.539, 115.541 - 115.543, 115.545 - 115.547, 115.549, 115.552, and 115.559; and Subchapter J, Administrative Provisions, §§115.910 - 115.916, 115.920, 115.923, 115.930, 115.932, 115.934, and 115.940. These sections will be submitted to the United States Environmental Protection Agency (EPA) as revisions to the state implementation plan (SIP).

Sections 115.326, 115.355, 115.446, and 115.915 are adopted with changes to the proposed text as published in the January 4, 2002 issue of the Texas Register (27 TexReg 49). Sections 115.10, 115.113, 115.116, 115.117, 115.132, 115.133, 115.136, 115.137, 115.139, 115.140, 115.145, 115.147, 115.153, 115.159, 115.161, 115.169, 115.214, 115.311 - 115.313, 115.316, 115.319, 115.322, 115.325, 115.327, 115.352, 115.353, 115.356, 115.357, 115.359, 115.420 - 115.422, 115.440, 115.442, 115.445, 115.532, 115.533, 115.535, 115.539, 115.541 - 115.543, 115.545 - 115.547, 115.549, 115.552, 115.559, 115.910 - 115.914, 115.916, 115.920, 115.923, 115.930, 115.932, 115.934, and 115.940 are adopted without changes to the proposed text and will not be republished.

BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE ADOPTED RULES

The commission adopts these amendments to Chapter 115, Control of Air Pollution from Volatile Organic Compounds (VOC), and revisions to the SIP in order to make a variety of changes which clarify and add flexibility to existing requirements, correct technical and typographical errors, update references to terms, and delete redundant language.

SECTION BY SECTION DISCUSSION

Throughout this rulemaking the outdated term "undesignated head" is replaced with the proper term "division" in response to revised Texas Register rules published in the February 13, 1998 issue of the Texas Register (23 TexReg 1289). Also throughout the rulemaking, the term "Centigrade" is replaced with the term "Celsius" which is now the term commonly used to describe this temperature scale. In a separate rulemaking published in the July 16, 1999 issue of the Texas Register (24 TexReg 5490), the commission added a definition of vapor control system to §115.10 which is identical to the definition of vapor recovery system. This will facilitate a transition in the Chapter 115 rules to this term from the misleading term "vapor recovery system," which is defined to include both recovery and combustion control devices. Consequently, the adopted amendments also change references from "vapor recovery system" to "vapor control system" for clarification. Justification for these changes will not be discussed any further in this discussion other than to point out where each change has been made.

Additionally, formatting, punctuation, and other nonsubstantive corrections are made throughout the rulemaking as necessary. These corrections include the deletion of unnecessary section title references. These nonsubstantive corrections will not be discussed further.

Subchapter A, Definitions

The adopted amendment to §115.10, Definitions, revises the definition of marine terminal to clarify that both loading and unloading can occur at a marine terminal. This change is necessary for consistency with §115.214(a)(3)(B)(i) and (C), Inspection Requirements, which applies to unloading of VOC at marine terminals.

Subchapter B, General Volatile Organic Compound Sources

Division 1, Storage of Volatile Organic Compounds

The adopted amendments to §115.113, Alternate Control Requirements, incorporate Aransas, Bexar, Calhoun, Gregg, Matagorda, Nueces, San Patricio, Travis, and Victoria Counties into subsection (a), now implied, and delete all of subsections (b) and (c) which currently contain the alternate control requirements for these nine counties. The amendments to §115.113 also revise the term "section" (which should have been "undesignated head") to "division." Finally, the amendments to §115.113 change "executive director" to lowercase for consistency with other divisions.

The adopted amendments to §115.116, Monitoring and Recordkeeping Requirements, abbreviate "EPA" because this term is defined in 30 TAC §3.2, Definitions, and delete the existing §115.116(a)(3)(D) and (b)(3)(D), which concern records associated with control device maintenance activities, because maintenance activities are already addressed in 30 TAC §101.7, Maintenance, Start-up and Shutdown Reporting, Recordkeeping, and Operational Requirements.

The adopted amendments to §115.117, Exemptions, revise the term "undesignated head" to "division," spell out "pounds per square inch absolute" (psia), and add an exemption for storage containers which have a storage capacity of no more than 1,000 gallons for consistency with Tables I(a), I(b), and II(a) in §115.112, Control Requirements.

Subchapter B, General Volatile Organic Compound Sources

Division 3, Water Separation

The adopted amendments to §115.132, Control Requirements, update the old term "standard exemption" with the correct term "permit by rule" and correct the reference to the Chapter 106 title to "Permits by Rule."

The adopted amendments to §115.133, Alternate Control Requirements, incorporate Aransas, Bexar, Calhoun, Gregg, Matagorda, Nueces, San Patricio, Travis, and Victoria Counties into subsection (a), now implied, and delete all of subsections (b) and (c), which currently contain the alternate control requirements for these nine counties. The amendments to §115.133 also revise the term "section" (which should have been "undesignated head") to "division." Finally, the amendments to §115.133 change "executive director" to lower-case for consistency with other divisions.

The adopted amendments to §115.136, Monitoring and Recordkeeping Requirements, abbreviate "EPA" because this term is defined in §3.2, and delete the existing §115.136(a)(2)(D) and (b)(2)(D), which concern records associated with control device maintenance activities, because maintenance activities are already addressed in §101.7.

The adopted amendments to §115.137, Exemptions, revise the term "undesignated head" to "division," spell out "pounds per square inch absolute," and change a reference from "vapor recovery system" to "vapor control system."

The adopted amendment to §115.139, Counties and Compliance Schedule, revises the term "undesignated head" to "division."

Subchapter B, General Volatile Organic Compound Sources

Division 4, Industrial Wastewater

The adopted amendment to §115.140, Industrial Wastewater Definitions, replaces "Texas Natural Resource Conservation Commission" with "commission" for consistency with the commission's style guidelines.

The adopted amendments to §115.145, Approved Test Methods, correct a punctuation error and delete unnecessary section title references.

The adopted amendments to §115.147, Exemptions, correct the term "portion" to "division" and correct the formatting of the numerical number "10" to the term "ten." The amendments to §115.147 also clarify the applicability of the exemption available under §115.147(3) by changing the reference to "the requirements of this division" to "the control requirements of §115.142." This exemption was initially added to ensure that duplication of control requirements did not occur. However, the exemption was not added to make the rule less stringent than control requirements that were already in place (i.e., the VOC/water separator rules). The amendments clarify this intent.

Subchapter B, General Volatile Organic Compound Sources

Division 5, Municipal Solid Waste Landfills

The adopted amendment to §115.153, Alternate Control Methods, revises the term "undesignated head" to "division."

The adopted amendments to §115.159, Counties and Compliance Schedule, revise the term "undesignated head" to "division" and revise the phrase "be in compliance" to "demonstrate compliance" to emphasize the testing, monitoring and recordkeeping, and determination of mass emissions and flow rates.

Subchapter B, General Volatile Organic Compound Sources

Division 6, Batch Processes

The adopted amendment to §115.161, Applicability, adds a reference to §115.167(2)(A). This revision is necessary to ensure that vent gas streams which are currently subject to the requirements of Subchapter B, General Volatile Organic Compound Sources, Division 2, Vent Gas Control, remain controlled under that division if they are not required to be controlled under §115.162, Control Requirements, because they qualify for the exemption under §115.167(2)(A).

The adopted amendment to §115.169, Counties and Compliance Schedule, revises the phrase "be in compliance" to "demonstrate compliance" to emphasize the testing, monitoring and recordkeeping, and determination of mass emissions and flow rates.

Subchapter C, Volatile Organic Compound Transfer Operations

Division 1, Loading and Unloading of Volatile Organic Compounds

The adopted amendments to §115.214, Inspection Requirements, add the phrase "to or from transport vessels" to the catchlines in subsections (a)(1) and (b)(1) to more accurately describe the requirements of these paragraphs. The amendments to §115.214 also correct a typographical error in §115.214(b)(1)(D)(ii) by changing a reference from §115.213(b) to §115.213(c).

Subchapter D, Petroleum Refining, Natural Gas Processing, and Petrochemical Processes

Division 1, Process Unit Turnaround and Vacuum-Producing Systems in Petroleum Refineries

The adopted amendments to §115.311, Emission Specifications, correct a typographical error in §115.311(a)(1) and (2) by changing references from §115.312(a) to §115.312(a)(2).

The adopted amendments to §115.312, Control Requirements, change "Centigrade" to "Celsius" in §115.312(a)(2)(A) and (b)(2)(A), and change "vapor recovery system" to "vapor control system" in §115.312(a)(2)(C) and (b)(2)(C). In addition, the amendments to §115.312 replace the phrase "volatile organic compound (VOC)" with the acronym "VOC" because this acronym was previously established within the section.

The adopted amendments to §115.313, Alternate Control Requirements, incorporate Gregg, Nueces, and Victoria Counties into subsection (a), now implied, and delete all of subsection (b), which currently contains the alternate control requirements for these three counties. The amendments to §115.313 also revise the term "undesignated head" to "division."

The adopted amendments to §115.316, Monitoring and Recordkeeping Requirements, delete the existing §115.316(a)(1)(D) and (b)(1)(D), which concern records associated with control device maintenance activities, because maintenance activities are already addressed in §101.7. The amendments to §115.316 also update references from the "Texas Air Control Board" and "TACB" (one of the commission's predecessor agencies) to "executive director" for consistency with the commission's style guidelines and abbreviate "EPA" because this term is defined in §3.2, Definitions.

The adopted amendment to §115.319, Counties and Compliance Schedules, revises the term "undesignated head" to "division."

Subchapter D, Petroleum Refining, Natural Gas Processing, and Petrochemical Processes

Division 2, Fugitive Emission Control in Petroleum Refineries in Gregg, Nueces, and Victoria Counties

The adopted amendments to §115.322, Control Requirements, revise the phrase "safety pressure relief valves" in §115.322(4) to "pressure relief valves" for consistency with other sections in Chapter 115. The amendments to §115.322 also revise §115.322(5), which requires that pipeline valves and pressure relief valves in gaseous VOC service be marked in some manner that will be readily obvious to monitoring personnel, by adding an option that the owner or operator may choose to monitor all components in liquid service on the schedule for components in gaseous service specified in §115.324(2), Inspection Requirements. This option will result in more frequent monitoring of components in liquid service, but will add flexibility for owners or operators to be able to choose which option will be most efficient and effective for their refinery.

The adopted amendments to §115.325, Testing Requirements, change "Centigrade" to "Celsius" and spell out "American Petroleum Institute."

The adopted amendments to §115.326, Recordkeeping Requirements, spell out and acronym "parts per million by volume (ppmv)" and revise the recordkeeping requirements for consistency with the fugitive emissions monitoring program required by §115.324. Specifically, the amendments add requirements for keeping records of the date the component was monitored, the results of the monitoring (in ppmv), the test method used (Test Method 21, or sight/sound/smell), and the date on which a first attempt at repair was made to a leaking component. In the proposed language, the existing §115.326(2)(H) was to remain but be renumbered to become §115.326(2)(G)(v). However, in the January 4, 2002 issue of the Texas Register (27 TexReg 65), the existing language, "those leaks that cannot be repaired until turnaround," was incorrectly struck through as being deleted. A correction was published in the March 29, 2002 issue of the Texas Register (27 TexReg 2589). For clarity, this section is adopted with changes to indicate that the existing language is to remain as new §115.326(2)(G)(v).

The adopted amendments to §115.327, Exemptions, revise the term "these sections" (which should have been "this undesignated head") to "division" and spell out and acronym "pounds per square inch absolute (psia)" and "centimeters (cm)." The amendments to §115.327 also correct the formatting of the numerical number "5" to the word "five."

Subchapter D, Petroleum Refining, Natural Gas Processing, and Petrochemical Processes

Division 3, Fugitive Emission Control in Petroleum Refining, Natural Gas/Gasoline Processing, and Petrochemical Processes in Ozone Nonattainment Areas

The adopted amendment to §115.352, Control Requirements, revises the phrase "safety pressure relief valves" in §115.322(4) to "pressure relief valves" for consistency with other sections in Chapter 115.

The adopted amendment to §115.353, Alternate Control Requirements, revises the term "undesignated head" to "division."

The adopted amendments to §115.355, Testing Requirements, revise the term "undesignated head" to "division," correct the title of the division, and spell out and acronym "American Petroleum Institute (API)." The commission proposed to include a reference in §115.355(1) to calibration at 500 ppmv for Test Method 21 but has determined to retain the current requirement for calibration at 10,000 ppmv because a leak is defined as 10,000 ppmv for certain components.

The adopted amendments to §115.356, Recordkeeping Requirements, revise the recordkeeping requirements for consistency with the fugitive emissions monitoring program required by §115.354 by adding a requirement for keeping records of the date on which a first attempt at repair was made to a leaking component. The amendments to §115.356 also abbreviate "EPA" because this term is defined in §3.2.

The adopted amendments to §115.357, Exemptions, revise the term "undesignated head" to "division" in §115.357(2) and (6) - (8) and add the title of the division to §115.357(2). In addition, the amendments to §115.357 spell out and acronym "volatile organic compound (VOC)" and "parts per million by volume (ppmv)" and acronym the term "pounds per square inch absolute" as "psia."

The adopted amendments to §115.359, Counties and Compliance Schedules, add a reference to the division in place of a reference to the sections in the division for brevity and clarity, and replace language which is obsolete due to the passing of a November 15, 1996 compliance date with new language stating that all affected persons in Brazoria, Chambers, Collin, Dallas, Denton, El Paso, Fort Bend, Galveston, Hardin, Harris, Jefferson, Liberty, Montgomery, Orange, Tarrant, and Waller Counties shall continue to comply with this division (relating to Fugitive Emission Control in Petroleum Refining, Natural Gas/Gasoline Processing, and Petrochemical Processes in Ozone Nonattainment Areas) as required by §115.930 (relating to Compliance Dates).

Subchapter E, Solvent-Using Processes

Division 2, Surface Coating Processes

The adopted amendments to Subchapter E include revising the subchapter title from "Solvent- Using Process" to "Solvent-Using Processes" in order to more accurately describe the contents of this subchapter.

The adopted amendments to §115.420, Surface Coating Definitions, add a definition of hydrocarbon-based cleaning solvent to §115.420(b)(1) which is consistent with the requirements for hydrocarbon-based cleaning solvents specified in Table 1 - Composition Requirements for Approved Cleaning Solvents of 40 Code of Federal Regulations (CFR) §63.744, Standards: Cleaning operations. The EPA's Control of Volatile Organic Compound Emissions from Coating Operations at Aerospace Manufacturing and Rework Operations (aerospace Control Techniques Guideline (CTG)) was the basis for the adoption of the aerospace coating requirements which were added to the Surface Coating Processes Division effective July 20, 2000, as published in the July 14, 2000 issue of the Texas Register (25 TexReg 6752). The July 2000 adopted rule language was based on rule language provided in the Aerospace Manufacturing and Rework Operations Model Rule, found in Appendix B of the aerospace CTG. In the aerospace CTG's model rule, however, hydrocarbon-based cleaning solvents specified in Table 1 of 40 CFR §63.744 were inadvertently not exempted from the housekeeping measures, thereby creating an inconsistency between the Chapter 115 aerospace rules and 40 CFR §63.744.

The adopted amendments to §115.420(b)(1) also renumber subsequent definitions to accommodate the new definition of "hydrocarbon-based cleaning solvent," correct the abbreviation for "basecoat/clearcoat" in §115.420(b)(12)(B)(i), and correct the variable "i" to "e" in the first summation sign in the denominator of the definition of "VOC composite vapor pressure" in the renumbered §115.420(b)(1)(EEEE).

The adopted amendments to §115.421, Emission Specifications, revise §115.421(a)(11) to clarify that the exemption for separate coating formulations in volumes less than 50 gallons per year to a maximum of 200 gallons per year for all such formulations applies to the total usage of these coatings at the account. The amendments also clarify that the term "formulations" refers to coating formulations and clarify that the term "antique aerospace" refers to antique aerospace vehicles.

The adopted amendment to §115.422, Control Requirements, adds "hydrocarbon-based cleaning solvents" to the list of cleaning solvents that are exempt from the housekeeping measures for the reasons explained in the discussion of §115.420.

Subchapter E, Solvent-Using Processes

Division 4, Offset Lithographic Printing

The adopted amendment to §115.440, Offset Printing Definitions, adds a new §115.440(10) to define "VOC composite partial pressure," which is necessary due to the adopted new §115.442(1)(F)(iii).

The amendments to §115.442, Control Requirements, add a new §115.442(1)(F)(iii) to give an additional option for meeting VOC reduction requirements by using cleaning solutions with a VOC composite partial vapor pressure less than or equal to ten millimeters of mercury (mm Hg) at 20 degrees Celsius (68 degrees Fahrenheit). This revision is needed to provide additional flexibility in this rule to encourage the use of low vapor pressure cleaning solutions which have lower VOC emissions than conventional cleaning solutions. The amendments also spell out and acronym "parts per million by volume (ppmv)" in §115.442(2).

The adopted amendments to §115.445, Approved Test Methods, abbreviate "EPA" in §115.445(5) because this term is defined in §3.2, and add a needed section symbol for a federal regulation citation along with the effective date of October 18, 1983 for the federal regulations.

The adopted amendments to §115.446, Monitoring and Recordkeeping Requirements, revise the temperature monitoring device accuracy requirement in §115.446(1) to include an option that the accuracy be ±1.0% of the temperature being monitored. In response to comment, §115.446(3) was revised to clarify that the requirement that the dryer be maintained at negative pressure applies only when the press is operating. The amendments to §115.446 also revise §115.446(5) to add an option for the monitoring and recording of temperature readings with respect to fountain solutions. These revisions are needed to provide additional flexibility in the rule for consistency with the offset printing CTG and other federal guidance. In addition, the amendments to §115.446 change a reference from "§115.442(1)(A) - (D)" to "§115.442(1)(A), (C), or (D) " because §115.442(1)(B) does not include fountain solution refrigeration as an option. Also in response to comment, a reference in §115.446(6) was corrected from "continuous cleaning equipment" to "automatic cleaning equipment" for consistency with the terminology used in the offset printing industry.

Subchapter F, Miscellaneous Industrial Sources

Division 2, Pharmaceutical Manufacturing Facilities

The adopted amendments to §115.532, Control Requirements, update the old term "standard exemption" with the correct term "permit by rule" and correct the reference to the title of Chapter 106 to "Permits by Rule."

The adopted amendments to §115.533, Alternate Control Requirements, incorporate Gregg, Nueces, and Victoria Counties into subsection (a), now implied, and delete all of subsection (b) which currently contains the alternate control requirements for these three counties. The amendments to §115.533 also revise the term "undesignated head" to "division."

The adopted amendments to §115.535, Testing Requirements, revise the term "undesignated head" to "division."

The adopted amendment to §115.539, Counties and Compliance Schedules, revises the term "undesignated head" to "division."

Subchapter F, Miscellaneous Industrial Sources

Division 3, Degassing or Cleaning of Stationary, Marine, and Transport Vessels

The adopted amendments to §115.541, Emission Specifications, update references in §115.541(b) and (b)(5) to the definition of "marine vessel," which was previously relocated from §115.10 to §101.1.

The adopted amendment to §115.542, Control Requirements, corrects a reference in §115.542(b)(4) to reflect the common usage of the term "lower explosive limit (LEL)."

The adopted amendments to §115.543, Alternate Control Requirements, revise the term "undesignated head" to "division," and change "executive director" to lowercase for consistency with other divisions.

The adopted amendments to §115.545, Approved Test Methods, reference an additional vapor-tightness test available under 40 CFR §63.565(c). The inclusion of this second test method for determining marine vessel vapor tightness will provide additional flexibility. The amendments also add effective dates for the federal regulations cited.

The adopted amendments to §115.546, Monitoring and Recordkeeping Requirements, update a reference from the "Texas Natural Resource Conservation Commission" to "executive director" for consistency with the commission's style guidelines and abbreviate "EPA" because this term is defined in §3.2. The amendments to §115.546 also delete the existing §115.546(2)(D), which concerns records associated with control device maintenance activities, because maintenance activities are already addressed in §101.7 and add an effective date for the federal regulation cited.

The adopted amendments to §115.547, Exemptions, revise the term "undesignated head" to "division" in §115.547(1), (2), and (5), add the division title to the first reference to the division, add language necessary to complete the sentence in paragraph (3), and revise paragraph (4) by correcting a reference from §115.541(3) to §115.541(b).

The adopted amendments to §115.549, Counties and Compliance Schedules, delete an incorrect reference to "El Paso" in §115.549(a), revise the term "undesignated head" to "division," and revise references to "Texas Natural Resource Conservation Commission" or "TNRCC" to "commission" for consistency with the commission's style guidelines. The amendments to §115.549 also replace language in §115.549(a) which is obsolete due to the passing of a November 15, 1996 compliance date with new language stating that all affected persons in Brazoria, Chambers, Fort Bend, Galveston, Hardin, Harris, Jefferson, Liberty, Montgomery, Orange, and Waller Counties shall continue to comply with this division (relating to Degassing or Cleaning of Stationary, Marine, and Transport Vessels) as required by §115.930 (relating to Compliance Dates).

Subchapter F, Miscellaneous Industrial Sources

Division 4, Petroleum Dry Cleaning Systems

The adopted amendments to §115.552, Control Requirements, update the old term "standard exemption" with the correct term "permit by rule" and correct the reference to the title of Chapter 106 to "Permits by Rule." In addition, the amendments to §115.552 correct the phrase "concerning" in §115.552(b)(1) to the phrase "relating to" for consistency with other divisions.

The adopted amendments to §115.559, Counties and Compliance Schedules, revise a reference from "Texas Natural Resource Conservation Commission" to "commission" for consistency with the commission's style guidelines, add a reference to the division in place of a reference to the sections in the division for brevity and clarity, and change "National Ambient Air Quality Standard" to lowercase for consistency with other divisions.

Subchapter J, Administrative Provisions

Division 1, Alternate Means of Control

The adopted amendments to §115.910, Availability of Alternate Means of Control, revise the term "undesignated head" to "division" and reference the division title, abbreviate "EPA" because this term is defined in §3.2, and correct references to titles of sections in Division 1.

The adopted amendments to §115.911, Criteria for Approval of Alternate Means of Control, delete an unnecessary reference to "Texas Natural Resource Conservation Commission" in §115.910(1), correct the formatting of section references in §115.910(6), delete unnecessary references to the title of Chapter 115 in §115.910(4) and (6), and revise references from "TNRCC" to "commission" in §115.910(10) for consistency with the commission's style guidelines.

The adopted amendments to §115.912, Calculations for Determining AMOC Reductions, revise the title of this section to "Calculations for Determining Alternate Means of Control Reductions" for consistency with the other section titles in Division 1. The amendments to §115.912 also spell out and acronym "alternate means of control (AMOC)" in §115.912(a)(1), abbreviate this term in §115.912(b), and revise §115.912(c) by correcting a reference to the title of §115.911.

The adopted amendments to §115.913, Procedures for Alternate Means of Control Plan Submittal, abbreviate "EPA" because this term is defined in §3.2, and delete unnecessary references to "Texas Natural Resource Conservation Commission" or "TNRCC" in §115.913(a) and (b)(1) and (9).

The adopted amendments to §115.914, Procedures for Alternate Means of Control Plan Approval, abbreviate "EPA" because this term is defined in §3.2, revise references from "TNRCC" to "commission" in §115.914(8) for consistency with the commission's style guidelines, and delete unnecessary references to "Texas Natural Resource Conservation Commission" or "TNRCC."

The adopted amendments to §115.915, Public Notice Format, delete unnecessary references to "Texas Natural Resource Conservation Commission" or "TNRCC" in §115.915(a), (b)(7) and (11) , and (c). The amendments to §115.915 also abbreviate "EPA" in §115.915(b)(7) because this term is defined in §3.2, and revise references from "TNRCC" to "executive director" in §115.915(b)(1) and (c) for consistency with the commission's style guidelines. It has come to the commission's attention that a parentheses in §115.915(b)(7) was inadvertently proposed for deletion. The commission has corrected this error.

The adopted amendments to §115.916, Review of Approved Alternate Means of Control Plans and Termination of Alternate Means of Control Plans, revise the term "undesignated head" to "division," add the division title to the first reference to the division, and revise a reference from "TNRCC" to "executive director" in §115.916(d) for consistency with the commission's style guidelines. The amendments to §115.916 also add EPA and any local air pollution control agency having jurisdiction as entities to which a copy of an approved AMOC plan must be provided upon request. This is consistent with the underlying recordkeeping requirements of Chapter 115.

Subchapter J, Administrative Provisions

Division 2, Early Reductions

The adopted amendments to §115.920, Applicability, revise a reference from "Texas Natural Resource Conservation Commission (TNRCC)" to "executive director" for consistency with the commission's style guidelines, correct a referenced section title in §115.920(3), and spell out "Code of Federal Regulations."

The adopted amendments to §115.923, Documentation, revise the term "undesignated head" to "division" and reference the division title, delete an unnecessary reference to "TNRCC" in §115.923(b) for consistency with the commission's style guidelines.

Subchapter J, Administrative Provisions

Division 3, Compliance and Control Plan Requirements

The adopted amendments to §115.930, Compliance Dates, revise the term "undesignated head" to "division" for consistency with the commission's style guidelines.

The adopted amendments to §115.932, Control Plan Procedure, revise a reference from "Texas Natural Resource Conservation Commission (TNRCC)" to "executive director" for consistency with the commission's style guidelines, delete an unnecessary reference to the title of Chapter 115, and correct the term "regulation" to "chapter."

The adopted amendments to §115.934, Control Plan Deviation, update references from the "Texas Air Control Board" and "TACB" (one of the commission's predecessor agencies) to "executive director" for consistency with the commission's style guidelines, correct the term "regulation" to "chapter," and abbreviate "EPA" because this term is defined in §3.2.

The adopted amendment to §115.940, Equivalency Determination, abbreviates "EPA" because this term is defined in §3.2.

FINAL REGULATORY IMPACT ANALYSIS DETERMINATION

The commission reviewed the rulemaking in light of the regulatory analysis requirements of Texas Government Code, §2001.0225, and determined that this rulemaking is not subject to §2001.0025 because it does not meet the definition of a "major environmental rule" as defined in that statute. "Major environmental rule" means a rule the specific intent of which is to protect the environment or reduce risks to human health from environmental exposure and that may adversely affect in a material way the economy, productivity, competition, jobs, the environment, or the public health and safety of the state or a sector of the state.

This rulemaking is not a major environmental rule because its primary purpose is to clarify procedural and technical requirements for facilities subject to Chapter 115 rules. Specifically, the amended sections clarify and add flexibility to existing requirements, correct technical and typographical errors, update references to terms, delete redundant language, and ensure adequate recordkeeping to document compliance with the Chapter 115 fugitive monitoring programs. Also, the fiscal impacts associated with this rulemaking are not anticipated to be significant.

In addition, a regulatory impact analysis is not required because the adopted rules do not meet any of the four applicability criteria for requiring a regulatory analysis of a "major environmental rule" as defined in the Texas Government Code. Section 2001.0225 applies only to a major environmental rule the result of which is to: 1) exceed a standard set by federal law, unless the rule is specifically required by state law; 2) exceed an express requirement of state law, unless the rule is specifically required by federal law; 3) exceed a requirement of a delegation agreement or contract between the state and an agency or representative of the federal government to implement a state and federal program; or 4) adopt a rule solely under the general powers of the agency instead of under a specific state law. This rulemaking does not exceed a standard set by federal law, and the adopted technical requirements are consistent with applicable federal standards. In addition, this rulemaking does not exceed an express requirement of state law and is not adopted solely under the general powers of the agency, but is specifically authorized by the provisions cited in the STATUTORY AUTHORITY section of this preamble. Finally, this rulemaking does not exceed a requirement of a delegation agreement or contract to implement a state and federal program. The commission invited public comment on the draft regulatory impact analysis determination, and no comments were received.

TAKINGS IMPACT ASSESSMENT

The commission evaluated this rulemaking action and performed an analysis of whether the adopted rules are subject to Texas Government Code, Chapter 2007. The primary purpose of the rulemaking is to revise specific rules in Chapter 115 to clarify and add flexibility to existing requirements, correct errors, update references, and delete redundant and obsolete language. Promulgation and enforcement of these adopted rules would be neither a statutory nor a constitutional taking because they do not affect private real property. Specifically, the adopted rules do not affect a landowner's rights in private real property because this rulemaking does not burden (constitutionally), nor restrict or limit the owner's right to property and reduce its value by 25% or more beyond that which would otherwise exist in the absence of the rules. Therefore, these adopted rules will not constitute a takings under Texas Government Code, Chapter 2007.

CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM

The commission reviewed these adopted rules and found that they are identified in Coastal Coordination Act Implementation Rules, 31 TAC §505.11, or will affect an action/authorization identified in Coastal Coordination Act Implementation Rules, 31 TAC §505.11, and therefore will require that applicable goals and policies of the Texas Coastal Management Program (CMP) be considered during the rulemaking process.

The commission prepared a preliminary consistency determination for the rulemaking pursuant to 31 TAC §505.22 and found the rulemaking is consistent with the applicable CMP goals and policies. The CMP goal applicable to this rulemaking action is the goal to protect, preserve, and enhance the diversity, quality, quantity, functions, and values of coastal natural resource areas (31 TAC §501.12(1)). No new sources of air contaminants will be authorized. The CMP policy applicable to this rulemaking action is the policy that commission rules comply with regulations in 40 CFR, to protect and enhance air quality in the coastal area (31 TAC §501.14(q)). This rulemaking action complies with 40 CFR. Therefore, in compliance with 31 TAC §505.22(e), this rulemaking action is consistent with CMP goals and policies. The commission invited public comment on the consistency of the rulemaking with the CMP, and no comments were received.

EFFECT ON SITES SUBJECT TO THE FEDERAL OPERATING PERMIT PROGRAM

Chapter 115 is an applicable requirement under 30 TAC Chapter 122; therefore, owners or operators subject to the Federal Operating Permit Program must, consistent with the revision process in Chapter 122, revise their operating permits to include the revised Chapter 115 requirements for each emission unit affected by the revisions to Chapter 115 at their sites.

HEARING AND COMMENTERS

A public hearing was offered in Austin, Texas on January 23, 2002, and the public comment period closed on January 23, 2002. Three commenters submitted testimony on the proposal. Dow Chemical Company (Dow); Graphic Arts Technical Foundation (GATF); and Sierra Club - Houston Regional Group (Sierra-Houston) supported the proposed revisions to Chapter 115, but suggested changes or clarifications.

RESPONSE TO COMMENT

Sierra-Houston supported the proposed revisions to the definition of marine terminal in §115.10(20).

The commission appreciates the support.

Sierra-Houston objected to the proposed deletion of §§115.116(a)(3)(D) and (b)(3)(D); 115.136(a)(2)(D) and (b)(2)(D); and 115.316(a)(1)(D) and (b)(1)(D), which currently requires records of the date and reason for any maintenance and repair of the required control devices and the estimated quantity and duration of VOC emissions during such activities. Sierra-Houston commented that while maintenance activities are already addressed in §101.7, these existing rules are more comprehensive than §101.7 and should be retained because they provide a clear record to inspectors of how control devices have been operating.

The commission made no changes in response to the comment. The commission believes that there are other more appropriate locations within the rules that already contain requirements concerning recordkeeping related to maintenance activities; for example, the maintenance rules in §101.7. In a separate rulemaking, the commission proposed revisions to the Chapter 101 upset and maintenance rules (Rule Log No. 2001-075-101-AI) to address the requirements of House Bill 2912, 77th Legislature, 2001 (see the April 26, 2002 issue of the Texas Register (27 TexReg 3475)) . This rulemaking will provide an opportunity for comments on possible improvements to the maintenance activity requirements, including recordkeeping. The commission is also considering requiring that routine maintenance be incorporated into new source review permits in a separate rulemaking (Rule Log No. 2001-043-116-AI). There is also a permit by rule, §106.263, that addresses routine maintenance activities.

Dow stated that a common control device is often used to control emissions from storage tanks, process vents, and VOC transfer operations and that it is not cost-effective for industry to comply with different monitoring requirements under two or more divisions within Chapter 115. Dow suggested that §115.116(a)(3) and (b)(3) be revised to include temperature monitoring of pressure swing adsorption (PSA) carbon adsorption systems as an alternative to monitoring VOC concentration. Dow recommended that the suggested changes for §115.116(a)(3) and (b)(3) also be made to §§115.126(1)(A), 115.136(a)(2) and (b)(2), 115.144(3), 115.166(1)(A), 115.216(1)(A), and 115.546(2) to ensure that the requirements of these rules are as consistent as possible for PSA units. In addition, Dow noted that §115.126(1)(C) and §115.216(1)(C) establish the requirements for maintaining records of appropriate operating parameters for control devices other than the common control devices (direct-flame incinerators, chillers, catalytic incinerators, carbon adsorption systems, flares, and vapor combustors) listed in §115.126(1)(A) and (B) and §115.216(1)(A) and (B). Dow suggested that similar language be added to §§115.116(a)(3) and (b)(3), 115.136(a)(2) and (b)(2), and 115.546(2).

No changes were proposed to §§115.126, 115.144, 115.166, and 115.216; therefore, the commission is prohibited by the Administrative Procedure Act (APA) from making any changes to these sections in the current rulemaking. However, the commission may evaluate the suggested changes in the future and, if appropriate, consider them for possible inclusion in future rulemaking.

In order for the consistency that the commenter desires to be put in place, specific requirements for flares and vapor combustors would have to be added to a number of sections, including some for which no changes were proposed and some which are currently open. However, the scope of the current rulemaking in the currently-open sections is limited to minor administrative and/or minor cleanup. Changes to add specific requirements for flares and vapor combustors cannot be made at this time since affected parties would not have had an opportunity for notice and comment on these potentially significant changes. Likewise, the commission believes that potential changes concerning PSA units would be best addressed comprehensively in the future. Therefore, the commission has made no changes in response to the comments.

Sierra-Houston supported the proposed revisions to §115.214(a)(1) and (b)(1) which clarify that transfer refers to both loading and unloading.

The commission appreciates the support.

Dow commented on §115.217 and suggested that an exemption from the vapor-tight testing requirements be provided for marine vessels certified to carry liquefied petroleum gas (LPG) by an appropriate regulatory body or agency (i.e., flag state, United States Coast Guard, classification society, etc.). Dow asserted that marine vessels that are suitable for carrying LPG will be essentially leak-free, because otherwise the vessel would be venting cargo as it sailed across the ocean, thereby having a cargo discrepancy as well as the possibility of a fire or explosion. Dow stated that if a vessel can carry LPG without annual vapor-tightness testing under §115.215(7), then the annual vapor- tightness test should not be required if the vessel also carries other VOCs that do not meet the definition of LPG.

No changes were proposed to §115.217; therefore, the commission is prohibited by the APA from making any changes to this section in the current rulemaking since affected parties would not have had an opportunity for notice and comment. However, the commission may evaluate the suggested changes in the future and, if appropriate, consider them for possible inclusion in future rulemaking. It should be noted that the LPG exemption dates from 1972, and that a closer examination potentially could result in a conclusion that the exemption should be deleted, rather than expanded as Dow has suggested.

Sierra-Houston supported the proposed revisions to §115.326(2)(D) - (G) and §115.356(1)(G)(ii), which require more comprehensive documentation for the leak detection and repair programs.

The commission appreciates the support.

GATF commented on §115.446(3), which requires that a heatset offset printing press dryer be operated at a lower pressure than the press room air pressure such that the air flows into the dryer at all times, with an air flow direction measuring device used to demonstrate 100% capture efficiency. GATF stated that most dryers are equipped with an interlocking system that automatically shuts down the press if the dryer fails or malfunctions. GATF suggested that §115.446(3) be revised such that a dryer equipped with an interlock is considered to be in compliance with the air direction flow monitoring requirement as well as the requirement for the dryer to be at negative pressure. GATF submitted a July 9, 1997 EPA letter from John Seitz, Director, Office of Air Quality Planning and Standards, to GATF which addresses capture efficiency at heatset offset printing presses.

Section 115.446(3) is included in the Chapter 115 offset printing rules to ensure that 100% of the emissions are captured and directed to the dryer. The commenter's suggested "interlock" language would simply confirm that the dryer is operating when the heatset press is in use, but would not ensure that the dryer is under negative pressure. The July 9, 1997 EPA letter states that the EPA's position is that " if a heatset web offset dryer is operating at negative pressure, then all of the heatset web offset lithographic printing ink oils that are not retained in the substrate can be assumed to be captured in the dryer and available for delivery from the dryer to a control device." (emphasis added) Consequently, it is clearly important to ensure that the dryer operates at a negative pressure.

The letter further states that the EPA's position is "that there is no need and no benefit in having heatset web offset lithographic printers conduct temporary total enclosure, or any other type of capture tests, to establish heatset web offset lithographic ink oil capture efficiency." The context of EPA's statement indicates that capture efficiency testing using either a temporary total enclosure or permanent total enclosure is not necessary, provided that the dryer operates at a negative pressure.

The air flow direction measuring device required by §115.446(3) provides a mechanism for demonstrating 100% capture efficiency without having to resort to the expense of conducting capture efficiency testing using either a temporary total enclosure or permanent total enclosure. For the reasons described earlier in the response to GATF's comment, the commission believes that it is appropriate to retain the requirement for using an air flow direction measuring device to demonstrate 100% capture efficiency. However, as currently written, §115.446(3) could be misinterpreted to mean that the dryer must be at negative pressure even when the press is not operating. Therefore, the commission has revised §115.446(3) to clarify that the requirement that the dryer be maintained at negative pressure applies only when the press is operating.

GATF commented on §115.446(6), which requires flow meters for offset printing presses equipped with continuous cleaning equipment, and stated that automatic cleaning systems do not continuously clean the blankets or rollers. GATF suggested that §115.446(6) be revised to include a reference to the cleaning solution requirements of §115.442(1)(F).

The requirements of §115.442(1)(F) apply in addition to the requirements of §115.446(6). Consequently, there is no reason to add the suggested reference. However, the commission has corrected §115.446(6) to refer to "automatic cleaning equipment" rather than "continuous cleaning equipment" for consistency with the terminology used in the offset printing industry.

Subchapter A. DEFINITIONS

30 TAC §115.10

STATUTORY AUTHORITY

The amendment is adopted under Texas Water Code (TWC), §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, Texas Clean Air Act (TCAA), §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202571

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


Subchapter B. GENERAL VOLATILE ORGANIC COMPOUND SOURCES

1. STORAGE OF VOLATILE ORGANIC COMPOUNDS

30 TAC §§115.113, 115.116, 115.117

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202572

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


3. WATER SEPARATION

30 TAC §§115.132, 115.133, 115.136, 115.137, 115.139

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202573

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


4. INDUSTRIAL WASTEWATER

30 TAC §§115.140, 115.145, 115.147

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202574

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


5. MUNICIPAL SOLID WASTE LANDFILLS

30 TAC §115.153, §115.159

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202575

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


6. BATCH PROCESSES

30 TAC §115.161, §115.169

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202576

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


Subchapter C. VOLATILE ORGANIC COMPOUND TRANSFER OPERATIONS

1. LOADING AND UNLOADING OF VOLATILE ORGANIC COMPOUNDS

30 TAC §115.214

STATUTORY AUTHORITY

The amendment is adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202577

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


Subchapter D. PETROLEUM REFINING, NATURAL GAS PROCESSING, AND PETROCHEMICAL PROCESSES

1. PROCESS UNIT TURNAROUND AND VACUUM-PRODUCING SYSTEMS IN PETROLEUM REFINERIES

30 TAC §§115.311 - 115.313, 115.316, 115.319

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202578

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


2. FUGITIVE EMISSION CONTROL IN PETROLEUM REFINERIES IN GREGG, NUECES, AND VICTORIA COUNTIES

30 TAC §§115.322, 115.325 - 115.327

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

§115.326.Recordkeeping Requirements.

For Gregg, Nueces, and Victoria Counties, the owner or operator of a petroleum refinery shall have the following recordkeeping requirements.

(1) Submit to the executive director a monitoring program plan. This plan shall contain, at a minimum, a list of the refinery units and the quarter in which they will be monitored, a copy of the log book format, and the make and model of the monitoring equipment to be used.

(2) Maintain a leaking-components monitoring log for all leaks of more than 10,000 parts per million by volume (ppmv) of volatile organic compound (VOC) detected by the monitoring program required by §115.324 of this title (relating to Inspection Requirements). This log shall contain, at a minimum, the following data:

(A) the name of the process unit where the component is located;

(B) the type of component (e.g., valve or seal);

(C) the tag number of the component;

(D) the date the component was monitored;

(E) the results of the monitoring (in ppmv);

(F) a record of the calibration of the monitoring instrument;

(G) if a component is found leaking:

(i) the date on which a leaking component is discovered;

(ii) the date on which a first attempt at repair was made to a leaking component;

(iii) the date on which a leaking component is repaired;

(iv) the date and instrument reading of the recheck procedure after a leaking component is repaired; and

(v) those leaks that cannot be repaired until turnaround;

(H) the total number of components checked and the total number of components found leaking; and

(I) the test method used (Test Method 21, or sight/sound/smell).

(3) Retain copies of the monitoring log for a minimum of two years after the date on which the record was made or the report prepared.

(4) Maintain all monitoring records for at least two years and make them available for review upon request by authorized representatives of the executive director, EPA, or local air pollution control agencies.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202579

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


3. FUGITIVE EMISSION CONTROL IN PETROLEUM REFINING, NATURAL GAS/GASOLINE PROCESSING, AND PETROCHEMICAL PROCESSES IN OZONE NONATTAINMENT AREAS

30 TAC §§115.352, 115.353, 115.355 - 115.357, 115.359

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

§115.355.Approved Test Methods.

For all affected persons in the Beaumont/Port Arthur, Dallas/Fort Worth, El Paso, and Houston/Galveston areas, compliance with this division (relating to Fugitive Emission Control in Petroleum Refining, Natural Gas/Gasoline Processing, and Petrochemical Processes in Ozone Nonattainment Areas) shall be determined by applying the following test methods, as appropriate:

(1) Test Method 21 (40 CFR 60, Appendix A) for determining volatile organic compound leaks;

(2) determination of true vapor pressure using American Society for Testing and Materials Test Methods D323-89, D2879, D4953, D5190, or D5191 for the measurement of Reid vapor pressure, adjusted for 68 degrees Fahrenheit (20 degrees Celsius) in accordance with American Petroleum Institute (API) Publication 2517, Third Edition, 1989;

(3) minor modifications to these test methods approved by the executive director; or

(4) equivalent determinations using published vapor pressure data or accepted engineering calculations.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202580

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


Subchapter E. SOLVENT-USING PROCESSES

2. SURFACE COATING PROCESSES

30 TAC §§115.420 - 115.422

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202581

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


4. OFFSET LITHOGRAPHIC PRINTING

30 TAC §§115.440, 115.442, 115.445, 115.446

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

§115.446.Monitoring and Recordkeeping Requirements.

For the Dallas/Fort Worth, El Paso, and Houston/Galveston areas as defined in §115.10 of this title (relating to Definitions), the following monitoring and recordkeeping requirements shall apply.

(1) The owner or operator of a heatset offset lithographic printing press shall install, calibrate, maintain, and operate a temperature monitoring device, according to the manufacturer's instructions, at the outlet of the control device. The temperature monitoring device shall be equipped with a continuous recorder and shall have an accuracy of ±0.5 degrees Fahrenheit, or alternatively ±1.0% of the temperature being monitored.

(2) The owner or operator of any offset lithographic printing press shall install and maintain monitors to continuously measure and record operational parameters of any emission control device installed to meet applicable control requirements on a regular basis. Such records must be sufficient to demonstrate proper functioning of those devices to design specifications, including:

(A) the exhaust gas temperature of direct-flame incinerators and/or the gas temperature immediately upstream and downstream of any catalyst bed;

(B) the total amount of volatile organic compound (VOC) recovered by a carbon adsorption or other solvent recovery system during a calendar month; and

(C) the exhaust gas VOC concentration of any carbon adsorption system, as defined in §115.10 of this title, to determine if breakthrough has occurred.

(3) The dryer pressure shall be maintained lower than the press room air pressure such that air flows into the dryer at all times when the offset lithographic printing press is operating. A 100% emissions capture efficiency for the dryer shall be demonstrated using an air flow direction measuring device.

(4) The owner or operator of any offset lithographic printing press shall monitor fountain solution alcohol concentration with a refractometer or a hydrometer that is corrected for temperature at least once per eight-hour shift or once per batch, whichever is longer. The refractometer or hydrometer shall have a visual, analog, or digital readout with an accuracy of 0.5% VOC. A standard solution shall be used to calibrate the refractometer for the type of alcohol used in the fountain. The VOC content of the fountain solution may be monitored with a conductivity meter if it is determined that a refractometer or hydrometer cannot be used for the type of VOCs in the fountain solution. The conductivity meter reading for the fountain solution shall be referenced to the conductivity of the incoming water.

(5) The owner or operator of any offset lithographic printing press using refrigeration equipment on the fountain solution in order to comply with §115.442(1)(A), (C), or (D) of this title (relating to Control Requirements) shall monitor the temperature of the fountain solution reservoir at least once per hour. Alternatively, the owner or operator of any offset lithographic printing press using refrigeration equipment on the fountain solution shall install, maintain, and continuously operate a temperature monitor of the fountain solution reservoir. The temperature monitor shall be attached to a continuous recording device such as a strip chart, recorder, or computer.

(6) For any offset lithographic printing press with automatic cleaning equipment, flow meters are required to monitor water and cleaning solution flow rates. The flow meters shall be calibrated so that the VOC content of the mixed solution complies with the requirements of §115.442 of this title.

(7) The owner or operator of any offset lithographic printing press shall maintain the results of any testing conducted at an affected facility in accordance with the provisions specified in §115.445 of this title (relating to Approved Test Methods).

(8) The owner or operator of any offset lithographic printing press shall maintain all records at the affected facility for at least two years and make such records available upon request to representatives of the executive director, EPA, or any local air pollution agency having jurisdiction in the area.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202582

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


Subchapter F. MISCELLANEOUS INDUSTRIAL SOURCES

2. PHARMACEUTICAL MANUFACTURING FACILITIES

30 TAC §§115.532, 115.533, 115.535, 115.539

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under the TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of the TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202583

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


3. DEGASSING OR CLEANING OF STATIONARY, MARINE, AND TRANSPORT VESSELS

30 TAC §§115.541 - 115.543, 115.545 - 115.547, 115.549

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202584

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


4. PETROLEUM DRY CLEANING SYSTEMS

30 TAC §115.552, §115.559

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202585

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


Subchapter J. ADMINISTRATIVE PROVISIONS

1. ALTERNATE MEANS OF CONTROL

30 TAC §§115.910 - 115.916

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

§115.915.Public Notice Format.

(a) Public notice shall be published in the public notice section of two successive issues of a newspaper of general circulation in or closest to the municipality in which the facility with the account affected by the alternative means of control (AMOC) plan is located.

(b) Public notice shall contain the following information:

(1) AMOC plan application number assigned by the executive director;

(2) AMOC applicant name;

(3) type of facility;

(4) a description of the location of the facility;

(5) a brief description of the AMOC plan;

(6) the executive director's preliminary determination to approve such plan;

(7) the locations and availability of copies of the proposed AMOC plan, related documentation, and the executive director's preliminary analysis of the plan (including the Austin and appropriate regional offices, any local pollution control program with jurisdiction over the account affected by the AMOC plan, and the EPA regional office);

(8) an announcement of the opportunity to submit written comments on the AMOC plan;

(9) the length of the public comment period (30 days from the final publication of this notice);

(10) the procedure for submission of written public comments concerning the proposed AMOC plan; and

(11) the name, address, and phone number of the regional office to be contacted for further information.

(c) The AMOC plan submitter shall provide proof of adequate notice to the executive director, EPA, and any local pollution control program with jurisdiction over the account affected by the AMOC plan before the executive director may take final action on the AMOC plan.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202586

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


2. EARLY REDUCTIONS

30 TAC §115.920, §115.923

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202587

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


3. COMPLIANCE AND CONTROL PLAN REQUIREMENTS

30 TAC §§115.930, 115.932, 115.934, 115.940

STATUTORY AUTHORITY

The amendments are adopted under TWC, §5.103, which authorizes the commission to adopt rules necessary to carry out its powers and duties under TWC; Texas Health and Safety Code, TCAA, §382.017, which provides the commission authority to adopt rules consistent with the policy and purposes of TCAA; §382.002, which establishes the commission's purpose to safeguard the state's air resources, consistent with the protection of public health, general welfare, and physical property; §382.011, which authorizes the commission to control the quality of the state's air; §382.012, which authorizes the commission to develop plans to protect the state's air; and §382.016, which authorizes the commission to require that records of the air contaminant emissions from a source or activity be made and maintained.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202588

Stephanie Bergeron

Director, Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: January 4, 2002

For further information, please call: (512) 239-4712


Chapter 290. PUBLIC DRINKING WATER

The Texas Natural Resource Conservation Commission (TNRCC or commission) adopts the amendments to Subchapter D, Rules and Regulations for Public Water Systems , §§290.38, 290.39, 290.41, 290.42, and 290.44 - 290.47; and Subchapter F, Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Water Supply Systems , §§290.102 - 290.104, 290.106 - 290.115, 290.117 - 290.119, 290.121, and 290.122. Sections 290.38, 290.42, 290.44, 290.46, 290.47, 290.102, 290.110, 290.111, and 290.122 are adopted with change to the proposed text as published in the February 1, 2002 issue of the Texas Register (27 TexReg 679). Sections 290.39, 290.41, 290.45, 290.103, 290.104, 290.106 - 290.109, 290.112 - 290.115, 290.117 - 290.119, and 290.121 are adopted without change to the proposed text and will not be republished.

BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE ADOPTED RULES

The commission adopted major revisions to Chapter 290 in the September 8, 2000 issue of the Texas Register (25 TexReg 8881), to implement state rules conforming to the federal Interim Enhanced Surface Water Treatment Rule (IESWTR) and the Stage I Disinfectant and Disinfection By-Product Rule (Stage 1 DBPR) as required by federal law (Safe Drinking Water Act (SDWA), 42 United States Code (USC), §§300g et seq .), and federal regulations under 40 Code of Federal Regulations (CFR) Parts 9, 141, and 142. After adopting these amendments, the commission discovered several minor typographical errors that needed to be corrected. With the current amendments, the commission adopts primarily technical and grammatical corrections to Chapter 290, Subchapters D and F. In addition to these corrections, the commission adopts amendments to incorporate the federal Public Notification Rule (40 CFR Parts 9, 141, 142, and 143; 65 Federal Register (FR) 25981 - 26049, May 4, 2000); incorporate the federal Lead/Copper Minor Revisions Rule (40 CFR Parts 9, 141, and 142; 65 FR 1949 - 2015, January 12, 2000); implement House Bill (HB) 217, Article 2, 77th Legislature, 2001; comply with Opinion JC-0453 issued on January 28, 2002, by the Office of the Attorney General; update references to lab related terminology prompted by HB 2912, §18.02, transferring certification of drinking water laboratories from the Texas Department of Health (TDH) to TNRCC; and adopt language from SDWA, 42 USC, §300g-1(b)(10), allowing two-year extensions to the effective dates for new regulations for maximum contaminant levels (MCLs) and treatment technique (TT) requirements when capital improvements are necessary to comply with the new requirements.

The executive director (ED) has reviewed the public health effects of using treatment techniques other than the control of total organic carbon (TOC) for limiting the formation of disinfection by- products. These alternatives may involve the use of disinfectants such as ozone, ultraviolet light, and chloramine that form fewer regulated disinfection by-products than chlorine, the primary disinfectant used by many public water systems. In the preamble to the proposed rulemaking, published in the February 1, 2002 issue of the Texas Register (27 TexReg 679), the commission stated that it might submit a proposal under the "Joint EPA/State Agreement to Pursue Regulatory Innovation" to pursue regulatory innovations designed to protect public health from disinfection by- products and requested comments regarding this idea. The commission received one comment regarding this request and addresses it in the RESPONSE TO COMMENTS portion of this preamble.

SECTION BY SECTION DISCUSSION

The commission has revised some of the proposed rule language for Chapter 290. Additionally, certain rewording is adopted throughout the two affected subchapters. The term "public drinking water program," which was used in the previous adoption to make clear to the regulated community the group within the commission that accepted their forms, letters, and other correspondence related to public water systems, has been replaced with the term "executive director," to conform to usage in other agency rules and the definitions in 30 TAC Chapter 3, Definitions , of the commission's rules. The term "Water Permits and Resource Management Division" has been replaced with "Water Supply Division" to reflect the most recent reorganization of the agency.

Subchapter D, Rules and Regulations for Public Water Systems

Adopted §290.38, Definitions , deletes the reference to "Glossary, Water and Wastewater Control Engineering," prepared by a joint editorial board representing the American Public Health Association, American Society of Civil Engineers, American Water Works Association, and the Water Pollution Control Federation and adds the reference to "The Drinking Water Dictionary, prepared by the American Water Works Association" to clarify that technical terms not defined in this chapter or in 40 CFR §141.2 have the meanings listed in "The Drinking Water Dictionary." Additionally, this section is renumbered to incorporate new definitions for "certified laboratory," "customer service line or pipe," "distribution system," "groundwater," "potable water customer service line," "potable water service line," "potable water main," "service line," "wastewater lateral," and "wastewater main." The commission added these definitions in order to clarify what portions of the public water system's distribution system are impacted by the rules related to separation between wastewater and potable water pipe and to conform to current agency terminology. Section 290.38(3) incorporates the jurisdictional change from the TDH to the commission into the definition of "approved laboratory." Section 290.38(8) defines certified laboratory as a laboratory certified by the commission to analyze water samples to determine their compliance with maximum allowable constituent levels. Section 290.38(10) changes the definition of "connection" back to the original definition and removes the changes suggested in the proposed rule to stay consistent with EPA regulatory intent. Section 290.38(11) clarifies in the definition of "contamination" that the word contamination will be used to indicate the presence of any foreign substance in water which constitutes a hazard to health. Section 290.38(15) defines distribution system as a system of pipes that conveys potable water from a treatment plant to the consumers. The term includes pump stations, ground and elevated storage tanks, potable water mains, and potable water service lines and all associated valves, fittings, and meters, but excludes potable water customer service lines. In §290.38(17), the commission deleted the word "title" and replaced it with "chapter" to clarify that the definition of drinking water standards refers to the drinking water standards defined in Subchapter F. Section 290.38(20) defines groundwater as any water that is located beneath the surface of the ground and is not under the direct influence of surface water. In §290.38(21), the commission corrected the misspelling of the word groundwater. The definition of "maximum daily demand" in §290.38(28) is modified to account for situations in which mandatory water use restrictions have been put in place related to drought conditions. In §290.38(29), (30), (32), and (33), the commission made grammatical changes and spelled out the acronyms to be consistent with the agency's rulemaking standards. In §290.38(40), the commission changed the definition of "plumbing ordinance" to include the International Plumbing Code and deleted the references to the Southern Standard Plumbing Code and the National Standard Plumbing Code. HB 217, 77th Legislature, 2001, replaced the Southern Standard Plumbing Code and the National Standard Plumbing Code with the International Plumbing Code, therefore, the commission modified the definition of "plumbing ordinance" to comply with this change. Section 290.38(41) defines potable water customer service line as the sections of potable water pipe between the customer's meter and the customer's point of use. Section 290.38(42) defines potable water service line as the section of pipe between the potable water main to the customer's side of the water meter. In cases where no customer water meter exists, it is the section of pipe that is under the ownership and control of the public water system. Section 290.38(43) defines potable water main as a pipe or enclosed constructed conveyance operated by a public water system which is used for the transmission or distribution of drinking water to a potable water service line. Finally, §290.38(45) clarifies that any report submitted under Chapter 290 must be sent to the Water Supply Division.

Adopted §290.39(d)(1), General Provisions , specifies that plans and specifications prepared under the seal of a professional engineer must have the seal, signature, and dates affixed in accordance with the rules of the Texas Board of Professional Engineers. Subsection (d)(3)(C) includes a mailing address for the submission of planning materials. The adopted rule includes replacement of the term "public drinking water program" with "executive director" for consistency with the commission's style guidelines because the public drinking water program staff represents the ED.

Section 290.39(f) deletes the word "proposed" to clarify that the prospective owner of the system or the person responsible for managing and operating the system must submit a business plan before construction is completed that demonstrates that the owner or operator of the system has available the financial, managerial, and technical capability to ensure future operation of the system in accordance with applicable laws and rules.

Section 290.39(h)(2) requires the design engineer or the owner to notify the ED before construction is started rather than when construction is started. Subsection (h)(3) replaces "will" with "shall" to more clearly specify that the engineer or owner is required to notify the ED in writing. This provides a record of the notification.

Section 290.39(j) has been reorganized and the notification requirements for changes to a public water system's physical facilities reworded. Subsection (j) includes the introductory material for the notification requirements for any change in disinfection facilities at a treatment plant treating surface water or groundwater under the direct influence of surface water. Subsection (j)(1) lists the significant material changes for which public water systems shall notify the ED prior to making any of these material changes, improvements, additions, or alterations to an existing public water system. Subsection (j)(1) adds "pressure maintenance facilities" to the list of changes to a system's facilities requiring notification to the ED. Changes requiring written notice to the ED are specified as those changes which result in either an increase or decrease in production, treatment, storage, or pressure maintenance capacity. Paragraph (1) has also been reorganized to contain specific descriptions of conditions requiring notification in subordinate subparagraphs. Paragraph (1)(A) specifies the requirement of notification for changes which result in an increase in the amount of water a system can provide, store, or pressurize. Paragraph (1)(B) has been added and states the requirement for notification for changes in disinfection facilities at surface water treatment plants or plants treating groundwater under the direct influence of surface water. These requirements were previously contained in paragraph (2) of this subsection. Paragraph (1)(C) has been added to specify the requirement for notification for changes to the type of disinfectant used in the distribution system. This requirement was previously contained in paragraph (3) of this subsection. Existing paragraph (4) of this subsection is reworded and renumbered as paragraph (1)(D), and contains the requirement for notification if changes are planned to the distribution system, if those changes constitute 10% of the distribution system capacity, or 250 connections, whichever is smaller, or if the changes will affect the system's ability to comply with other capacity regulations. Paragraph (1)(E) has been added and contains the requirement that the ED may identify other conditions under which notification is required, which was previously contained in paragraph (5) of this subsection. The material previously contained in paragraphs (2) - (4) is proposed to be deleted and incorporated into paragraph (1), as described previously. Existing paragraph (5) has been renumbered to new paragraph (2).

Section 290.39(j)(2)(B), formerly paragraph (5)(B), is reorganized to clarify the requirements for submittal of plans. The language giving political subdivisions with internal review staff the ability to review certain of their own plans was inadvertently subordinated in the previous adoption; the adopted language corrects that error. Paragraph (2)(B)(i) is added and sets out the requirements for a political entity's internal review staff, previously contained in paragraph (5)(B). Paragraph (2)(B)(ii) is added and contains the requirement that the political entity's professional engineer certify the legality of planned changes; this requirement was previously contained in paragraph (5)(B). Paragraph (2)(B)(iii) is added and contains the requirement, previously in paragraph (5)(B), that certification of the internal review staff be provided with the written notice given to the ED. Paragraph (2)(C) is added to clarify the existing requirement that if plans are submitted to the internal review staff as part of a legal agreement between two political entities, those plans may be approved in that manner, but notification is still required. Paragraph (3) is added to specify that if the planned changes to the distribution system will cause the certificate of convenience and necessity (CCN) to be changed, a CCN amendment application must be submitted at the same time notice is sent to the ED.

Section 290.39(l)(1) replaces the word "should" with "shall," thus making more enforceable the requirement that any request for an exception to the rules precede submission of engineering plans. This section is also expanded to clarify that an exception request is only required if the public water system is actually seeking an exception to one or more of the regulatory provisions.

Adopted §290.41, Water Sources , ensures consistency of word usage, corrects typographical errors, and provides clarification of rule requirements. In subsection (a), the citation to Subchapter F is made explicit. The requirement contained in §290.41(c)(1)(F), relating to sanitary control easements, is intended to ensure that the area around a well used for public drinking water be protected from potential contamination. The area of protection is recorded in county records. However, the term "sanitary control easement" describes the protected area around a drinking water well. Subparagraph (F) is expanded to provide that political subdivisions which adopt and enforce ordinances or land restrictions that will achieve the goal of protecting a public water source may, with ED approval, substitute those documents for sanitary control easements. Subsection (c)(3) clarifies that the subsequent subparagraphs contain the conditions for placing a new well into service for potable water. Subsection (c)(3) is also made more enforceable by deleting the phrase "special attention must be given to." The first sentence in paragraph (3)(A) is changed to active voice, clearly stating that it is the public water system's responsibility to submit well information. Additionally, the term "to the executive director" is added to clarify that the public water system must submit well information to the ED. Paragraph (3)(C) replaces the word "will" with "shall" to make the conditions more legally enforceable. In addition, subparagraph (C) reflects that the use of alternate methods of cementing a well may be approved only on a case-by-case basis and that the approval must be in writing. Paragraph (3)(G) replaces the term "the Texas Department of Health approved" with "a certified" in response to the change of authority over lab certification from TDH to the commission as required by HB 2912, §18.02, 77th Legislature, 2001. Additionally, paragraph (3)(G) replaces the term "public drinking water program" with the term "executive director" to clarify that chemical and microbiological tests may be required by the ED, or his designated staff, as defined by 30 TAC §3.2(16).

Section 290.41(d)(2) replaces the term "public drinking water program" with "executive director."

Section 290.41(e)(1) clarifies that the area surrounding a new surface water intake must be kept free of potential drinking water contaminants. Subsection (e)(2)(D) replaces the term "public drinking water program" with "executive director."

Adopted §290.42(b)(5), Water Treatment , is added to this subsection to specify that all plant piping shall be designed and constructed to be thoroughly tight against leakage. Adopted new paragraph (6) clarifies water systems must have sampling taps that will allow them to obtain water samples at the points specified in Subchapters D and F. Subsection (c)(4) specifies the same language as in subsection (b)(5). Subsection (c)(4) clarifies that no cross-connection or interconnection shall be permitted between a conduit carrying potable water and a conduit carrying raw water or water in a prior stage of treatment. Adopted new paragraph (5) includes the same language as subsection (b)(6).

Section 290.42(d)(3) clarifies that any discharge of wastewater shall be according to the appropriate statutes and regulations including those contained in 30 TAC Chapters 305, 309, and 319. Subsection (d)(6)(C) specifies every chemical bulk storage facility and day tank shall have a label that identifies the facility's or tank's contents and a device that indicates the amount of chemical remaining in the facility or tank. Subsection (d)(6)(E), which describes chemical containment requirements to minimize the possibility of leaks and spills, is reworded for clarification and to consider current chemical containment technology. Subparagraph (E)(i) states that the material used to construct the bulk tanks must be compatible with the chemicals being stored and must be resistant to corrosion. Subparagraph (E)(ii) states that except as provided in this clause, adequate containment facilities shall be provided for all liquid storage tanks. This takes into account the situation in which multiple tanks utilize a common containment area. Subparagraph (E)(ii)(I) states that the tank must be large enough to hold the maximum amount of chemical that can be stored. Subclause (II) states that the common containment for multiple containers must be large enough to hold the volume of the largest container. Subclauses (III) and (IV) of subparagraph (E)(ii) are renumbered from subclauses (II) and (III) respectively. Subparagraph (E)(ii)(V) is added to include the allowance that small containers, 35 gallons or less, containing hypochlorite solution for disinfection do not need to be surrounded by a containment facility. Subparagraph (E)(ii)(VI) is added to allow double-walled tank containment when approved by the ED.

Section 290.42(d)(11) specifies that gravity or pressure-type filters shall be provided. Subsection (d)(11)(B) clarifies that filtration facilities shall be designed to operate at filtration rates which assure effective filtration at all times. Subsection (d)(11)(B)(i) deletes the term design and specifies that the design capacity of gravity rapid sand filters shall not exceed a maximum filtration rate of 2.0 gallons per square foot per minute. Subparagraph (B)(ii) deletes the term design and specifies that high-rate gravity filters shall not exceed a maximum filtration rate of 5.0 gallons per square foot per minute. Subparagraph (B)(iii) clarifies the existing requirement that the design capacity of pressure filters shall not exceed a maximum filtration rate of 2.0 gallons per square foot per minute. Subparagraph (B)(iv) specifies that any surface water treatment plant that provides less than 7.5 million gallons per day (gpd) must be able to meet either the maximum daily demand or the minimum required 0.6 gallons per minute per connection, whichever is larger, with all filters on line. Subparagraph (B)(iv) also deletes a sentence specifying the design capacity of filtration facilities. Subparagraph (B)(v) specifies that any surface water treatment plant that provides, or is being designed to provide, 7.5 million gpd or more must be able to meet either the maximum daily demand or the minimum required 0.6 gallons per minute per connection, whichever is larger, with the largest filter off line. Subparagraph (B)(v) also deletes a sentence specifying the design capacity of filtration facilities. Subparagraph (B)(vi) is added to incorporate the need for systems using pressure filters to meet capacity while one filter is being backwashed.

Section 290.42(e)(4) is reworded to the language that existed in the 1997 adoption of the rules, prior to the previous adoption, based on extensive comments from stakeholders that the language adopted in 2000 inadvertently conflicted with other regulations regarding risk management and fire protection. With a future rulemaking, specific comments will be invited from stakeholders on all of the language related to chlorine gas safety. The existing language in paragraph (4) is deleted and replaced with new language specifying that systems that use chlorine must ensure that the risks associated with its use are limited. Specifically, paragraph (4)(A) requires that when chlorine gas is used, a full-face self-contained breathing apparatus or supplied air respirator that meets Occupational Safety and Health Administration (OSHA) standards for construction and operation, and a small bottle of fresh ammonia solution (or approved equivalent) for testing for chlorine leakage shall be readily accessible outside the chlorination room and immediately available to the operator in the event of an emergency. Paragraph (4)(B) specifies that housing for gas chlorination equipment and cylinders of chlorine shall be in separate buildings or separate rooms with impervious walls or partitions separating all mechanical and electrical equipment from the chlorine facilities. Adopted amendments also specify that housing shall be located above ground level as a measure of safety, and that equipment and cylinders may be installed on the outside of the buildings when protected from adverse weather conditions and vandals. Paragraph (4)(C) specifies that adequate ventilation, which includes both high-level and floor-level screened vents, shall be provided for all enclosures in which gas chlorine is being stored or fed. Paragraph (4)(C) also clarifies that enclosures containing more than one operating 150-pound cylinder of chlorine shall also provide forced air ventilation which includes: screened and louvered floor-level and high-level vents; a fan which is located at and draws air in through the top vent and discharges to the outside atmosphere through the floor-level vent; and a fan switch located outside the enclosure. The adopted rule specifies that as an alternative, systems may install negative pressure ventilation as long as the facilities also have gas containment and treatment as prescribed by the current Uniform Fire Code (UFC). Paragraphs (5) and (6) are deleted, and paragraphs (7) and (8) are renumbered. Adopted §290.44, Water Distribution , incorporates requirements in 30 TAC Chapter 317, Design Criteria for Sewerage Systems , regarding separation distances between sewer lines and water lines. Portions of §317.2 (relating to Sewage Collection System) are incorporated into this section. This section also corrects typographical errors and clarifies rule requirements. Section 290.44(c) corrects grammatical errors and also clarifies the mandatory requirements of minimum water line sizes for domestic flows, and that larger pipe sizes shall be used when the engineer deems necessary to ensure the safe delivery of water.

Section 290.44(d)(4) specifies that service connections include residential, commercial or industrial connections. Paragraph (4) also clarifies that a water system that furnishes service only to itself or its employees is exempt from this requirement. Subsection (d)(6) corrects grammatical errors that specify that dead ends shall be located and arranged in such a way that the ends can be connected to provide circulation.

Section 290.44(e)(6) incorporates provisions previously contained in Chapter 317. Paragraphs (1) - (5) of subsection (e) are renumbered. Existing language in paragraph (1) is incorporated into subsection (e) and a sentence is added to clarify the location of waterlines by specifying that new mains, service lines, or laterals are those that are installed where no main, service line, or lateral previously existed; or where existing mains, service lines, or laterals are replaced with pipes of different size or material. Existing paragraphs (2) - (9) are renumbered as paragraphs (1) - (8) of subsection (e). Renumbered paragraph (2) changes the phrase "collection line or force main" to "mains or laterals" to update current terminology. Renumbered paragraph (4)(A)(i) adds the term "lateral" and deletes the terms "line" and "force" to clarify which wastewater lines are affected. The qualifying phrase "licensed in the State of Texas" is added to clarify the requirements for a licensed professional engineer. Paragraph (4)(A)(ii) replaces the term "line" with "wastewater main or lateral" to clarify which wastewater lines are affected. Paragraph (4)(A)(iii) replaces the term "line" with "wastewater main or lateral" to clarify which wastewater lines are affected. In paragraph (4)(B), clauses (i) - (vi) replace the term "line" with "wastewater main or lateral" to clarify which wastewater lines are affected. Clauses (iii) and (v) update cross-references to §290.44(e)(4)(B)(vi). In clause (iii), subclauses (II) and (III) replace the term "line" with "wastewater main or lateral" to clarify which wastewater lines are affected. Clause (vi) recommends brown coloring be used to identify pressure rated wastewater lines during construction. Renumbered paragraph (5) clarifies that pressure class pipe for waterlines shall be "at least" 150 pounds per square inch (psi). In response to a comment suggesting that since the commission has added a definition for service line, "service line" should be added to renumbered §290.44(e)(6), the commission has changed the rule language in §290.44(e)(6) to read: "Fire hydrants shall not be installed within nine feet vertically or horizontally of any wastewater main, wastewater lateral or wastewater service line regardless of construction." Renumbered paragraph (6) corrects grammatical errors and replaces the phrase "sanitary sewer line" with "wastewater main or lateral." Renumbered paragraph (7) corrects grammatical errors and clarifies that the affected lines are potable or raw water lines. Additionally, the commission added new language to renumbered paragraph (7) to clarify that suction mains to pumping equipment cannot cross wastewater laterals or wastewater service lines and new language that does not allow raw water supply lines to be installed within five feet of wastewater laterals or wastewater service lines. The commission made this change as the result of a comment.

Adopted §290.45, Minimum Water System Capacity Requirements , incorporates revised wording and clarifies rule requirements. Subsection (d)(2)(B)(iii) and (iv) replace the phrase "2.0 gallons per minute per connection" with "three times the maximum demand" because the noncommunity water systems regulated under this subsection are defined as only one connection, regardless of size, making it necessary to clarify that the system must be able to provide water to all of their consumers based on the flow rate of the system rather than the number of connections. Subsection (g) replaces the word "exceptions" with the phrase "alternative capacity requirement" throughout. Stakeholders have provided comments that the wording change is needed to make it more clear to funding agencies that meeting special capacity provisions approved by the ED constitutes compliance with the regulations. Subsection (g)(1)(F) clarifies and makes explicit the previously implicit requirement that the public water system submit documentation with any alternative capacity requirement request showing that its level of service will remain equivalent to the level of service provided under the minimum capacity requirements of this section. Subsection (g)(2) incorporates the phrase "alternative capacity requirement" to replace the word "exceptions" and makes it clear that the conditions set out in the subordinate subparagraphs and clauses applies to any minimum pressure maintenance facilities, rather than merely elevated storage. In paragraph (2)(A)(iii), the word "should" is replaced with "shall" to make the regulation more enforceable. Subsection (g)(3) clarifies that the compliance investigator may revoke any alternative capacity requirement, and if the alternative capacity requirement is revoked, the system must meet the minimum capacity requirement.

Adopted §290.46, Minimum Acceptable Operating Practices for Public Drinking Water Systems , corrects grammatical or typographical errors to provide consistency with other regulations, and to clarify requirements. Subsection (b) replaces "approved" lab with "certified" lab. Subsection (c) specifies that samples for chemical analysis are submitted to the ED. Likewise, adopted amendments clarify that the ED will provide a list of certified labs. Subsection (d) deletes the word "acceptable" because the term "acceptable" is subject to interpretation and is not defined in the rule. Subsection (d)(1) replaces the word "facilities" with "equipment" for more specificity in the application of the rules. Subsection (d)(2) replaces the phrase "in the far reaches of" with the word "throughout" to more clearly specify where the disinfectant residuals must be maintained.

Section 290.46(e) refers to public water system operators as being "trained and licensed" rather than "certified" throughout, to correspond to new wording in the operator certification requirements of 30 TAC Chapter 30, Occupational Licenses and Registrations . The exemption from these requirements for nontransient, noncommunity systems is moved from subsection (e) to paragraph (7) of subsection (e). Subsection (e)(1) states the requirement that systems with 1,000 connections or less must have a single operator meeting the requirements. The requirements previously contained in subsection (e)(1)(A) - (E) are moved to the rewritten subordinate paragraphs and subparagraphs. Subsection (e)(2) states the requirement that systems with more than 1,000 connections must employ two operators at the license level given in the paragraphs which follow. Subsection (e)(3) is reorganized to more clearly describe the conditions under which a public water system must employ an operator with a given class of license. Paragraph (3)(A) contains the requirement, previously contained in paragraph (1), that a public water system using only purchased water or groundwater must employ a single Class "D" or higher operator. Paragraph (3)(B) clarifies that a system with 250 or more connections must employ a Class "C" operator, if the system uses only groundwater or purchased water. Paragraph (3)(C) clarifies that a system with 250 or more connections must employ a Class "C" Groundwater or higher operator if the system uses only groundwater. Subparagraph (C) is slightly expanded to address the current technology used for treatment of groundwater that is under direct potential of contamination from surface water. Paragraph (3)(D) expands the requirements for operator levels at systems treating groundwater under the direct influence of surface water (GUI). Subparagraph (D)(i) contains the requirement that GUI systems using cartridge filters employ an operator with either a Class "C" or higher surface water license or a Class "C" or higher groundwater license with the addition of a four-hour Monitoring and Reporting Course. Subparagraph (D)(ii) contains the requirement that GUI systems using coagulant addition and direct filtration must employ an operator with either a Class "C" or higher surface water license or a Class "C" or higher groundwater license with the addition of a 40-hour Surface Water Production Course. Subparagraph (D)(iii) contains the requirement that GUI systems using complete surface water treatments comply with the following subparagraph. Subparagraph (D)(iv) contains the requirement that a GUI system either have an operator with a Class "C" or higher license at the plant when it is running or have automatic shutdowns and alarms. Paragraph (3)(E) sets out the required license levels for operators if a system uses surface water. Paragraph (4) states the requirements that beginning January 1, 2004, treatment facilities at all systems using chlorine dioxide must be under the direct supervision of a licensed operator that has completed additional training. The adopted language specifies that public water systems using chlorine dioxide must place those facilities under the direct supervision of a licensed operator who has a Class "C" or higher license and has completed an approved water laboratory course. Paragraph (5) contains the requirement that systems employ a certified operator to inspect any water treatment facilities prior to those facilities being placed into production. Paragraph (6) contains the requirement, previously given under paragraph (5), that a system ensure that operators have training in the use of water treatment chemicals to ensure the safety of these workers. Paragraph (7) is added to contain the exemption for transient noncommunity public water systems that do not use surface water systems, previously contained in paragraph (1).

In §290.46(f)(3)(A), the requirements for record retention for chemical use and water produced are expanded to provide clarification, and to give appropriate requirements to very small systems serving fewer than 750 people, or 250 connections. In subparagraph (A)(i), the words "each day" are deleted. Subclause (I) of clause (i) is added to contain the requirements previously implicit in clause (i), that systems that treat surface water or GUI shall record chemical use daily. Subclause (II) of clause (i) is added to require systems that serve 750 people or more, or 250 connections or more, shall record chemical use daily. Subclause (III) of clause (i) is added to require systems that serve fewer than 250 connections and use only groundwater or purchased water shall record the amount of chemicals used in a week. Under subparagraph (A)(ii), the phrase "each day" is deleted and the volume of water used is clarified in the subclauses. Subclause (I) of clause (ii) is added to contain the requirements, previously implicit in clause (i), that systems that treat surface water or GUI must record the volume of water treated daily. Subclause (II) of clause (ii) is added to require systems that serve 750 people or more, or 250 connections or more, shall record the volume of water treated daily. Subclause (III) of clause (ii) is added to require systems that serve fewer than 250 connections, fewer than 750 people, and use only groundwater or purchased water record the amount of water treated each week.

Section 290.46(f)(3)(B) is expanded to include the requirement for retention of disinfectant residual monitoring results for three years in adopted new clause (iii). Existing clauses (iii) - (v) are renumbered and adopted as (iv) - (vi). Paragraph (3)(D) is reworded to introduce the records which must be maintained as specified in the subsequent clauses. Clause (i) of subparagraph (D) is added to state that the results of microbial analysis must be maintained. Clause (ii) of subparagraph (D) is added to require retention of the results of tank inspections for five years. Subsection (f)(4) replaces the term "Water Permitting and Resource Management Division" with the term "Water Supply Division" to reflect recent changes within the agency.

Adopted §290.46(j) adds the word "either" to the first sentence of the rule language to clarify that there are two options given in the sentence. Section 290.46(j)(4) adds the word "or" to the third sentence to make the sentence easier to read. Additionally, this subsection deletes the reference to cities, towns, and villages of less than 5,000 persons but in a change from the proposed rule language published in the February 1, 2002 issue of the Texas Register (27 TexReg 679) the commission added the following language to this section to comply with Opinion JC-0453 issued by the Attorney General on January 28, 2002, "which have passed an ordinance adopting one of the plumbing codes recognized by TSBPE." HB 217, Article 2, 77th Legislature, 2001, removed the language that exempted municipalities with a population of less than 5,000 from having licensed plumbing inspectors perform plumbing inspections of all new plumbing and alterations or additions to existing plumbing within the municipal limits. HB 217 did not, however, require these cities to hire a plumbing inspector. In Opinion JC-0453, issued on January 28, 2002, the Office of the Attorney General addressed the issue raised by HB 217 and concluded that a city with a population under 5,000 is not required to adopt a plumbing code, but may do so, and if such a city adopts a plumbing code under the plumbing licensing law then the city must hire or contract with a plumbing inspector. Additionally, the Plumbing Examiners Board is currently following that interpretation and advising cities to do the same.

In adopted §290.46, the commission clarified the rule language by changing the phrase "used by the system must be provided" to " must be used by the system." Additionally, subsection (s)(1) explicitly cites §290.42.

Adopted §290.47, Appendices , corrects a typographical error contained in the figure in subsection (f) (Appendix F). The figure contained in §290.47(g), Appendix G, corresponds with §290.46(p)(2) requirements that the public water system submit the name and license level of all the operators it employs. The figure contained in §290.47(i), Appendix I, adds dental clinics to the list of facilities that must be isolated.

In §290.47(h), Appendix H, corrects an incorrect cross-reference in the figure titled "Special Precautions Flowchart" contained in §290.47(h). The correction is made to the erroneous reference to §290.46(s) so that the flowchart correctly references §290.46(q).

In §290.47(i), Appendix I, under the Internal Protection hearing, changes "Required Assembly" to "Recommended Assembly" because while the commission has the authority to require premises isolation at the meter, the commission does not have the authority, nor do most water systems, to mandate that a property owner have all these internal devices installed beyond the meter. A system's recourse, if internal isolation is inadequate, is to have a premises isolation assembly installed at the meter to provide protection from backflow or siphonage.

Subchapter F, Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Water Systems

The title of Subchapter F deletes the word "supply" in reference to public water systems. The adopted new title is "Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Water Systems."

Adopted, §290.102, General Applicability , includes provisions of the SDWA contained in 42 USC, §300g-l(b)(10) that allow for two-year extensions to new MCLs or TT requirements for systems that must make capital investments to meet the new requirements. Subsection (b) simplifies the requirements for variances and exemptions. Subsection (c) references the authorizing federal legislation and sets out the starting date as January 1, 2002, and contains the specific requirements for approval of an extension. Subsection (c)(1) states the conditions under which the two- year extension may be granted. The specific conditions are: subsection (c)(1)(A), that no acute violations be associated with the MCL or TT requirement that the extension is granted for; subsection (c)(1)(B), that the extension not result in an unreasonable risk to public health; subsection (c)(1)(C), that only systems in existence prior to promulgation of a given MCL or TT may apply for an extension; subsection (c)(1)(D), that the ED determine that the capital improvements described by the system are needed if the system is to comply with the given MCL or TT; subsection (c)(1)(E), that the ED finds the system's schedule for bringing the system into compliance acceptable; and subsection (c)(1)(F), that the EPA has not already incorporated a two-year extension into the effective date for the new MCL or TT. Subsection (c)(2) requires that a request for an extension be made in writing by the owner of the water system. Subsection (c)(3) contains the authority for the ED to address similar types or classes of extension without requiring a written request from each of the systems contained in that type or class. Adopted new subsection (d) allows any person to file a motion to overturn the ED's decision to grant or deny a variance, exemption, or extension under this section. The commission has made minor wording changes to subsection (d) from the proposal to clarify the procedures for filing a motion to overturn. Adopted new subsection (e) allows the ED to approve the schedule and method used when collecting chemical and microbiological samples required by this chapter. Existing subsection (c) is relettered as (f).

Adopted §290.103, Definitions , adds the definition of the "N,N-diethyl-p- phenylenediamine," or "DPD," method of analysis under §290.103(6) and adds a definition of the "entry point sampling site." Definitions (7) - (9) and (11) - (21) are renumbered to maintain correct alphabetical sequence.

Adopted §290.104, Summary of Maximum Contaminant Levels, Maximum Residual Disinfectant Levels, Treatment Techniques, and Action Levels , corrects three typographical errors. In subsection (b), the MCL for nitrate replaces the incorrect value of 10.0 mg/L to 10 mg/L because the test accuracy is only required to 10 milligrams and not to tenths of a milligram. The MCL for nitrite replaces the incorrect value of 1.0 mg/L to 1 mg/L because test results are only required to be accurate to milligrams and not tenths of a milligram. The MCL for combined nitrite and nitrate replaces the incorrect value of 10.0 mg/L to 10 mg/L because test results are only required to be accurate to milligrams and not to tenths of a milligram.

Adopted §290.106, Inorganic Contaminants , corrects several typographic errors and uses consistent terminology. The acronym "IOC" replaces the words "inorganic contaminants" throughout the section after the first reference in subsection (a). Adopted changes to the figure in §290.106(b), change the MCL for nitrate from the incorrect value of 10.0 mg/L to the correct value of 10 mg/L because test results are only required to be accurate to milligrams and not to tenths of a milligram. The MCL for nitrite changes the incorrect value of 1.0 mg/L to the correct value of 1 mg/L. The MCL for combined nitrite and nitrate changes the incorrect value of 10.0 mg/L to the correct value of 10 mg/L because test results are only required to be accurate to milligrams and not to tenths of a milligram. The term "entry point" replaces the words "point of entry" throughout the section for consistency with other rules, other sections of this rule, and guidance documents. Section 290.106(f)(2) corrects a typographical error and ensures consistency with the federal requirements. Subsection (f)(2) includes the clarification that compliance may be based on a single sample for nitrite, nitrate, or combined nitrite and nitrate, but that if a confirmation sample is collected, the results of both samples shall be averaged. Subparagraphs (A) - (C) of paragraph (2) are deleted to remove the ability of systems to average quarterly nitrite, nitrate, or combined nitrate and nitrite results, which is inconsistent with federal requirements and which was included in the previous rule adoption as a result of a typographical error. Subsection (f)(3) corrects a typographical error and ensures consistency with the federal requirements for inorganic contaminants other than nitrate or nitrite. Paragraph (3)(A) clarifies that the use of a single sample for compliance determination is limited to those cases in which a system is sampling annually or less frequently and a confirmation sample is not collected, consistent with the federal requirements. Paragraph (3)(B) clarifies the requirement that when a confirmation sample is collected, its results will be averaged with the results of the initial sample when determining compliance. Paragraph (3)(D) includes the federal requirement that compliance for these contaminants be based on the running annual average of quarterly samples at each entry point, which was erroneously omitted in the previous adoption. Paragraph (3)(E) contains the federal requirement that when a single sample will cause an annual average to exceed a given MCL, the system be immediately out of compliance, which was erroneously omitted in the previous adoption.

Adopted §290.107, Organic Contaminants , clarifies rule requirements and uses consistent terminology. The term "entry point" replaces the words "point of entry" and the abbreviation "mg/L" corrects the grammatical error in the abbreviation "mg/l" throughout the section for consistency with other rules, other sections of this rule, and guidance documents. Subsection (b)(3) replaces ppm to the equivalent value in mg/L which is the standard used for drinking water. Subsection (c) replaces "pursuant to" with "under" to simplify rule language. Subsection (d) replaces "TDH Bureau of Laboratories" with "executive director" to reflect the transfer of responsibility for certifying labs from TDH to TNRCC. Subsection (e) clarifies reporting requirements for organic contaminants. This subsection clarifies that under the contract between TNRCC and the lab that performs the analysis, sample results are submitted to TNRCC, the water system must send in sample results within ten days upon request of the ED. The amendments also include the address to which sample results should be submitted. In subsection (g) the term "public drinking water program" is replaced by "executive director," and deletes the phrase referring to the title of the section to comply with formatting requirements. Subsection (h) replaces "best available technology" to the acronym "BAT" and corrects the address of where copies are to be mailed to reflect the new name of the Water Supply Division.

Adopted §290.108, Radiological Sampling and Analytical Requirements , revises the title to "Radionuclides Other Than Radon." Subsection (a) deletes the applicability to noncommunity, nontransient public water systems because the requirements of this section only apply to community water systems. Subsection (c)(3) makes explicit the sampling location requirements for radionuclides other than radon. Subsection (d) transfers responsibility for lab certification to the commission from TDH for consistency with the requirements of HB 2912, §18.02. Subsection (e) clarifies reporting requirements for radiological contaminants. This section clarifies that according to the contract between TNRCC and the lab that performs the analysis, sample results are submitted to TNRCC, the water system must send in sample results within ten days upon request of the ED. The adopted amendments also include the address to which sample results should be submitted. In subsection (g) the term "executive director" replaces "public drinking water program."

Adopted §290.109, Microbial Contaminants , clarifies rule requirements and uses consistent terminology. The term "executive director" replaces "public drinking water program" throughout the section. Subsection (e) clarifies reporting requirements for microbial contaminants. This subsection clarifies that under the contract between TNRCC and the lab that performs the analysis, sample results are submitted to TNRCC, however the water system must send in sample results within ten days upon request of the ED. The adopted amendments also include the address to which sample results should be submitted.

Adopted §290.110, Disinfectant Residuals , clarifies rule requirements, corrects typographical errors, and uses consistent terminology. Subsection (b) corrects a typographical error by replacing the word "concentration" with "level." Subsection (b)(5)(B) makes it clear that all community and nontransient noncommunity water systems must comply with the applicability requirements for the maximum residual disinfectant levels (MRDLs) starting January 1, 2004. Subsection (c)(5) is reworded for clarity. Paragraph (5)(A) is reworded to make it clear that public water systems using only groundwater or purchased water sources and providing water to fewer than 250 connections and fewer than 750 people, must measure the disinfectant residual once a week. In the proposed rule, there was a grammatical error that has been corrected in this adopted rule. The commission has replaced the word "which" with "that" and the word "must" was moved from before the bracketed language to after the word "daily." In addition, the word "or" was replaced with "and" to maintain consistency with the requirements of the subsequent paragraph. In the proposed rule, paragraph (5)(B) was amended and reworded to clarify that public water systems using only groundwater or purchased water sources and providing water to 250 connections or 750 people, or more, must measure the disinfectant residual once a day. However, TXU Business Services commented on behalf of TXU Generation Company and TXU Mining Company LP (TXU) that the proposed language in subparagraph (A) conflicts with the proposed language in subparagraph (B) and does not meet the intent expressed in the preamble. TXU suggested language to be used to rectify the inconsistency TXU cites and while the commission declines to change the rule language to match what TXU suggested, the commission did change the rule language to read as follows: "Public water systems that serve at least 250 connections or at least 750 people daily, and use only groundwater or purchased water sources must monitor the disinfectant residual at representative locations in the distribution system at least once per day." New paragraph (5)(C) clarifies that public water systems that use surface water sources or groundwater under the direct influence of surface water, must measure the disinfectant residual once daily, regardless of how many customers they serve. Paragraph (5)(D) clarifies that each time a public water system takes a bacteriological sample, it must also measure and record the disinfectant residual. Subsection (e) and paragraph (1) of subsection (e) replace the term "public drinking water program" with "executive director." In subsection (e)(2), the term "TNRCC" is replaced with the term "commission." Additionally in paragraph (2), the Surface Water Monthly Operating Report submittal form number is corrected from 01020 to 0102C. Subsection (e)(3) states the reference to the Chlorine Dioxide Monthly Operating Report and specifies that the correct form number be included. Subsection (f)(4) updates the citation to subsection (c)(3)(C) to the cited material's new location, §290.110(c)(2)(B)(iii). Subsection (f)(9) meets the federal rule requirement that if a public water system's failure to monitor makes it impossible to determine compliance with the MRDL in the distribution system, then the system has committed a violation for the entire year covered by the annual average. Subsection (g) replaces the term "public drinking water program" with "executive director."

Adopted §290.111, Turbidity , corrects typographical errors, uses consistent language, and clarifies rule requirements. Subsection (b)(1)(A)(ii) corrects a typographical error by replacing the word "or" with "of." Subsection (d)(1) replaces the reference to general nephelometric turbidity methods with the more specific reference to the standard method which sets out the acceptable analytical methods. Subsection (e)(1) makes the regulation comply with federal rules that require a public water system to notify the ED if the turbidity level in the treated water exceeds 1.0 nephelometric turbidity units (NTU) and replaces the term "public drinking water program" with "executive director." In subsection (e)(2), the term "TNRCC" is replaced with "commission" and the Surface Water Monthly Operating Report submittal form number is corrected from 01020 to 0102C. The correct form number for the Filter Profile Report for Individual Filters (10276) is added to subsection (e)(3). The correct form number for the Filter Assessment Report for Individual Filters (10277) is added to subsection (e)(4). The correct form number for the Request for Compliance CPE (10278) is added to subsection (e)(5). The term "public drinking water program" is replaced with "executive director" in subsection (g)(1) - (3). In subsection (g)(1) the words, "and the water system customers of the acute violation" were moved after the words, "executive director" to clarify that the public water system must notify both the ED and the water system customers of the acute violation by the next business day. Additionally, the citation to boil water notices is corrected from §290.46(s)(4) to §290.46(q). In the proposed rule, this citation was erroneously cited as §290.46(q)(3).

Adopted §290.112, Total Organic Carbon (TOC) , clarifies rule requirements, corrects typographical errors, and uses consistent terminology. Subsection (b)(3) and subparagraph (B) of paragraph (3) are reworded to replace the term "public drinking water program" with "executive director." Subparagraph (B) corrects a typographical error. In subsection (c)(1), the phrase "between one and eight hours after" replaces "within one hour of" to be consistent with the intent that the water taken for use as the finished water sample most clearly represent the source water quality at the time the source water sample was taken after treatment. Subsection (e)(2) corrects the reference to the form name and number. Subsection (e)(3)(F) is deleted because it was erroneously included in the previous rule. Paragraph (3)(G) is renumbered because of the deletion of paragraph (3)(F). Subsection (g)(1) replaces the term "public drinking water program" with "executive director."

Adopted §290.113, Disinfection By-products (TTHM and HAA5) , inserts the term "executive director" and clarifies rule requirements. Subsection (a)(2) clarifies that all community and nontransient, noncommunity water systems must comply with the requirements of this section effective January 1, 2004. In subsection (d) the term "executive director" replaces "TDH Bureau of Laboratories" in response to the change of authority over lab certification contained in HB 2912. Subsection (e) clarifies reporting requirements for trihalomethanes and haloacetic acids (group of five). Subsection (e) clarifies that under the contract between TNRCC and the lab that performs the analysis, sample results are submitted to TNRCC, however the water system must send in sample results within ten days upon request of the ED. The adopted amendments also include the address to which sample results should be submitted. Subsection (f)(7) meets the federal rule requirement that if a public water system's failure to monitor makes it impossible to determine compliance with the MCL in the distribution system, then the system has committed a violation for the entire year covered by the annual average. In subsection (g) and paragraph (1) of subsection (g) the term "executive director" replaces "public drinking water program."

Adopted §290.114, Disinfection By-products Other than TTHM and HAA5 , revises the title to "Other Disinfection By-products (Chlorite and Bromate)." Revisions have been made in this section to insert the term "executive director" where appropriate and to clarify rule requirements. In subsection (a)(3)(C), the term "executive director" replaces "TDH Bureau of Laboratories" in response to the change of authority over lab certification contained in HB 2912. Subsection (a)(4) clarifies reporting requirements for chlorite. Paragraph (4)(A) corrects the form number, specifies that the form must be submitted by the tenth day of the month following the end of the reporting period, and deletes the address for submission of data, which has been moved to paragraph (4)(C). Paragraph (4)(B) provides the specific citation for analyses covered by the reporting requirements. Paragraph (4)(C) includes the address for submission of data, previously contained in paragraph (4)(A). In subsection (a)(6) and subparagraph (A) of subsection (a)(6), the term "executive director" replaces "public drinking water program." Subsection (b)(4) clarifies that under the contract between TNRCC and the lab that performs the analysis, sample results are submitted to TNRCC, however the water system must send in sample results within ten days upon request of the ED. The adopted amendments also include the address to which sample results should be submitted. Existing paragraphs (4) and (5) are renumbered to paragraphs (5) and (6) respectively, to maintain correct numbering after the addition of new paragraph (4). Additionally, in paragraph (6), the term "executive director" replaces "public drinking water program."

Adopted §290.115, Transition Rule for Disinfection By-products , revises the title by adding "(TTHM)" to the title, so the new title is "Transition Rule for Disinfection By-products (TTHM)." Throughout this section, the adopted amendments insert the term "executive director" and clarify rule requirements. In subsection (c)(2) - (6), the term "executive director" replaces "public drinking water program." Also, paragraph (4) deletes the requirement to send reports of analyses within 30 days of receipt of the results because this requirement is no longer necessary. In paragraph (7), the term "executive director" replaces "TDH Bureau of Laboratories" in response to the change of authority over lab certification resulting from HB 2912. Paragraph (8) is added to clarify that under the contract between TNRCC and the lab that performs the analysis, sample results are submitted to TNRCC, however the water system must send in sample results within ten days upon request of the ED. The adopted amendments also include the address to which sample results should be submitted.

Adopted §290.117, Regulation of Lead and Copper , amended for consistency, corrects grammatical errors, and incorporates provisions of the federal Lead/Copper Minor Revisions Rule, (65 FR 1949 - 2015, January 12, 2000). Subsection (a)(2)(B) deletes the word "satisfactorily" to simplify enforcement procedures. Subsection (a)(3) clarifies the calculation of a ninetieth percentile when only five compliance samples are collected during a sampling period and replaces the incorrect abbreviation "mg/l" with grammatically correct "mg/L."

In §290.117(b), the word "sample" is added to clarify the applicability of site selection and amends the word "materials" to make a grammatical correction. Paragraph (1) replaces the term "entry point" for "point-of-entry" for consistency. An additional sentence accurately reflects that public water systems must submit a sample site plan for agency approval before starting to sample for lead and copper. Paragraph (2) makes a grammatical correction to the word "materials," and replaces the word "sample" with "sampling" to correct a grammatical inconsistency. The term "executive director" replaces "public drinking water program." This subsection also eliminates a reference to deleted Table 2. Additionally, this subsection clarifies the reference to procedures required by 40 CFR §141.86 and replaces the word "sample" with the word "sampling" to correct a grammatical inconsistency in two places. The word "information" replaces "correspondence" and the term "sampling site selection document" replaces "materials survey document" to maintain a consistent title for the same document. Paragraph (3) is added to clarify the requirement that a system must collect a specified number of samples even if none of the sites meet the preferred specifications of 40 CFR 141.86. Paragraph (3) clarifies the term "representative site."

Section §290.117(c)(1) adds the term "one quart" to clarify the sampling requirement volume stated as "one liter." This subsection adds a sentence about kitchen tap to provide directive to systems as to which part of the house is preferred for sampling compliance for consistency with 40 CFR §141.86. The word "sample" is added for clarification in the last sentence. Paragraph (2) removes a clause forbidding a water system to challenge the accuracy of sampling results based on errors in sample collection for consistency with 40 CFR §141.86. Paragraph (3) adds the word "sampling" in two places to clarify the sampling site. Paragraph (5) corrects a grammatical error and makes the redundant term "systems" singular and adds the requirement of at least two sets of initial samples instead of one set for consistency with the requirements of 40 CFR §141.86. Additionally, this paragraph adds the word "initial" to clarify what samples the section is referring to. Finally, this paragraph deletes the phrase "each of" for grammatical simplification and adds language to allow for grants of sampling waivers. Paragraph (8) deletes the obsolete date references for initial monitoring during the first eight years of the rule implementation along with the corresponding obsolete Table 2. A procedural statement replaces this language for bringing new systems into the sampling schedule.

Section 290.117(d) corrects a reference to §290.117(a)(3). Section 290.117(e)(4) adds required federal language from 40 CFR §141.86(d)(4)(v), allowing for accelerated reduced monitoring. This allows a system to advance to triennial monitoring one year faster if the ninetieth percentile levels for lead and copper meet federal guidelines. The language regarding public education requirements and the requirement to complete a full round of sampling during a reduced round if an exceedance is calculated at the reduced sampling level is proposed to be deleted because it is redundant. Subsection (e)(5) replaces outdated language with the federal language from 40 CFR §141.86(d)(4)(v) for an accelerated reduced monitoring. A new subsection (f) is adopted to incorporate new federal language from 40 CFR §141.86(q) regarding invalidation of certain lead and copper tap samples. Existing subsection (f) is relettered as subsection (h).

Adopted new §290.117(g) directly incorporates language from 40 CFR §141.86(g) allowing for waivers to systems meeting lead-free and copper-free plumbing criteria that have completed one round of lead and copper tap sampling without exceeding 0.005 mg/L lead or 0.650 mg/L copper at the ninetieth percentile. Lead and copper sampling for such systems will only be required every nine years. The requirements previously contained in subsection (g) are contained in subsection (i).

Section 290.117(h) contains requirements previously contained in subsection (f). Subsection (h)(1)(B) clarifies compliance sampling time constraints for samples to be processed. Additionally, subsection (h)(1)(B) adds the term "monitoring and reporting" for grammatical clarification. Subparagraphs (D) and (F) of paragraph (1) correct all references to Table 2 because the tables have been renumbered. Paragraph (1)(F) replaces the term "biweekly" with "every two weeks." Additionally, this paragraph clarifies the size ranges for rule applicability in subparagraphs (H) - (J) of paragraph (1). Paragraph (1)(J) adds stipulations regarding a large system's lead and copper values and water quality parameter data before a large system may advance to triennial reporting for water quality parameter reports. Paragraph (1)(M) is added to reflect federal rule guidelines in 40 CFR §141.86 for entry points for water quality parameter reporting. Paragraph (1)(N) incorporates federal rule requirements of 40 CFR §141.87(e)(4) for large water systems which stipulate that excursions from approved water quality parameters crucial to corrosion control will require that the system return to quarterly monitoring of water quality parameters for at least one year. Paragraph (1)(O) incorporates federal requirements of 40 CFR §141.87(d), which outlines the procedure for granting a reporting waiver for water quality parameters in small and medium water systems. Paragraph (1)(P) incorporates the requirement that water quality parameter ranges must be set by the public water system or EPA, with state approval. Paragraph (1)(Q) incorporates the federal rule requirements in 40 CFR §141.86, that water systems operate their corrosion control treatment within approved water quality parameters ranges at all times.

Adopted amendments to §290.117(h)(2)(A) eliminate redundant requirements for source water testing under the federal lead/copper rule by using the lead and copper values obtained through the normally scheduled inorganic SDWA compliance sampling. Paragraph (2) also incorporates the federal definition of a large water system with optimized corrosion control from 40 CFR §141.81(b)(3). The language in paragraph (2)(E) supports the elimination of redundant source water sampling requirements for lead and copper. Paragraph (2)(F) incorporates federal language from 40 CFR §141.81(b)(3)(iii) requiring a water system to notify the state prior to making any changes to the corrosion control treatment.

Section 290.117(i) contains the requirements previously contained in §290.117(g). The material formerly contained in §290.117(i) is moved to §290.117(k) and changed to incorporate new federal provisions. In the title, the term "requirements" replaces "procedures" for accuracy. The phrase "at the ninetieth percentile tap sample" replaces "based on first draw tap water sampling" for consistency with federal requirements. The word "as" is removed for grammatical clarification. The phrase "and according to" replaces "in accordance with" to correct the grammar. The word "stated" is removed for grammatical clarification. The last sentence clarifies the requirements and reference to §290.117(i) and incorporates the reporting requirements of 40 CFR §141.85(c)(8). Section 290.117(i)(2) clarifies the size of the water system described in the requirements of paragraph (2). Paragraph (2)(A) adds the word "water" for clarification and adds language allowing delivery by separate mailing. In subparagraphs (A) - (D) of paragraph (2), the first word in each sentence is no longer capitalized for grammatical accuracy. The existing language in subparagraph (E) is moved to new subparagraph (H) and incorporates federal language from 40 CFR §141.86(c)(8) allowing certain systems to eliminate the requirements of §290.117(i)(2)(D). Paragraph (2)(F) incorporates federal language of 40 CFR §141.86(c)(8) that allows certain systems to forego the requirements of §290.117(i)(2)(B) - (D). Paragraph (2)(G) incorporates federal language from 40 CFR §141.86(c)(8) allowing systems without lead service lines to eliminate language in the federal Public Education Materials pertaining to lead service lines. Subparagraph (G) uniformly incorporates the requirements of the federal language found in 40 CFR §141.85(a) and requires that public education documents be written in language that can be "easily understood." Paragraph (2)(H) contains the statement moved from §290.117(i)(2)(E). In §290.117(i)(3), a citation reference is replaced with the new CFR citation. In compliance with the federal language of 40 CFR §141.85(c)(4), a sentence is added to paragraph (3)(B) to allow for Internet postings where applicable. Paragraph (3)(C) contains federal language from 40 CFR §141.85(a)(2) allowing nontransient, noncommunity systems to alter public education language as applicable. Some of the contents of subparagraph (C) are moved to a new subparagraph (D) for continuity.

Section 290.117(j) contains the existing requirements contained in subsection (h) relating to corrosion control. The existing material contained in §290.117(j) is moved to subsection (l). Subsection (j)(1) incorporates new federal language of 40 CFR §141.82(g) outlining water quality parameter monitoring compliance periods. Subparagraphs (A) - (C) of paragraph (1) incorporate the designated methods for calculating daily water quality parameters values from 40 CFR §141.82(g). Subsection (j)(2) provides guidelines for large water systems that exceed the lead or copper action level during a reduced monitoring period since all the deadlines covered in the first part of paragraph (2) have elapsed. Subsection (j)(3) includes new federal language from 40 CFR §141.81(b)(3)(v) for medium and small systems if they exceed the lead or copper action level during a reduced monitoring period. The term "executive director" replaces "Public Drinking Water program" and "state" in subsection (j)(4).

Section 290.117(k) contains the existing requirements contained in §290.117(i) relating to lead service line replacement. The existing subsection (k) is relettered as subsection (m). Subsection (k)(1) replaces the term "in first-draw" with "during follow up," and incorporates new federal language from 40 CFR §141.84(b) regarding when lead service line replacement must begin. Subsection (k)(2), is deleted. Paragraph (3) is renumbered as paragraph (2) and incorporates new federal requirements of 40 CFR §141.84(d)(1), relating to notification for residents served by lead service lines scheduled for replacement.

Section 290.117(l) is added to contain the requirements previously contained in §290.117(j), relating to analytical and sample preservation methods. The term "or the commission" is added to the list of agencies who may certify labs for consistency with HB 2912 which transfers lab certification from TDH to the commission. Subsection (l)(2) adds the requirements for the laboratory's maximum detection limits, as contained in 40 CFR §141.89(a)(1)(iii). Subsection (l)(5) maintains general consistency with federal requirements by deleting language requiring the commission to supply laboratory submission forms. Subsection (l)(6) is deleted to remove the requirement for the commission to supply the water system with lead and copper sampling bottles.

Section 290.117(m) is added to contain the requirements previously contained in §290.117(k), relating to reporting and recordkeeping requirements. Section 290.117(m)(1)(A) adds a deadline for submitting water quality parameters reports to the ED for consistency with 40 CFR §141.90(a)(1). Paragraph (l)(B) replaces the term "TDH" with the word "approved" in order to comply with HB 2912. New language provides for cases of delinquent water system accounts at the laboratory. New language also provides for the time lag between sample submission to the laboratory and when the data is released to the agency. The last sentence of paragraph (1)(B) is moved to paragraph (1)(G). In paragraph (1)(E), the reference to subsection (i) is changed to (k). In paragraph (1)(F), the reference to subsection (g) is changed to (i). Paragraph (1)(G) adds new federal language from 40 CFR §141.90(a)(1)(ii) related to sample sites used in subsequent sampling rounds. A sentence from paragraph (l)(B) is transferred here. New federal language from 40 CFR §141.90(a)(1)(ii) regarding site invalidation is added to paragraph (l)(G) and the last sentence is deleted.

Adopted §290.118, Secondary Constituent Levels , is amended for consistency and clarification. Subsection (c) is reworded to clarify that all public water systems must measure secondary constituents and replaces the term "point of entry" with "entry point," throughout.

Adopted §290.119, Analytical Procedures , replaces in subsection (a) the term "TDH Bureau of Laboratories" with "executive director" in response to the change of authority over lab certification resulting from HB 2912. Subsection (b)(8) adds the method for total organic carbon analysis to the list of methods.

Adopted §290.121, Monitoring Plans , replaces in subsection (c)(1) and (2) the term "public drinking water program" with "executive director." Subsection (c)(3) clarifies that every public water system must have developed a monitoring plan by January 1, 2004, but that they only need to submit it to the commission when requested to do so. Subsection (c)(4) replaces the term "public drinking water program" with "executive director" and the word "the" is omitted.

Adopted §290.122, Public Notification , incorporates the requirements of the federal Public Notice Rule (40 CFR Parts 9, 141, and 142), reorganizes for clarity, and corrects various typographical errors. The section provides a new subsection (d) that will contain general notification requirements that apply to all levels of notification. Subsection (a) adds a citation to new subsection (d) containing general requirements, and deletes language that is now contained in subsection (d). The citation to the nitrate and nitrite MCLs in subsection (a)(1)(C) is corrected. Subsection (a)(l)(E) is added to include requiring public notice in the event of a waterborne disease outbreak in accordance with federal requirements. The material previously contained in subparagraph (E) is relettered as subparagraph (F). The material currently contained in subsection (a)(2) is moved to subsection (d). The material currently contained in paragraph (3) is renumbered to paragraph (2). New subsection (a)(2) includes the word "initial" to differentiate between ongoing and initial notification requirements and reorganized into subparagraphs. These subparagraphs include the federal requirement that acute notice be given within 24 hours. New paragraph (2)(A) includes the requirement for boil water notices and to add the citation to §290.46(s) relating to special precautions. The material previously contained in subparagraphs (A), (B), and (C) is relettered as subparagraphs (B), (C), and (D), respectively. Paragraphs (4) and (5) of subsection (a) are renumbered as paragraphs (3) and (4), respectively. Subsection (a)(5) is added to require submission of copies of notification documents to the ED within ten days of distribution.

Section 290.122(b) clarifies the conditions for which non-acute notification is required to include MRDLs and variance and exemption violations. The material related to general requirements for notice are moved to subsection (d) and a reference to subsection (d) is added. Subsection (b)(1) initiates the list of violations that require non-acute notifications and the material previously contained in paragraph (l) is moved to subsection (d). Subsection (b)(l)(A) includes the requirement for notification in the event of a violation of an MCL, MRDL, or TT with non-acute potential health effects, and the material previously contained in subparagraph (A) is moved to subsection (d). Subsection (b)(1)(B) includes the requirement for notification if a system fails to comply with the requirements of a variance, exemption or extension, and the material currently contained in subparagraph (B) is moved to subsection (d). Subsection (b)(1)(C) sets out the requirement for notification for other circumstances deemed to have a non-acute health effect, and the material currently in subparagraph (C) is moved to subsection (d). Subsection (b)(2) is reworded to clarify that non-acute notice is required for all conditions listed in the subsection, and to conform with the federal requirement that non-acute notice be given within 30 days of the occurrence.

Adopted §290.122(c) changes the word "which" to "who" in the first sentence to clarify that it is the owner or operator who fails to monitor, not the system, and includes a citation to subsection (d), containing general requirements for notices. Subsection (c)(1) contains the list of circumstances under which systems must give other notice and the material currently contained in paragraph (l) is moved to subsection (d). In response to a comment that noted that the wrong word was contained in the proposed rule in §290.122(c)(1)(A), the commission has changed the word "chloride" to "fluoride." Additionally, the material currently contained in subparagraph (A) is moved to subsection (d). Subsection (c)(1)(B) includes the need for notice in case of failure to perform required monitoring or reporting and the material currently contained in subparagraph (B) is moved to subsection (d). Subsection (c)(1)(C) includes the need for notice in case of noncompliance with analytical or procedural requirements and the material currently contained in subparagraph (C) is moved to subsection (d). New subsection (c)(1)(D) sets out the requirement for notification for systems operating under a variance or exemption. Subsection (c)(3)(A) allows repeat notification to be given using the Consumer Confidence Report and requires repeat notice to be issued every 12 months, in accordance with federal requirements.

Adopted new §290.122(d) adds the general requirements for all notices. Subsection (d)(1) contains the requirement that the notice be given in clear and readily understandable language, that it not be in small type, and that it not be designed in a manner that will frustrate the intent of the notice. Subsection (d)(2) contains the requirement that the notice state the time an event occurred, if notice is given for a specific event. Subsection (d)(3) contains the requirement that notices describe potential adverse health effects. Subsection (d)(3)(A) requires and cites the mandatory notification language contained in 40 CFR §141.32. Subsection (d)(3)(B) requires that the notice describe the population at risk. Subsection (d)(4) contains the requirement that the notice include a description of the system's actions to correct any violations. Subsection (d)(5) contains the requirement that the notice describe what actions citizens should take, such as obtaining other potable water or seeking medical help. Subsection (d)(6) contains the requirement that the notice contain a phone number for additional information. Subsection (d)(7) contains the requirement that, where appropriate, the notice be multilingual. In response to a comment, the commission has added a new paragraph (8) to subsection (d) that reads: "The notice shall include a statement to encourage the notice recipient to distribute the public notice to the other persons served." Subsection (e) is relettered to contain the material currently contained in subsection (d). Subsection (f) is relettered to contain the material currently contained in subsection (e) and is reworded to clarify that a copy of any notification must be sent to the ED within ten days of the notification.

FINAL REGULATORY IMPACT ANALYSIS DETERMINATION

The commission reviewed the adopted rulemaking in light of the regulatory analysis requirements of Texas Government Code, §2001.0225, and determined that the rulemaking is not subject to §2001.0225 because it does not meet the definition of a "major environmental rule" as defined in the act. A "major environmental rule" means a rule, the specific intent of which, is to protect the environment or reduce risks to human health from environmental exposure and that may adversely affect in a material way the economy, a sector of the economy, productivity, competition, jobs, the environment, or the public health and safety of the state or a sector of the state. The intent of the rules is primarily to make technical and grammatical corrections to Subchapters D and F; therefore, this rulemaking does not meet the definition of a "major environmental rule." Furthermore, the rulemaking does not meet any of the four applicability requirements listed in §2001.0225(a). Specifically, the adopted rules do not exceed a federal standard, exceed an express requirement of state law, nor exceed a requirement of a delegation agreement. The adopted rules were not developed solely under the general powers of the agency, but were specifically developed under Texas Health and Safety Code (THSC), §341.031(a), which allows the commission to adopt and enforce rules to implement the SDWA. The purpose of the adopted rules is to make state rules conform to federal IESWTR and the Stage 1 DBPR as required by federal law, and the regulations under 40 CFR Parts 9, 141, and 142. In addition to these corrections, the commission adopts revisions to incorporate the federal Public Notification Rule (65 FR 25981, May 4, 2000), incorporates the federal Lead/Copper Minor Revisions Rule (65 FR 1949, January 12, 2000), and adopts language from SDWA, 42 USC, §300g- 1(b)(10), allowing two-year extensions to the effective dates for new regulations for MCLs and TT requirements when capital improvements are necessary to comply with the rule revisions.

TAKINGS IMPACT ASSESSMENT

The commission evaluated these adopted rules and performed a final assessment of whether they constitute a takings under Texas Government Code, Chapter 2007. The purpose of this rulemaking is to make state rules conform to federal IESWTR and the Stage 1 DBPR as required by federal law (SDWA) and the regulations under 40 CFR Parts 9, 141, and 142 by correcting technical and grammatical errors. In addition to these corrections, the commission adopts revisions to incorporate the federal Public Notification Rule (65 FR 25981 - 26049, May 4, 2000), incorporates the federal Lead/Copper Minor Revisions Rule (65 FR 1949 - 2015, January 12, 2000), and adopts language from SDWA, 42 USC, §300g-1(b)(10), allowing two-year extensions to the effective dates for new regulations for MCLs and TT requirements when capital improvements are necessary to comply with the rule revisions. The adopted rules also implement HB 217 and HB 2912, §18.02, 77th Legislature, 2001. Promulgation and enforcement of these rules will constitute neither a statutory nor a constitutional taking of private real property. There are no burdens imposed on private real property under this rulemaking because the adopted rules neither relate to, nor have any impact on the use or enjoyment of private real property, and there is no reduction in value of the property as a result of this rulemaking.

CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM

The commission reviewed the adopted rulemaking and found that the rules are neither identified in Coastal Coordination Act Implementation Rules, 31 TAC §505.11, relating to Actions and Rules Subject to the Texas Coastal Management Program, nor will they affect any action or authorization identified in §505.11. Therefore, the adopted rules are not subject to the Coastal Management Program.

HEARING AND COMMENTERS

A public hearing was held on February 19, 2002, at 10:00 a.m. In Room 2210, Building F, at 12100 Park 35 Circle, Austin. One individual provided oral comments at the hearing. The following provided oral comments and/or written comments during the comment period: BAC-FLO Unlimited (BAC-FLO); City of Austin (Austin); City of College Station (College Station); City of Fort Worth (Forth Worth); East Texas Irrigation Association (ETIA); Trinity River Authority of Texas (TRA); TXU Business Services on behalf of TXU Generation Company and TXU Mining Company LP (TXU); and thirty-two individuals.

All the commenters suggested changes to the proposal as stated in the RESPONSE TO COMMENTS section of the preamble; regarding the commission's proposed language in §290.46(f)(3)(A)(i)(III) and (ii)(III), TXU commented that it supports the changes to recordkeeping requirements for small public water systems. While many of the commenters recommended changes to the proposed rules, no commenter expressly opposed this rulemaking.

RESPONSE TO COMMENTS

General

BAC-FLO commented that, "...the backflow protection on irrigation systems are generally not tested periodically and not maintained in a working condition due to the lack of enforcement." BAC- FLO recommended mandating periodic testing of backflow prevention assemblies as required in national guidelines and plumbing codes. Additionally, ETIA and 32 individuals commented that "periodic backflow assembly testing requirements . . . should be enacted to protect the public drinking water supply."

RESPONSE

No change has been made as a result of this comment. The commission agrees in part with this comment but has determined that this suggestion is beyond the stated scope of this rulemaking. The commission also determined that if it made this recommended change, it would have a significant impact on those regulated by this chapter as well as on individuals with landscape irrigation systems who are not now required to have this testing performed. Because the suggested language was not included in the rule proposal published in the February 1, 2002 issue of the Texas Register (27 TexReg 679), the potentially affected individuals would be denied the opportunity to comment on this change. This comment may have merit and will be considered for inclusion when this section is next opened for revision.

EITA and 32 individuals further commented that sales of backflow assemblies should be limited to individuals or companies that are properly licensed to install or repair these devices, like plumbers, irrigators, and backflow assembly testers.

RESPONSE

No change has been made as a result of this comment. The commission determined that it does not have legislative authority and jurisdiction to restrict the in-state sales of backflow assemblies to only licensed plumbers, irrigators and backflow assembly testers.

Subchapter D, Rules and Regulations for Public Water Systems

Regarding proposed §290.44(e)(6), College Station commented that because the commission has added a definition for "service line" to the proposed rule, §290.44(e)(6) should be rewritten to change the word "or" between "main" and "lateral" to a comma and to include the words "or service line" after the word "lateral."

RESPONSE

The commission agrees with this comment, however declines to change the rule language as suggested by College Station. Instead, the commission revised the rule language in §290.44(e)(6) to read: "Fire hydrants shall not be installed within nine feet vertically or horizontally of any wastewater main, wastewater lateral or wastewater service line regardless of construction."

Regarding §290.44(e)(7), College Station commented that because the commission added a definition for "service line" to the proposed rule, §290.44(e)(7) should be rewritten to include the words "or service lines" after the word "laterals" at the end of the first sentence and the words "or service" between the words "lateral" and "line" at the end of the second sentence.

RESPONSE

The commission agrees with this comment and while the commission declines to use the language suggested by the commenter, the commission has added new language to paragraph (7) to clarify that suction mains to pumping equipment cannot cross wastewater laterals or wastewater service lines and new language that does not allow raw water supply lines to be installed within five feet of wastewater laterals or wastewater service lines.

Regarding §290.45(e), TRA requested that the commission add a new paragraph (4) stating, "For wholesalers the preferred method of delivery to ground storage tanks is through an Air Gap."

RESPONSE

The commission does not agree that §290.45(e) should be modified to incorporate the suggested language. The suggested language would establish a recommended practice rather than a minimum design standard and, consequently, would be essentially unenforceable. Furthermore, the commission has not determined that the proposal is a universally appropriate recommendation. Both the supplier and the purchaser are public water systems that must meet minimum regulatory standards for design, operation, and maintenance and, consequently, the supply connection between the two systems should pose no immediate threat to either of them. Some other means of backflow prevention may be appropriate in some cases where water from different sources is blended within the storage tank. For example, the wholesaler may prefer to provide backflow prevention if the water being delivered is used to reduce an elevated fluoride level in the water produced by the purchaser's wells. However, even in these cases, the maintenance of an air gap is not the only available method of protecting against backflow. No change was made in response to this comment.

Regarding §290.46(f)(3)(A)(i)(III) and (ii)(III), TXU commented that it supports the changes to recordkeeping requirements for small public water systems.

RESPONSE

The commission appreciates the comments offered in support of the proposed regulatory changes and is adopting §290.46(f)(3)(A)(i)(III) and (ii)(III) as proposed.

Regarding §290.46(s)(2)(B)(i), TRA requested that between the words "standards" and the word "shall" the commission add the words ", if used," to this subparagraph. Regarding §290.46(s)(2)(B)(ii), TRA requested that between the word "with" and the word "secondary" the commission add the words "primary or" to this subparagraph.

RESPONSE

The current rule requires benchtop turbidimeters with primary standards to be calibrated at least once every 90 days and secondary standards to be restandardized each time the turbidimeter is calibrated with primary standards, only if the plant is using secondary standards. If a plant does not use secondary standards, the requirement does not apply. This comment may have merit and will be considered for inclusion when this section is next opened for revision. No change was made as a result of this comment.

Subchapter F, Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Water Systems

Regarding §290.110(c)(5)(A) and (B), TXU commented that the proposed language in subparagraph (A) conflicts with the proposed language in subparagraph (B) and does not meet the intent expressed in the preamble. TXU suggests the language be changed to the following in §290.110(c)(5)(B): "Public water systems that use groundwater or purchased water sources only and serve 250 or more connections or 750 or more people daily, must monitor the disinfectant residual at least once per day...."

RESPONSE

The commission agrees with TXU's comment and has changed the rule language in §290.110(c)(5)(B) to read: "Public water systems that serve at least 250 connections or at least 750 people daily, and use only groundwater or purchased water sources must monitor the disinfectant residual at representative locations in the distribution system at least once per day."

Regarding §290.112, Fort Worth commented that if a system is using a disinfection process such as ozonation or ultraviolet light, the system should get credit, and should be exempt from meeting the TOC reduction. Forth Worth also commented that a system should also be exempt from regulations concerning enhanced coagulation if the THMs measured are below MCL. Finally, Fort Worth commented that these suggested provisions would avoid unnecessary chemical costs.

RESPONSE

The suggested changes are inconsistent with EPA regulations. The federal Stage 1 Disinfectants and Disinfection By-products Rule was based on analysis of conventional systems, including the use of chlorine as a disinfectant. However, the federal rule does not allow systems that use unconventional disinfectants or coagulants to be exempt from the TOC reduction requirements, so no rule change is made in response to these comments.

Regarding §290.122(c)(1)(A), Austin commented that the proposed rule states "that notification will be required for 'exceedance of the SCL for chloride.'" The commenter asks if the commission actually meant "fluoride" and not "chloride."

RESPONSE

The commission agrees with this comment and in §290.122(c)(1)(A) has changed the word "chloride" to "fluoride."

Regarding §290.122(d), Fort Worth commented that "in accordance with federal regulations, paragraph 141.205, a content of the public notice for violations includes: 'A statement to encourage the notice recipient to distribute the public notice to other persons served, using the standard language under paragraph (d)(3) of this section.'" Fort Worth stated that this statement did not appear to be included in the proposed rules.

RESPONSE

The commission agrees with this comment and has added a new paragraph (8) to §290.122(d): "The notice shall include a statement to encourage the notice recipient to distribute the public notice to the other persons served." SUBCHAPTER D: RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS §§290.38, 290.39, 290.41, 290.42, 290.44 - 290.47

Subchapter D. RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS

30 TAC §§290.38, 290.39, 290.41, 290.42, 290.44 - 290.47

STATUTORY AUTHORITY

The amendments are adopted under Texas Water Code (TWC), §5.103, which provides the commission the authority to adopt and enforce rules necessary to carry out its powers and duties under the laws of this state; and under THSC, §341.031, which allows the commission to adopt rules to implement the SDWA, 42 USC, §§300f et seq .

§290.38.Definitions.

The following words and terms, when used in this chapter shall have the following meanings, unless the context clearly indicates otherwise. If a word or term used in this chapter is not contained in the following list, its definition shall be as shown in Title 40 Code of Federal Regulations (CFR) 141.2. Other technical terms used shall have the meanings or definitions listed in the latest edition of The Drinking Water Dictionary, prepared by the American Water Works Association .

(1) Air gap--The unobstructed vertical distance through the free atmosphere between the lowest opening from any pipe or faucet conveying water to a tank, fixture, receptor, sink, or other assembly and the flood level rim of the receptacle. The vertical, physical separation must be at least twice the diameter of the water supply outlet, but never less than 1.0 inch.

(2) ANSI standards--The standards of the American National Standards Institute, Inc., 1430 Broadway, New York, New York 10018.

(3) Approved laboratory--A laboratory certified and approved by the commission to analyze water samples to determine their compliance with maximum allowable constituent levels.

(4) ASME standards--The standards of the American Society of Mechanical Engineers, 346 East 47th Street, New York, New York 10017.

(5) ASTM standards--The standards of the American Society for Testing and Materials, 1916 Race Street, Philadelphia, Pennsylvania 19102.

(6) Auxiliary power--Either mechanical power or electric generators which can enable the system to provide water under pressure to the distribution system in the event of a local power failure. With the approval of the executive director, dual primary electric service may be considered as auxiliary power in areas which are not subject to large scale power outages due to natural disasters.

(7) AWWA standards--The latest edition of the applicable standards as approved and published by the American Water Works Association, 6666 West Quincy Avenue, Denver, Colorado 80235.

(8) Certified laboratory--A laboratory certified by the commission to analyze water samples to determine their compliance with maximum allowable constituent levels.

(9) Community water system--A public water system which has a potential to serve at least 15 residential service connections on a year-round basis or serves at least 25 residents on a year-round basis.

(10) Connection--A single family residential unit or each commercial or industrial establishment to which drinking water is supplied from the system. As an example, the number of service connections in an apartment complex would be equal to the number of individual apartment units. When enough data is not available to accurately determine the number of connections to be served or being served, the population served divided by three will be used as the number of connections for calculating system capacity requirements. Conversely, if only the number of connections is known, the connection total multiplied by three will be the number used for population served. For the purposes of this definition, a dwelling or business which is connected to a system that delivers water by a constructed conveyance other than a pipe shall not be considered a connection if:

(A) the water is used exclusively for purposes other than those defined as human consumption (see human consumption);

(B) the executive director determines that alternative water to achieve the equivalent level of public health protection provided by the drinking water standards is provided for residential or similar human consumption, including, but not limited to, drinking and cooking; or

(C) the executive director determines that the water provided for residential or similar human consumption is centrally treated or is treated at the point of entry by a provider, a pass through entity, or the user to achieve the equivalent level of protection provided by the drinking water standards.

(11) Contamination--The presence of any foreign substance (organic, inorganic, radiological or biological) in water which tends to degrade its quality so as to constitute a health hazard or impair the usefulness of the water.

(12) Cross-connection--A physical connection between a public water system and either another supply of unknown or questionable quality, any source which may contain contaminating or polluting substances, or any source of water treated to a lesser degree in the treatment process.

(13) Disinfectant--Any oxidant, including but not limited to chlorine, chlorine dioxide, chloramines, and ozone added to the water in any part of the treatment or distribution process, that is intended to kill or inactivate pathogenic microorganisms.

(14) Disinfection--A process which inactivates pathogenic organisms in the water by chemical oxidants or equivalent agents.

(15) Distribution system--A system of pipes that conveys potable water from a treatment plant to the consumers. The term includes pump stations, ground and elevated storage tanks, potable water mains, and potable water service lines and all associated valves, fittings, and meters, but excludes potable water customer service lines.

(16) Drinking water--All water distributed by any agency or individual, public or private, for the purpose of human consumption or which may be used in the preparation of foods or beverages or for the cleaning of any utensil or article used in the course of preparation or consumption of food or beverages for human beings. The term "Drinking Water" shall also include all water supplied for human consumption or used by any institution catering to the public.

(17) Drinking water standards--The commission rules covering drinking water standards in Subchapter F of this chapter (relating to Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Water Supply Systems).

(18) Elevated storage capacity--That portion of water which can be stored at least 80 feet above the highest service connection in the pressure plane served by the storage tank.

(19) Emergency power--Either mechanical power or electric generators which can enable the system to provide water under pressure to the distribution system in the event of a local power failure. With the approval of the executive director, dual primary electric service may be considered as emergency power in areas which are not subject to large scale power outages due to natural disasters.

(20) Groundwater--Any water that is located beneath the surface of the ground and is not under the direct influence of surface water.

(21) Groundwater under the direct influence of surface water--Any water beneath the surface of the ground with:

(A) significant occurrence of insects or other macroorganisms, algae, or large-diameter pathogens such as Giardia lamblia or Cryptosporidium , or

(B) significant and relatively rapid shifts in water characteristics such as turbidity, temperature, conductivity, or pH which closely correlate to climatological or surface water conditions.

(22) Health hazard--A cross-connection, potential contamination hazard, or other situation involving any substance that can cause death, illness, spread of disease, or has a high probability of causing such effects if introduced into the potable drinking water supply.

(23) Human consumption--Uses by humans in which water can be ingested into or absorbed by the human body. Examples of these uses include, but are not limited to drinking, cooking, brushing teeth, bathing, washing hands, washing dishes, and preparing foods.

(24) Interconnection--A physical connection between two public water supply systems.

(25) Intruder-resistant fence--A fence six feet or greater in height, constructed of wood, concrete, masonry, or metal with three strands of barbed wire extending outward from the top of the fence at a 45 degree angle with the smooth side of the fence on the outside wall. In lieu of the barbed wire, the fence must be eight feet in height. The fence must be in good repair and close enough to surface grade to prevent intruder passage.

(26) L/d ratio--The dimensionless value that is obtained by dividing the length (depth) of a granular media filter bed by the weighted effective diameter "d" of the filter media. The weighted effective diameter of the media is calculated based on the percentage of the total bed depth contributed by each media layer.

(27) Licensed Professional Engineer--An engineer who maintains a current license through the Texas Board of Professional Engineers in accordance with its requirements for professional practice.

(28) Maximum daily demand--In the absence of verified historical data or in cases where a public water system has imposed mandatory water use restrictions within the past 36 months, maximum daily demand means 2.4 times the average daily demand of the system.

(29) Maximum contaminant level (MCL)--The MCL for a specific contaminant is defined in the section relating to that contaminant.

(30) Milligrams per liter (mg/L)--a measure of concentration, equivalent to and replacing parts per million (ppm) in the case of dilute solutions.

(31) Monthly reports of water works operations--The daily record of data relating to the operation of the system facilities compiled in a monthly report.

(32) National Fire Protection Association (NFPA) standards--The standards of the NFPA 1 Batterymarch Park, Quincy, Massachusetts, 02269-9101.

(33) National Sanitation Foundation (NSF)--The NSF or reference to the listings developed by the foundation, P.O. Box 1468, Ann Arbor, Michigan 48106.

(34) Noncommunity water system--Any public water system which is not a community system.

(35) Nonhealth hazard--A cross-connection, potential contamination hazard, or other situation involving any substance that generally will not be a health hazard, but will constitute a nuisance, or be aesthetically objectionable, if introduced into the public water supply.

(36) Nontransient noncommunity water system--A public water system that is not a community water system and regularly serves at least 25 of the same persons at least six months out of the year.

(37) psi--Pounds per square inch.

(38) Peak hourly demand--In the absence of verified historical data, peak hourly demand means 1.25 times the maximum daily demand (prorated to an hourly rate) if a public water supply meets the commission's minimum requirements for elevated storage capacity and 1.85 times the maximum daily demand (prorated to an hourly rate) if the system uses pressure tanks or fails to meet the commission's minimum elevated storage capacity requirement.

(39) Plumbing inspector--Any person employed by a political subdivision for the purpose of inspecting plumbing work and installations in connection with health and safety laws and ordinances, who has no financial or advisory interest in any plumbing company, and who has successfully fulfilled the examinations and requirements of the Texas State Board of Plumbing Examiners.

(40) Plumbing ordinance--A set of rules governing plumbing practices which is at least as stringent and comprehensive as one of the following nationally recognized codes:

(A) the International Plumbing Code, or

(B) the Uniform Plumbing Code.

(41) Potable water customer service line--The sections of potable water pipe between the customer's meter and the customer's point of use.

(42) Potable water service line--The section of pipe between the potable water main to the customer's side of the water meter. In cases where no customer water meter exists, it is the section of pipe that is under the ownership and control of the public water system.

(43) Potable water main--A pipe or enclosed constructed conveyance operated by a public water system which is used for the transmission or distribution of drinking water to a potable water service line.

(44) Potential contamination hazard--A condition which, by its location, piping or configuration, has a reasonable probability of being used incorrectly, through carelessness, ignorance, or negligence, to create or cause to be created a backflow condition by which contamination can be introduced into the water supply. Examples of potential contamination hazards are:

(A) bypass arrangements;

(B) jumper connections;

(C) removable sections or spools; and

(D) swivel or changeover assemblies.

(45) Public drinking water program--Agency staff designated by the executive director to administer the Safe Drinking Water Act and state statutes related to the regulation of public drinking water. Any report required to be submitted in this chapter to the executive director must be submitted to the Texas Natural Resource Conservation Commission, Water Supply Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087.

(46) Public health engineering practices--Requirements in these sections or guidelines promulgated by the executive director.

(47) Public water system--A system for the provision to the public of water for human consumption through pipes or other constructed conveyances, which includes all uses described under the definition for drinking water. Such a system must have at least 15 service connections or serve at least 25 individuals at least 60 days out of the year. This term includes; any collection, treatment, storage, and distribution facilities under the control of the operator of such system and used primarily in connection with such system, and any collection or pretreatment storage facilities not under such control which are used primarily in connection with such system. Two or more systems with each having a potential to serve less than 15 connections or less than 25 individuals but owned by the same person, firm, or corporation and located on adjacent land will be considered a public water system when the total potential service connections in the combined systems are 15 or greater or if the total number of individuals served by the combined systems total 25 or greater at least 60 days out of the year. Without excluding other meanings of the terms "individual" or "served," an individual shall be deemed to be served by a water system if he lives in, uses as his place of employment, or works in a place to which drinking water is supplied from the system.

(48) Sanitary control easement--A legally binding document securing all land, within 150 feet of a public water supply well location, from pollution hazards. This document must fully describe the location of the well and surrounding lands and must be filed in the county records to be legally binding.

(49) Sanitary survey--An onsite review of the water source, facilities, equipment, operation and maintenance of a public water system, for the purpose of evaluating the adequacy for producing and distributing safe drinking water.

(50) Service line--A pipe connecting the utility service provider's main and the water meter, or for wastewater, connecting the main and the point at which the customer's service line is connected, generally at the customer's property line.

(51) Service pump--Any pump that takes treated water from storage and discharges to the distribution system.

(52) Transfer pump--Any pump which conveys water from one point to another within the treatment process or which conveys water to storage facilities prior to distribution.

(53) Transient noncommunity water system--A public water system that is not a community water system and serves at least 25 persons at least 60 days out of the year, yet by its characteristics, does not meet the definition of a nontransient noncommunity water system.

(54) Uniform Fire Code--The standards of the International Conference of Building Officials, 5360 Workman Mill Road, Whittier, California, 90601-2298.

(55) Wastewater lateral--Any pipe or constructed conveyance carrying wastewater, running laterally down a street, alley, or easement, and receiving flow only from the abutting properties.

(56) Wastewater main--Any pipe or constructed conveyance which receives flow from one or more wastewater laterals.

§290.42.Water Treatment.

(a) Capacity. Based on current acceptable design standards, the total capacity of the public water system's production and treatment facilities must always be greater than its anticipated maximum daily demand.

(b) Groundwater.

(1) Disinfection facilities shall be provided for all groundwater supplies for the purpose of microbiological control and distribution protection and shall be in conformity with applicable disinfection requirements in subsection (e) of this section.

(2) Treatment facilities shall be provided for ground water if the water does not meet the drinking water standards. The facilities provided shall be in conformance with established and proven methods.

(A) Filters provided for turbidity and microbiological quality control shall be preceded by coagulant addition and shall conform to the requirements of subsection (d)(10) of this section. Filtration rates for iron and manganese removal, regardless of the media or type of filter, shall be based on a maximum rate of five gallons per square foot per minute.

(B) The removal of iron and manganese may not be required if it can be demonstrated that these metals can be sequestered so that the discoloration problems they cause do not exist in the distribution system.

(C) All processes involving exposure of the water to atmospheric contamination shall provide for subsequent disinfection of the water ahead of ground storage tanks. Likewise, all exposure of water to atmospheric contamination shall be accomplished in a manner such that insects, birds, and other foreign materials will be excluded from the water. Aerators and all other such openings shall be screened with 16-mesh or finer corrosion-resistant screen.

(3) Any proposed change in the extent of water treatment required will be determined on the basis of geological data, well construction features, nearby sources of contamination, and on qualitative and quantitative microbiological and chemical analyses.

(4) Appropriate laboratory facilities shall be provided for controls as well as to check the effectiveness of disinfection or any other treatment processes employed.

(5) All plant piping shall be constructed to minimize leakage.

(6) All groundwater systems shall provide sampling taps for raw water, treated water, and at a point representing water entering the distribution system at every entry point.

(c) Springs and other water sources.

(1) Water obtained from springs, infiltration galleries, wells in fissured areas, wells in carbonate rock formations, or wells that do not penetrate an impermeable strata or any other source subject to surface or near surface contamination of recent origin shall be evaluated for the provision of treatment facilities. Minimum treatment shall consist of coagulation with direct filtration and adequate disinfection. In all cases, the treatment process shall be designed to achieve at least a 3-log removal or inactivation of Giardia cysts and a 4-log removal or inactivation of viruses before the water is supplied to any consumer. Effective January 1, 2002, the treatment process shall also be designed to provide a 2-log removal of Cryptosporidium oocysts. Treatment facilities constructed after October 1, 2000 shall be designed to achieve at least a 2-log removal of Cryptosporidium oocysts. The executive director may require additional levels of treatment in cases of poor source water quality.

(A) Filters provided for turbidity and microbiological quality control shall conform to the requirements of subsection (d)(11) of this section.

(B) All processes involving exposure of the water to atmospheric contamination shall provide for subsequent disinfection of the water ahead of ground storage tanks. Likewise, all exposure of water to atmospheric contamination shall be accomplished in a manner such that insects, birds, and other foreign materials will be excluded from the water. Aerators and all other such openings shall be screened with 16-mesh or finer corrosion-resistant screen.

(2) Any proposed change in the extent of water treatment required will be determined on the basis of geological data, well construction features, nearby sources of contamination, and qualitative and quantitative microbiological and chemical analyses.

(3) Appropriate laboratory facilities shall be provided for controls as well as for checking the effectiveness of disinfection or any other treatment processes employed.

(4) All plant piping shall be constructed to minimize leakage. No cross-connection or interconnection shall be permitted to exist between a conduit carrying potable water and another conduit carrying raw water or water in a prior stage of treatment.

(5) All systems using springs and other water sources shall provide sampling taps for raw water, treated water, and at a point representing water entering the distribution system at every entry point.

(d) Surface water.

(1) All water secured from surface sources shall be given complete treatment at a plant which provides facilities for pretreatment disinfection, taste and odor control, continuous coagulation, sedimentation, filtration, covered clearwell storage and terminal disinfection of the water with chlorine or suitable chlorine compounds. In all cases, the treatment process shall be designed to achieve at least a 3-log removal or inactivation of Giardia cysts and a 4-log removal or inactivation of viruses before the water is supplied to any consumer. Effective January 1, 2002, the treatment process shall also be designed to achieve at least a 2-log removal of Cryptosporidium oocysts. Treatment facilities constructed after October 1, 2000 shall be designed to achieve at least a 2-log removal of Cryptosporidium oocysts. The executive director may require additional levels of treatment in cases of poor source water quality.

(2) All plant piping shall be constructed so as to be thoroughly tight against leakage. No cross-connection or interconnection shall be permitted to exist in a filtration plant between a conduit carrying filtered or post-chlorinated water and another conduit carrying raw water or water in any prior stage of treatment.

(A) Vacuum breakers must be provided on each hose bibb within the plant facility.

(B) No conduit or basin containing raw water or any water in a prior stage of treatment shall be located directly above, or be permitted to have a single common partition wall with another conduit or basin containing finished water.

(C) Make-up water supply lines to chemical feeder solution mixing chambers shall be provided with an air gap or other acceptable backflow prevention device.

(D) Filters shall be located so that common walls will not exist between them and aerators, mixing and sedimentation basins or clear wells. This rule is not strictly applicable, however, to partitions open to view and readily accessible for inspection and repair.

(E) Filter-to-waste connections, if included, shall be provided with an air gap connection to waste.

(3) Return of the decanted water or sludge to the raw water shall be adequately controlled so that there will be a minimum of interference with the treatment process. Any discharge of wastewater shall be in accordance with all applicable state and federal statutes and regulations including Chapter 305 of this title (relating to Consolidated Permits), Chapter 309 of this title (relating to Domestic Wastewater Effluent Limitation and Plant Siting), and Chapter 319 of this title (relating to General Regulations Incorporated into Permits).

(4) Reservoirs for pretreatment or selective quality control shall be provided where complete treatment facilities fail to operate satisfactorily at times of maximum turbidities or other abnormal raw water quality conditions exist. Recreational activities at such reservoirs shall be prohibited.

(5) Flow measuring devices shall be provided to measure the raw water supplied to the plant, the recycled decant water, the treated water used to backwash the filters, and the treated water discharged from the plant. Additional metering devices shall be provided as appropriate to monitor the flow rate through specific treatment processes. Metering devices shall be located to facilitate use and to assist in the determination of chemical dosages, the accumulation of water production data, and the operation of plant facilities.

(6) Chemical storage facilities shall be designed to ensure a reliable supply of chemicals to the feeders, minimize the possibility and impact of accidental spills, and facilitate good housekeeping.

(A) Bulk storage facilities at the plant shall be adequate to store at least 15 days supply of chemicals at design capacity. However, the executive director may require a larger stock of chemicals based on local resupply ability.

(B) Day tanks shall be provided to minimize the possibility of severely overfeeding liquid chemicals. Day tanks will not be required if adequate process control instrumentation and procedures are employed to prevent chemical overfeed incidents.

(C) Every chemical bulk storage facility and day tank shall have a label that identifies the facility's or tank's contents and a device that indicates the amount of chemical remaining in the facility or tank.

(D) Dry chemicals shall be stored off the floor in a dry room that is located above ground and protected against flooding or wetting from floors, walls, and ceilings.

(E) Bulk storage facilities and day tanks must be designed to minimize the possibility of leaks and spills.

(i) The materials used to construct bulk storage and day tanks must be compatible with the chemicals being stored and resistant to corrosion.

(ii) Except as provided in this clause, adequate containment facilities shall be provided for all liquid chemical storage tanks.

(I) Containment facilities for a single container or for multiple, interconnected containers must be large enough to hold the maximum amount of chemical that can be stored with a minimum freeboard of six vertical inches or to hold 110% of the total volume of the container(s), whichever is less.

(II) Common containment for multiple containers that are not interconnected must be large enough to hold the volume of the largest container with a minimum freeboard of six vertical inches or to hold 110% of the total volume of the container(s), whichever is less.

(III) The materials used to construct containment structures must be compatible with the chemicals stored in the tanks.

(IV) Incompatible chemicals shall not be stored within the same containment structure.

(V) No containment facilities are required for hypochlorite solution containers that have a capacity of 35 gallons or less.

(VI) On a site-specific basis, the executive director may approve the use of double-walled tanks in lieu of separate containment facilities.

(F) Chemical transfer pumps and control systems must be designed to minimize the possibility of leaks and spills.

(G) Piping, pumps, and valves used for chemical storage and transfer must be compatible with the chemical being fed.

(7) Chemical feed and metering facilities shall be designed so that chemicals shall be applied in a manner which will maximize reliability, facilitate maintenance, and ensure optimal finished water quality.

(A) Each chemical feeder shall have a standby or reserve unit. Common standby feeders are permissible, but, generally, more than one standby feeder must be provided due to the incompatibility of chemicals or the state in which they are being fed (solid, liquid or gas).

(B) Chemical feed equipment shall be sized to provide proper dosage under all operating conditions.

(i) Devices designed for determining the chemical feed rate shall be provided for all chemical feeders.

(ii) The capacity of the chemical feeders shall be such that accurate control of the dosage can be achieved at the full range of feed rates expected to occur at the facility.

(iii) Chemical feeders shall be provided with tanks for chemical dissolution when applicable.

(C) Chemical feeders, valves, and piping must be compatible with the chemical being fed.

(D) Chemical feed systems shall be designed to minimize the possibility of leaks and spills and provide protection against backpressure and siphoning.

(E) If enclosed feed lines are used, they shall be designed and installed so as to prevent clogging and be easily maintained.

(F) Dry chemical feeders shall be located in a separate room that is provided with facilities for dust control.

(G) Coagulant feed systems shall be designed so that coagulants are applied to the water prior to or within the mixing basins or chambers so as to permit their complete mixing with the water.

(i) Coagulant feed points shall be located downstream of the raw water sampling tap.

(ii) Coagulants shall be applied continuously during treatment plant operation.

(H) Chlorine feed units, ammonia feed units, and storage facilities shall be separated by solid, sealed walls.

(I) Chemical application points shall be provided to achieve acceptable finished water quality, adequate taste and odor control, corrosion control and disinfection.

(8) Flash mixing equipment shall be provided.

(A) Plants with a design capacity greater than 3.0 million gallons per day must provide at least one hydraulic mixing unit or at least two sets of mechanical flash mixing equipment designed to operate in parallel. Public water systems with other surface water treatment plants, interconnections with other systems, or wells that can meet the system's average daily demand are exempt from the requirement for redundant mechanical flash mixing equipment.

(B) Flash mixing equipment shall have sufficient flexibility to ensure adequate dispersion and mixing of coagulants and other chemicals under varying raw water characteristics and raw water flow rates.

(9) Flocculation equipment shall be provided.

(A) Plants with a design capacity greater than 3.0 million gallons per day must provide at least two sets of flocculation equipment which are designed to operate in parallel. Public water systems with other surface water treatment plants, interconnections with other systems, or wells that can meet the system's average daily demand are exempt from the requirement for redundant flocculation equipment.

(B) Flocculation facilities shall be designed to provide adequate time and mixing intensity to produce a settleable floc under varying raw water characteristics and raw water flow rates.

(i) Flocculation facilities for straight-flow and up-flow sedimentation basins shall provide a minimum theoretical detention time of at least 20 minutes when operated at their design capacity. Flocculation facilities constructed prior to October 1, 2000 are exempt from this requirement if the settled water turbidity of each sedimentation basin remains below 10.0 NTU and the treatment plant meets with turbidity requirements of §290.111 of this title (relating to Turbidity).

(ii) The mixing intensity in multiple-stage flocculators shall decrease as the coagulated water passes from one stage to the next.

(C) Coagulated water or water from flocculators shall flow to sedimentation basins in such a manner as to prevent destruction of floc. Piping, flumes and troughs shall be designed to provide a flow velocity of 0.5 to 1.5 feet per second. Gates, ports and valves shall be designed at a maximum flow velocity of 4.0 feet per second in the transfer of water between units.

(10) Clarification facilities shall be provided.

(A) Plants with a design capacity greater than 3.0 million gallons per day must provide at least two sedimentation basins or clarification units which are designed to operate in parallel. Public water systems with other surface water treatment plants, interconnections with other systems, or wells that can meet the system's average daily demand are exempt from the requirement for redundant sedimentation basins or clarification units.

(B) The inlet and outlet of clarification facilities shall be designed to prevent short-circuiting of flow or the destruction of floc.

(C) Clarification facilities shall be designed to remove flocculated particles effectively.

(i) When operated at their design capacity, basins for straight-flow or up-flow sedimentation of coagulated waters shall provide either a theoretical detention time of at least six hours in the flocculation and sedimentation chambers or a maximum surface overflow rate of 0.6 gallons per minute per square foot of surface area in the sedimentation chamber.

(ii) When operated at their design capacity, basins for straight-flow or up-flow sedimentation of softened waters shall provide either a theoretical detention time of at least 4.5 hours in the flocculation and sedimentation chambers or a maximum surface overflow rate of 1.0 gallon per minute per square foot of surface area in the sedimentation chamber.

(iii) When operated at their design capacity, sludge-blanket and solids-recirculation clarifiers shall provide either a theoretical detention time of at least two hours in the flocculation and sedimentation chambers or a maximum surface overflow rate of 1.0 gallons per minute per square foot in the settling chamber.

(iv) A side wall water depth of at least 12 feet shall be provided in clarification basins that are not equipped with mechanical sludge removal facilities.

(v) The effective length of a straight-flow sedimentation basin shall be at least twice its effective width.

(D) Clarification facilities shall be designed to prevent the accumulation of settled solids.

(i) At treatment plants with a single clarification basin, facilities shall be provided to drain the basin within six hours. In the event that the plant site topography is such that gravity draining cannot be realized, a permanently installed electric powered pump station shall be provided to dewater the basin. Public water systems with other potable water sources that can meet the system's average daily demand are exempt from this requirement.

(ii) Facilities for sludge removal shall be provided by mechanical means or by hopper-bottomed basins with valves capable of complete draining of the units.

(11) Gravity or pressure type filters shall be provided.

(A) The use of pressure filters shall be limited to installations with a treatment capacity of less than 0.50 million gallons per day.

(B) Filtration facilities shall be designed to operate at filtration rates which assure effective filtration at all times.

(i) The design capacity of gravity rapid sand filters shall not exceed a maximum filtration rate of 2.0 gallons per square foot per minute. At the beginning of filter runs for declining rate filters, a maximum filtration rate of 3.0 gallons per square foot per minute is allowed.

(ii) Where high-rate gravity filters are used, the design capacity shall not exceed a maximum filtration rate of 5.0 gallons per square foot per minute. At the beginning of filter runs for declining rate filters, a maximum filtration rate of 6.5 gallons per square foot per minute is allowed.

(iii) The design capacity of pressure filters shall not exceed a maximum filtration rate of 2.0 gallons per square foot per minute with the largest filter off-line.

(iv) Except as provided in clause (vi) of this subparagraph, any surface water treatment plant that provides, or is being designed to provide, less than 7.5 million gallons per day must be able to meet either the maximum daily demand or the minimum required 0.6 gallons per minute per connection, whichever is larger, with all filters on-line.

(v) Any surface water treatment plant that provides, or is being designed to provide, 7.5 million gallons per day or more must be able to meet either the maximum daily demand or the minimum required 0.6 gallons per minute per connection, whichever is larger, with the largest filter off-line.

(vi) Any surface water treatment plant that uses pressure filters must be able to meet either the maximum daily demand or the minimum required 0.6 gallons per minute per connection, whichever is larger, with the largest filter off-line.

(C) The depth and condition of the media and support material shall be sufficient to provide effective filtration.

(i) The filtering material shall conform to AWWA standards and be free from clay, dirt, organic matter and other impurities.

(ii) The grain size distribution of the filtering material shall be as prescribed by AWWA standards.

(iii) The depth of filter sand, anthracite, granular activated carbon, or other filtering materials shall be 24 inches or greater and provide an L/d ratio of at least 1,000.

(I) Rapid sand filters typically contain a minimum of eight inches of fine sand with an effective size of 0.35 to 0.45 mm, eight inches of medium sand with an effective size of 0.45 to 0.55 mm, and eight inches of coarse sand with an effective size of 0.55 to 0.65 mm. The uniformity coefficient of each size range should not exceed 1.6.

(II) High-rate dual media filters typically contain a minimum of twelve inches of sand with an effective size of 0.45 to 0.55 mm and twenty-four inches of anthracite with an effective size of 0.9 to 1.1 mm. The uniformity coefficient of each material should not exceed 1.6.

(III) High-rate multi-media filters typically contain a minimum of three inches of garnet media with an effective size of 0.2 to 0.3 mm, nine inches of sand with an effective size of 0.5 to 0.6 mm, and twenty-four inches of anthracite with an effective size of 0.9 to 1.1 mm. The uniformity coefficient of each size range should not exceed 1.6.

(IV) High-rate mono-media anthracite or granular activated carbon filters typically contain a minimum of 48 inches of anthracite or granular activated carbon with an effective size of 1.0 to 1.2 mm. The uniformity coefficient of each size range should not exceed 1.6.

(iv) Under the filtering material, at least 12 inches of support gravel shall be placed varying in size from 1/16 inch to 2.5 inches. The gravel may be arranged in three to five layers such that each layer contains material about twice the size of the material above it. Other support material may be approved on an individual basis.

(D) The filter shall be provided with facilities to regulate the filtration rate.

(i) With the exception of declining rate filters, each filter unit shall be equipped with a manually adjustable rate-of-flow controller with rate-of-flow indication or flow control valves with indicators.

(ii) Each declining rate filter shall be equipped with a rate-of-flow limiting device or an adjustable flow control valve with a rate-of-flow indicator.

(iii) The effluent line of each filter installed after January 1, 1996, must be equipped with a slow opening valve or another means of automatically preventing flow surges when the filter begins operation.

(E) The filters shall be provided with facilities to monitor the performance of the filter. Monitoring devices shall be designed to provide the ability to measure and record turbidity as required by §290.111 of this title (relating to Turbidity).

(i) Each filter shall be equipped with a sampling tap so that the effluent turbidity of the filter can be individually monitored.

(ii) Each filter with a capacity of 1.0 million gallons per day or more shall be equipped with an on-line turbidimeter.

(iii) Each filter operated by a public water system that serves at least 10,000 people shall be equipped with an on-line turbidimeter and recorder which will allow the operator to determine the turbidity at 15-minute intervals.

(iv) Each filter installed after October 1, 2000 shall be equipped with an on-line turbidimeter and recorder which will allow the operator to determine the turbidity at 15-minute intervals.

(v) Each filter unit shall be equipped with a device to indicate loss of head through the filter. In lieu of loss-of-head indicators, declining rate filter units may be equipped with rate-of-flow indicators.

(F) Filters shall be designed to ensure adequate cleaning during the backwash cycle.

(i) Only filtered water shall be used to backwash the filters. This water may be supplied by elevated wash water tanks, by the effluent of other filters, or by pumps which take suction from the clearwell and are provided for backwashing filters only. For installations having a treatment capacity no greater than 150,000 gallons per day, water for backwashing may be secured directly from the distribution system if proper controls and rate-of-flow limiters are provided.

(ii) The rate of filter backwashing shall be regulated by a rate-of-flow controller or flow control valve.

(iii) The rate of flow of backwash water shall not be less than 20 inches vertical rise per minute (12.5 gpm/sq. ft.) and usually not more than 35 inches vertical rise per minute (21.8 gpm/sq. ft.).

(iv) The backwash facilities shall be capable of expanding the filtering bed during the backwash cycle.

(I) For facilities equipped with air scour, the backwash facilities shall be capable of expanding the filtering bed at least 15% during the backwash cycle.

(II) For mixed-media filters without air scour, the backwash facilities shall be capable of expanding the filtering bed at least 25% during the backwash cycle.

(III) For mono-media sand filters without air scour, the backwash facilities shall be capable of expanding the filtering bed at least 40% during the backwash cycle.

(v) The filter freeboard in inches shall exceed the wash rate in inches of vertical rise per minute.

(vi) When used, surface filter wash systems shall be installed with an atmospheric vacuum breaker or a reduced pressure principle backflow assembly in the supply line. If an atmospheric vacuum breaker is used it shall be installed in a section of the supply line through which all the water passes and which is located above the overflow level of the filter.

(vii) Gravity filters installed after January 1, 1996 shall be equipped with air scour backwash or surface wash facilities.

(G) Each filter installed after October 1, 2000 shall be equipped with facilities that allow the filter to be completely drained without removing other filters from service.

(12) Pipe galleries shall provide ample working room, good lighting and good drainage provided by sloping floors, gutters ad sumps. Adequate ventilation to prevent condensation and to provide humidity control is also required.

(13) The identification of influent, effluent, waste backwash, and chemical feed lines shall be accomplished by the use of labels or various colors of paint. Where labels are used, they shall be placed along the pipe at no greater than five foot intervals. Color coding must be by solid color or banding. If bands are used, they shall be placed along the pipe at no greater than five foot intervals.

(A) A plant that is built or repainted after October 1, 2000 must use the following color code. The color code to be used in labeling pipes is as follows:

Figure: 30 TAC §290.42(d)(13)(A) (No change.)

(B) A plant that was repainted before October 1, 2000 may use an alternate color code. The alternate color code must provide clear visual distinction between process streams.

(C) The system must maintain clear, current documentation of its color code in a location easily accessed by all personnel.

(14) All surface water treatment plants shall provide sampling taps for raw, settled, individual filter effluent, and clearwell discharge. Additional sampling taps shall be provided as appropriate to monitor specific treatment processes.

(15) An adequately equipped laboratory shall be available locally so that daily microbiological and chemical tests can be conducted.

(A) For plants serving 25,000 persons or more, the local laboratory used to conduct the required daily microbiological analyses must be certified by the Texas Department of Health to conduct coliform analyses.

(B) For plants serving populations of less than 25,000, the facilities for making microbiological tests may be omitted if the required microbiological samples can be submitted to one of the Texas Department of Health's certified laboratories on a timely basis.

(C) All surface water treatment plants shall be provided with equipment for making at least the following determinations:

(i) pH;

(ii) temperature;

(iii) disinfectant residual;

(iv) alkalinity;

(v) turbidity;

(vi) jar tests for determining the optimum coagulant dose; and

(vii) other tests deemed necessary to monitor specific water quality problems or to evaluate specific water treatment processes.

(D) An amperometric titrator with platinum-platinum electrodes shall be provided at all surface water treatment plants that use chlorine dioxide.

(E) Each surface water treatment plant that uses sludge-blanket clarifiers shall be equipped with facilities to monitor the depth of the sludge blanket.

(F) Each surface water treatment plant that uses solids-recirculation clarifiers shall be equipped with facilities to monitor the solids concentration in the slurry.

(G) Effective January 1, 2002, each surface water treatment plant shall be provided with a computer and software for recording performance data, maintaining records and submitting reports to the executive director.

(e) Disinfection.

(1) All water obtained from surface sources or groundwater sources that are under the direct influence of surface water must be disinfected in a manner consistent with the requirements of §290.110 of this title (relating to Disinfectant Residuals).

(2) All groundwater must be disinfected prior to distribution. The point of application must be ahead of the water storage tank(s) if storage is provided prior to distribution. Permission to use alternate disinfectant application points must be obtained in writing from the executive director.

(3) Disinfection equipment shall be selected and installed so that continuous and effective disinfection can be secured under all conditions.

(A) Disinfection equipment shall have a capacity at least 50% greater than the highest expected dosage to be applied at any time. It shall be capable of satisfactory operation under every prevailing hydraulic condition.

(B) Automatic proportioning of the disinfectant dosage to the flow rate of the water being treated shall be provided at plants where the treatment rate varies automatically, and at all plants where the treatment rate varies more than 50% above or below the average flow. Manual control shall be permissible at surface water treatment plants or plants treating groundwater under the direct influence of surface water only if an operator is always on hand to make adjustments promptly.

(C) All disinfecting equipment in surface water treatment plants shall include at least one functional standby unit of each capacity for ensuring uninterrupted operation. Common standby units are permissible, but, generally, more than one standby unit must be provided because of the differences in feed rates or the physical state in which the disinfectants are being fed (solid, liquid, or gas).

(D) Facilities shall be provided for determining the amount of disinfectant used daily as well as the amount of disinfectant remaining for use.

(E) When used, solutions of calcium hypochlorite shall be prepared in a separate mixing tank and allowed to settle so that only a clear supernatant liquid is transferred to the hypochlorinator container.

(F) Provisions shall be made for both pretreatment disinfection and post-disinfection in all surface water treatment plants. Additional application points shall be installed if they are required to adequately control the quality of the treated water.

(G) The use of disinfectants other than chlorine will be considered on a case-by-case basis under the exception guidelines of §290.39(l) of this title (relating to General Provisions).

(4) Systems that use chlorine gas must ensure that the risks associated with its use are limited as follows:

(A) When chlorine gas is used, a full-face self-contained breathing apparatus or supplied air respirator that meets Occupational Safety and Health Administration (OSHA) standards for construction and operation, and a small bottle of fresh ammonia solution (or approved equal) for testing for chlorine leakage shall be readily accessible outside the chlorinator room and immediately available to the operator in the event of an emergency.

(B) Housing for gas chlorination equipment and cylinders of chlorine shall be in separate buildings or separate rooms with impervious walls or partitions separating all mechanical and electrical equipment from the chlorine facilities. Housing shall be located above ground level as a measure of safety. Equipment and cylinders may be installed on the outside of the buildings when protected from adverse weather conditions and vandalism.

(C) Adequate ventilation, which includes both high level and floor level screened vents, shall be provided for all enclosures in which gas chlorine is being stored or fed. Enclosures containing more than one operating 150-pound cylinder of chlorine shall also provide forced air ventilation which includes: screened and louvered floor level and high level vents; a fan which is located at and draws air in through the top vent and discharges to the outside atmosphere through the floor level vent; and a fan switch located outside the enclosure. Alternately, systems may install negative pressure ventilation as long as the facilities also have gas containment and treatment as prescribed by the current Uniform Fire Code (UFC).

(5) Hypochlorination solution containers and pumps must be housed in a secure enclosure to protect them from adverse weather conditions and vandalism. The solution container top must be completely covered to prevent the entrance of dust, insects, and other contaminants.

(6) Where anhydrous ammonia feed equipment is utilized, it must be housed in a separate enclosure equipped with both high and low level ventilation to the outside atmosphere. The enclosure must be provided with forced air ventilation which includes: screened and louvered floor level and high level vents; a fan which is located at and draws air in through the floor vent and discharges through the top vent; and a fan switch located outside the enclosure. Alternately, systems may install negative pressure ventilation as long as the facilities also have gas containment and treatment as prescribed by the current Uniform Fire Code (UFC).

(f) Other treatment processes. The adjustment of fluoride ion content, special treatment for iron and manganese reduction, special methods for taste and odor control, demineralization, corrosion control processes, and other proposals covering other treatment processes will be considered on an individual basis, pursuant to §290.39(l) of this title (relating to General Provisions). Package-type treatment systems and their components shall be subject to all applicable design criteria in this section. Where innovative/alternate treatment systems are proposed, the licensed professional engineer must provide pilot test data or data collected at similar full-scale operations demonstrating that the system will produce water that meets the requirements of Subchapter F of this title (relating to Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Drinking Water Supply Systems). Pilot test data must be representative of the actual operating conditions which can be expected over the course of the year. The executive director may require proof of a one-year manufacturers performance warrantee or guarantee assuring that the plant will produce treated water which meets minimum state and federal standards for drinking water quality.

(g) Sanitary facilities for water works installations. Toilet and hand washing facilities provided in accordance with established standards of good public health engineering practices shall be available at all installations requiring frequent visits by operating personnel.

(h) Permits for waste discharges. Permits for discharging wastes from water treatment processes shall be obtained from the agency, if necessary.

(i) Treatment chemicals and media. All chemicals and any additional or replacement process media used in treatment of water supplied by public water systems must conform to American National Standards Institute/National Sanitation Foundation (ANSI/NSF) Standard 60 for direct additives and ANSI/NSF Standard 61 for indirect additives. Conformance with these standards must be obtained by certification of the product by an organization accredited by ANSI.

(j) Safety.

(1) Safety equipment for all chemicals used in water treatment shall meet applicable standards established by the Occupational Safety and Health Administration (OSHA) or the Texas Hazard Communications Act, Health and Safety Code, Title 5, Chapter 502.

(2) Systems must comply with United States Environmental Protection Agency (EPA) requirements for Risk Management Plans.

(k) Plant operations manual. A thorough plant operations manual must be compiled and kept up to date for operator review and reference. This manual should be of sufficient detail to provide the operator with routine maintenance and repair procedures as well as provide telephone numbers of water system personnel, system officials, and local/state/federal agencies to be contacted in the event of an emergency.

§290.44.Water Distribution.

(a) Design and standards. All potable water distribution systems including pump stations, mains, and both ground and elevated storage tanks, shall be designed, installed and constructed in accordance with current American Water Works Association (AWWA) standards with reference to materials to be used and construction procedures to be followed. In the absence of AWWA standards, commission review may be based upon the standards of the American Society for Testing and Materials (ASTM), commercial and other recognized standards utilized by licensed professional engineers.

(1) All newly installed pipes and related products must conform to American National Standards Institute/National Sanitation Foundation (ANSI/NSF) Standard 61 and must be certified by an organization accredited by ANSI.

(2) All plastic pipe for use in public water systems must also bear the National Sanitation Foundation Seal of Approval (NSF-pw) and have an ASTM design pressure rating of at least 150 psi or a standard dimension ratio of 26 or less.

(3) No pipe which has been used for any purpose other than the conveyance of drinking water shall be accepted or relocated for use in any public drinking water supply.

(4) Water transmission and distribution lines must be installed in accordance with the manufacturer's instructions. However, the top of the water line must be located below the frost line and in no case shall the top of the water line be less than 24 inches below ground surface.

(5) The hydrostatic leakage rate shall not exceed the amount allowed or recommended by AWWA formulas.

(b) Lead ban. The following provisions apply to the use of lead in plumbing.

(1) The use of pipes and pipe fittings that contain more than 8.0% lead or solders and flux that contains more than 0.2% lead is prohibited in the following circumstances:

(A) For installation or repair of any public water supply, and

(B) For installation or repair of any plumbing in a residential or nonresidential facility providing water for human consumption and connected to a public drinking water supply system.

(2) This requirement will be waived for lead joints that are necessary for repairs to cast iron pipe.

(c) Minimum water line sizes. The minimum water line sizes are for domestic flows only and do not consider fire flows. Larger pipe sizes shall be used when the licensed professional engineer deems it necessary. It should be noted that the required sizes are based strictly on the number of customers to be served and not on the distances between connections or differences in elevation or the type of pipe. No new water line under two inches in diameter will be allowed to be installed in a public water system distribution system. These minimum line sizes do not apply to individual customer service lines.

Figure: 30 TAC §290.44(c) (No change.)

(d) Minimum pressure requirement. The system must be designed to maintain a minimum pressure of 35 psi at all points within the distribution network at flow rates of at least 1.5 gallons per minute per connection. When the system is intended to provide fire fighting capability, it must also be designed to maintain a minimum pressure of 20 psi under combined fire and drinking water flow conditions.

(1) Air release devices shall be installed in the distribution system at all points where topography or other factors may create air locks in the lines. Air release devices shall be installed in such a manner as to preclude the possibility of submergence or possible entrance of contaminants. In this respect, all openings to the atmosphere shall be covered with 16-mesh or finer, corrosion-resistant screening material or an acceptable equivalent.

(2) When service is to be provided to more than one pressure plane or when distribution system conditions and demands are such that low pressures develop, the method of providing increased pressure shall be by means of booster pumps taking suction from storage tanks. If an exception to this requirement is desired, the designing engineer must furnish for the executive director's review all planning material for booster pumps taking suction from other than a storage tank. The planning material must contain a full description of the supply to the point of suction, maximum demands on this part of the system, location of pressure recorders, safety controls and other pertinent information. Where booster pumps are installed to take suction directly from the distribution system, a minimum residual pressure of 20 pounds per square inch (psi) must be maintained on the suction line at all times. Such installations must be equipped with automatic pressure cut-off devices so that the pumping units become inoperative at a suction pressure of less than 20 psi. In addition, a continuous pressure recording device may be required at a predetermined suspected critical pressure point on the suction line in order to record the hydraulic conditions in the line at all times. If such a record indicates critical minimum pressures (less than 20 psi), adequate storage facilities must be installed with the booster pumps taking suction from the storage facility. Fire pumps used to maintain pressure on automatic sprinkler systems only for fire protection purposes are not considered as in-line booster pumps.

(3) Service connections that require booster pumps taking suction from the public water system lines must be equipped with automatic pressure cut-off devices so that the pumping units become inoperative at a suction pressure of less than 20 psi. Where these types of installations are necessary, the preferred method of pressure maintenance consists of an air gapped connection with a storage tank and subsequent repressurization facilities.

(4) Each community public water system shall provide accurate metering devices at each residential, commercial, or industrial service connection for the accumulation of water usage data. A water system that furnishes the services or commodity only to itself or its employees when that service or commodity is not resold to or used by others is exempt from this requirement.

(5) The system shall be provided with sufficient valves and blowoffs so that necessary repairs can be made without undue interruption of service over any considerable area and for flushing the system when required. The engineering report shall establish criteria for this design.

(6) The system shall be designed to afford effective circulation of water with a minimum of dead ends. All dead-end mains shall be provided with acceptable flush valves and discharge piping. All dead-end lines less than two inches in diameter will not require flush valves if they end at a customer service. Where dead ends are necessary as a stage in the growth of the system, they shall be located and arranged to ultimately connect the ends to provide circulation.

(e) Location of waterlines. The following rules apply to installations of waterlines, wastewater mains or laterals, and other conveyances/appurtenances identified as potential sources of contamination. Furthermore, all ratings specified shall be defined by ASTM or AWWA standards unless stated otherwise. New mains, service lines, or laterals are those that are installed where no main, service line, or lateral previously existed, or where existing mains, service lines, or laterals are replaced with pipes of different size or material.

(1) When new potable water distribution lines are constructed, they shall be installed no closer than nine feet in all directions to wastewater collection facilities. All separation distances shall be measured from the outside surface of each of the respective pieces.

(2) Potable water distribution lines and wastewater mains or laterals that form parallel utility lines shall be installed in separate trenches.

(3) No physical connection shall be made between a drinking water supply and a sewer line. Any appurtenance shall be designed and constructed so as to prevent any possibility of sewage entering the drinking water system.

(4) Where the nine foot separation distance cannot be achieved, the following criteria shall apply:

(A) New Waterline Installation - Parallel Lines.

(i) Where a new potable waterline parallels an existing, non-pressure or pressure rated wastewater main or lateral and the licensed professional engineer licensed in the State of Texas is able to determine that the existing wastewater main or lateral is not leaking, the new potable waterline shall be located at least two feet above the existing wastewater main or lateral, measured vertically, and at least four feet away, measured horizontally, from the existing wastewater main or lateral. Every effort shall be exerted not to disturb the bedding and backfill of the existing wastewater main or lateral.

(ii) Where a new potable waterline parallels an existing pressure rated wastewater main or lateral and it cannot be determined by the licensed professional engineer if the existing line is leaking, the existing wastewater main or lateral shall be replaced with at least 150 psi pressure rated pipe. The new potable waterline shall be located at least two feet above the new wastewater line, measured vertically, and at least four feet away, measured horizontally, from the replaced wastewater main or lateral.

(iii) Where a new potable waterline parallels a new wastewater main, the wastewater main or lateral shall be constructed of at least 150 psi pressure rated pipe. The new potable waterline shall be located at least two feet above the wastewater main or lateral, measured vertically, and at least four feet away, measured horizontally, from the wastewater main or lateral.

(B) New Waterline Installation - Crossing Lines.

(i) Where a new potable waterline crosses an existing, non-pressure rated wastewater main or lateral, one segment of the waterline pipe shall be centered over the wastewater main or lateral such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater main or lateral. The potable waterline shall be at least two feet above the wastewater main or lateral. Whenever possible, the crossing shall be centered between the joints of the wastewater main or lateral. If the existing wastewater main or lateral is disturbed or shows signs of leaking, it shall be replaced for at least nine feet in both directions (18 feet total) with at least 150 psi pressure rated pipe.

(ii) Where a new potable waterline crosses an existing, pressure rated wastewater main or lateral, one segment of the waterline pipe shall be centered over the wastewater main or lateral such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater main or lateral. The potable waterline shall be at least six inches above the wastewater main or lateral. Whenever possible, the crossing shall be centered between the joints of the wastewater main or lateral. If the existing wastewater main or lateral shows signs of leaking, it shall be replaced for at least nine feet in both directions (18 feet total) with at least 150 psi pressure rated pipe.

(iii) Where a new potable waterline crosses a new, non-pressure rated wastewater main or lateral and the standard pipe segment length of the wastewater main or lateral is at least 18 feet, one segment of the waterline pipe shall be centered over the wastewater main or lateral such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater main or lateral. The potable waterline shall be at least two feet above the wastewater main or lateral. Whenever possible, the crossing shall be centered between the joints of the wastewater main or lateral. The wastewater pipe shall have a minimum pipe stiffness of 115 psi at 5.0% deflection. The wastewater main or lateral shall be embedded in cement stabilized sand (see §290.44(e)(4)(B)(vi) of this title) for the total length of one pipe segment plus 12 inches beyond the joint on each end.

(iv) Where a new potable waterline crosses a new, non-pressure rated wastewater main or lateral and a standard length of the wastewater pipe is less than 18 feet in length, the potable water pipe segment shall be centered over the wastewater line. The materials and method of installation shall conform with one of the following options:

(I) Within nine feet horizontally of either side of the waterline, the wastewater pipe and joints shall be constructed with pipe material having a minimum pressure rating of at least 150 psi. An absolute minimum vertical separation distance of two feet shall be provided. The wastewater main or lateral shall be located below the waterline.

(II) All sections of wastewater main or lateral within nine feet horizontally of the waterline shall be encased in an 18 foot (or longer) section of pipe. Flexible encasing pipe shall have a minimum pipe stiffness of 115 psi at 5.0% deflection. The encasing pipe shall be centered on the waterline and shall be at least two nominal pipe diameters larger than the wastewater main or lateral. The space around the carrier pipe shall be supported at five-foot (or less) intervals with spacers or be filled to the springline with washed sand. Each end of the casing shall be sealed with water tight non-shrink cement grout or a manufactured water tight seal. An absolute minimum separation distance of six inches between the encasement pipe and the waterline shall be provided. The wastewater line shall be located below the waterline.

(III) When a new waterline crosses under a wastewater main or lateral, the waterline shall be encased as described for wastewater mains or laterals in subclause (II) of this clause or constructed of ductile iron or steel pipe with mechanical or welded joints as appropriate. An absolute minimum separation distance of one foot between the water line and the wastewater main or lateral shall be provided. Both the waterline and wastewater main or lateral must pass a pressure and leakage test as specified in AWWA C600 standards.

(v) Where a new potable waterline crosses a new, pressure rated wastewater main or lateral, one segment of the waterline pipe shall be centered over the wastewater line such that the joints of the waterline pipe are equidistant and at least nine feet horizontally from the centerline of the wastewater main or lateral. The potable waterline shall be at least six inches above the wastewater main or lateral. Whenever possible, the crossing shall be centered between the joints of the wastewater main or lateral. The wastewater pipe shall have a minimum pressure rating of at least 150 psi. The wastewater main or lateral shall be embedded in cement stabilized sand (see clause (vi) of this subparagraph) for the total length of one pipe segment plus 12 inches beyond the joint on each end.

(vi) Where cement stabilized sand bedding is required, the cement stabilized sand shall have a minimum of 10% cement per cubic yard of cement stabilized sand mixture, based on loose dry weight volume (at least 2.5 bags of cement per cubic yard of mixture). The cement stabilized sand bedding shall be a minimum of six inches above and four inches below the wastewater main or lateral. The use of brown coloring in cement stabilized sand for wastewater main or lateral bedding is recommended for the identification of pressure rated wastewater mains during future construction.

(5) Waterline and Wastewater Main or Lateral Manhole or Cleanout Separation. The separation distance from a potable waterline to a wastewater main or lateral manhole or cleanout shall be a minimum of nine feet. Where the nine-foot separation distance cannot be achieved, the potable waterline shall be encased in a joint of at least 150 psi pressure class pipe at least 18 feet long and two nominal sizes larger than the new conveyance. The space around the carrier pipe shall be supported at five feet intervals with spacers or be filled to the spring line with washed sand. The encasement pipe shall be centered on the crossing and both ends sealed with cement grout or manufactured sealant.

(6) Location of Fire Hydrants. Fire hydrants shall not be installed within nine feet vertically or horizontally of any wastewater main, wastewater lateral or wastewater service line regardless of construction.

(7) Location of Potable or Raw Water Supply or Suction Lines. Suction mains to pumping equipment shall not cross wastewater mains, wastewater laterals or wastewater service lines. Raw water supply lines shall not be installed within five feet of any tile or concrete wastewater main, wastewater lateral, or wastewater service line.

(8) Proximity of Septic Tank Drainfields. Waterlines shall not be installed closer than ten feet to septic tank drainfields.

(f) Sanitary precautions and disinfection. Sanitary precautions, flushing, disinfection procedures and microbiological sampling as prescribed in AWWA standards for disinfecting water mains shall be followed in laying waterlines.

(1) Pipe shall not be laid in water or placed where it can be flooded with water or sewage during its storage or installation.

(2) Special precautions must be taken when water lines are laid under any flowing or intermittent stream or semipermanent body of water such as marsh, bay or estuary. In these cases, the water main shall be installed in a separate watertight pipe encasement and valves must be provided on each side of the crossing with facilities to allow the underwater portion of the system to be isolated and tested to determine that there are no leaks in the underwater line. Alternately, and with the permission of the executive director, the watertight pipe encasement may be omitted.

(3) New mains shall be thoroughly disinfected in accordance with AWWA Standard C651 and then flushed and sampled before being placed in service. Samples shall be collected for microbiological analysis to check the effectiveness of the disinfection procedure. Sampling shall be repeated if contamination persists. A minimum of one sample for each 1,000 feet of completed water line will be required or at the next available sampling point beyond 1,000 feet as designated by the design engineer.

(g) Interconnections.

(1) Each proposal for a direct connection between public drinking water systems under separate administrative authority will be considered on an individual basis.

(A) Documents covering the responsibility for sanitary control shall accompany the submitted planning material.

(B) Each water supply shall be of a safe, potable quality.

(2) Where an interconnection between systems is proposed to provide a second source of supply for one or both systems, the system being utilized as a second source of supply must be capable of supplying a minimum of 0.35 gallons per minute per connection for the total number of connections in the combined distribution systems.

(h) Backflow, siphonage.

(1) No water connection from any public drinking water supply system shall be allowed to any residence or establishment where an actual or potential contamination hazard exists unless the public water facilities are protected from contamination.

(A) At any residence or establishment where an actual or potential contamination hazard exists, additional protection shall be required at the meter in the form of an air gap or backflow prevention assembly. The type of backflow prevention assembly required shall be determined by the specific potential hazard identified in §290.47(i) of this title (relating to Appendices).

(B) At any residence or establishment where an actual or potential contamination hazard exists and an adequate internal cross-connection control program is in effect, backflow protection at the water service entrance or meter is not required.

(i) An adequate internal cross-connection control program shall include an annual inspection and testing by a certified backflow prevention assembly tester on all backflow prevention assemblies used for health hazard protection.

(ii) Copies of all such inspection and test reports must be obtained and kept on file by the water purveyor.

(iii) It will be the responsibility of the water purveyor to ensure that these requirements are met.

(2) No water connection from any public drinking water supply system shall be allowed to any condensing, cooling or industrial process or any other system of nonpotable usage over which the public water supply system officials do not have sanitary control, unless the said connection is made in accordance with the requirements of paragraph (1) of this subsection. Water from such systems cannot be returned to the potable water supply.

(3) Overhead bulk water dispensing stations must be provided with an air gap between the filling outlet hose and the receiving tank to protect against back siphonage and cross-contamination.

(4) All backflow prevention assemblies that are required according to this section and associated table §290.47(i) of this title shall be tested upon installation by a recognized backflow prevention assembly tester and certified to be operating within specifications. Backflow prevention assemblies which are installed to provide protection against health hazards must also be tested and certified to be operating within specifications at least annually by a recognized backflow prevention assembly tester.

(A) Recognized backflow prevention assembly testers shall have completed a executive director approved course on cross-connection control and backflow prevention assembly testing, pass an examination administered by the TNRCC or its designated agent and hold current professional certification as a backflow prevention assembly tester.

(i) Backflow prevention assembly testers are qualified to test and repair assemblies on any domestic, commercial, industrial, or irrigation service.

(ii) Backflow prevention assembly testers may test and repair assemblies on firelines only if they are permanently employed by an Approved Fireline Contractor. The State Fire Marshall's office requires that any person performing maintenance on firelines must be employed by an Approved Fireline Contractor.

(B) Gauges used in the testing of backflow prevention assemblies shall be tested for accuracy annually in accordance with the University of Southern California's Manual of Cross-Connection Control or the American Water Works Association Recommended Practice for Backflow Prevention and Cross-Connection Control (Manual M14). Public water systems shall require testers to include test gauge serial numbers on "Test and Maintenance" report forms andensure testers have gauges tested for accuracy.

(C) A Test Report must be completed by the recognized backflow prevention assembly tester for each assembly tested. The signed and dated original must be submitted to the public water supplier for record keeping purposes. Any form which varies from the format specified in Appendix F of this title (relating to Backflow Prevention Assembly Test and Maintenance Report) must be approved by the executive director prior to being placed in use.

(5) The use of a backflow prevention assembly at the service connection shall be considered as additional backflow protection and shall not negate the use of backflow protection on internal hazards as outlined and enforced by local plumbing codes.

(6) At any residence or establishment where there is no actual or potential contamination hazard, a backflow prevention assembly is not required.

(i) Water hauling. When drinking water is distributed by tank truck or trailer, it must be accomplished in the following manner:

(1) Water shall be obtained from an approved source.

(2) The equipment used to haul the water must be approved by the executive director and must be constructed as follows:

(A) The tank truck or trailer shall be used for transporting drinking water only and shall be labeled "Drinking Water." Tanks which have been used previously for purposes other than transporting potable liquids shall not be used for hauling drinking water.

(B) The tank shall be watertight and of an approved material which is impervious and easily cleaned and disinfected. Any paint or coating and any plastic or fiberglass materials used as contact surfaces must be approved by the United States Environmental Protection Agency, the United States Food and Drug Administration, or the National Sanitation Foundation. Effective January 1, 1993, any newly installed surfaces shall conform to ANSI/NSF Standard 61 and must be certified by an organization accredited by ANSI.

(C) The tank shall have a manhole and a manhole cover which overlaps the raised manhole opening by a minimum of two inches and terminates in a downward direction. The cover shall fit firmly on the manhole opening and shall be kept locked.

(D) The tank shall have a vent which is faced downward and located to minimize the possibility of drawing contaminants into the stored water. The vent must be screened with 16-mesh or finer corrosion-resistant material.

(E) Connections for filling and emptying the tank shall be properly protected to prevent the possible entrance of contamination. These openings must be provided with caps and keeper chains.

(F) A drain shall be provided which will completely empty the tank for cleaning or repairs.

(G) When a pump is used to transfer the water from the tank, the pump shall be permanently mounted with a permanent connection to the tank. The discharge side of the pump shall be properly protected between uses by a protective cap and keeper chain.

(H) Hoses used for the transfer of drinking water to and from the tank shall be used only for that purpose and labeled for drinking water only. The hoses shall conform to ANSI/NSF Standard 61 and must be certified by an entity recognized by the commission. Hoses and related appurtenances must be cleaned and disinfected on a regular basis during prolonged use or before start-up during intermittent use. Hoses must be properly stored between uses and must be provided with caps and keeper chains or have the ends connected together.

(I) The tank shall be disinfected monthly and at any time that contamination is suspected.

(J) At least one sample per month from each tank shall be collected and submitted for microbiological analysis to one of the commission's approved laboratories for each month of operation.

(K) A minimum free chlorine residual of 0.5 mg/l or, if chloramines are used as the primary disinfectant, a chloramine residual of 1.0 mg/l (measured as total chlorine) shall be maintained in the water being hauled. Chlorine or chlorine containing compounds may be added on a "batch" basis to maintain the required residual.

(L) Operational records detailing the amount of water hauled, purchases, microbiological sampling results, chlorine residual readings, dates of disinfection and source of water shall be maintained.

§290.46.Minimum Acceptable Operating Practices for Public Drinking Water Systems.

(a) General. When a public drinking water supply system is to be established, plans shall be submitted to the executive director for review and approval prior to the construction of the system. All public water systems are to be constructed in conformance with these sections and maintained and operated in accordance with the following minimum acceptable operating practices. Owners and operators shall allow entry to members of the commission and employees and agents of the commission onto any public or private property at any reasonable time for the purpose of inspecting and investigating conditions relating to public water systems in the state. Members, employees, or agents acting under this authority shall observe the establishment's rules and regulations concerning safety, internal security, and fire protection, and if the property has management in residence, shall notify management or the person then in charge of his presence and shall exhibit proper credentials.

(b) Microbiological. Submission of samples for microbiological analysis shall be as required by Subchapter F of this chapter (relating to Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Water Supply Systems). Microbiological samples may be required by the executive director for monitoring purposes in addition to the routine samples required by the drinking water standards. These samples shall be submitted to a certified laboratory. (A list of the certified laboratories can be obtained by contacting the executive director).

(c) Chemical. Samples for chemical analysis shall be submitted as directed by the executive director.

(d) Disinfectant residuals and monitoring. A disinfectant residual must be continuously maintained during the treatment process and throughout the distribution system.

(1) Disinfection equipment shall be operated and monitored in a manner that will assure compliance with the requirements of §290.110 of this title (relating to Disinfectant Residuals).

(2) The disinfection equipment shall be operated to maintain the following minimum disinfectant residuals in each finished water storage tank and throughout the distribution system at all times:

(A) a free chlorine residual of 0.2 mg/l; or

(B) a chloramine residual of 0.5 mg/l (measured as total chlorine) for those systems that feed ammonia.

(e) Operation by trained and licensed personnel. Except as provided in paragraph (7) of this subsection, all public water systems must be operated continuously under the direct supervision of an adequately trained and appropriately licensed water works operator.

(1) Systems serving no more than 1,000 connections must employ at least one operator meeting the applicable requirements of paragraph (3) of this subsection.

(2) Systems that serve more than 1,000 connections must employ at least two operators who meet the applicable requirements of paragraph (3) of this subsection.

(3) The production, treatment, and distribution facilities of all public water systems must be operated at all times under the direct supervision of a water works operator who holds an applicable, valid license issued by the executive director.

(A) Systems serving fewer than 250 connections must employ an operator with a Class "D" or higher license if they only use groundwater or purchased treated water.

(B) Systems that serve 250 or more connections must employ an operator with a Class "C" or higher license if they only use purchased treated water.

(C) Systems that serve 250 or more connections must employ an operator with a Class "C" or higher Groundwater license if they use groundwater and do not treat groundwater that is under the direct influence of surface water or surface water.

(D) Systems that treat groundwater that is under the direct influence of surface water and do not treat surface water must meet the following requirements related to the direct supervision of their facilities:

(i) Systems which utilize cartridge filters must employ an operator who has a Class "C" or higher Surface water license or has a Class "C" or higher Groundwater license and has completed a four-hour training course on monitoring and reporting requirements.

(ii) Systems which utilize coagulant addition and direct filtration must employ an operator who has a Class "C" or higher Surface Water license or has a Class "C" or higher Groundwater license and has completed a 40-hour Surface Water Production course.

(iii) Systems which utilize complete surface water treatment must comply with the requirements of subparagraph (E) of this paragraph.

(iv) Each plant must have at least one Class "C" or higher operator on duty at the plant when it is in operation or the plant must be provided with continuous turbidity and disinfectant residual monitors with automatic plant shutdown and alarms to summon operators so as to ensure that the water produced continues to meet the commission's drinking water standards during periods when the plant is not staffed.

(E) Systems that treat surface water must meet the following requirements related to the supervision of their facilities.

(i) Beginning January 1, 2003, systems that treat surface water must employ at least one operator who holds a Class "B" or higher surface water license. Until January 1, 2003, these systems must employ at least one operator who holds a Class "B" or higher surface water license or who holds a Class "C" or higher Surface water license and has completed an approved 20-hour water laboratory course.

(ii) Each surface water treatment plant must have at least one Class "C" or higher surface water operator on duty at the plant when it is in operation or the plant must be provided with continuous turbidity and disinfectant residual monitors with automatic plant shutdown and alarms to summon operators so as to ensure that the water produced continues to meet the commission's drinking water standards during periods when the plant is not staffed.

(iii) Public water systems shall not allow Class "D" operators to adjust or modify the treatment processes at surface water treatment plant unless an operator who holds a Class "C" or higher surface license is present at the plant and has issued specific instructions regarding the proposed adjustment.

(4) Beginning January 1, 2004, the treatment facilities at all systems using chlorine dioxide must be under the direct supervision of a licensed operator who has completed additional training. Unless a higher level of certification is required by paragraph (3) of this subsection, public water systems using chlorine dioxide must place those facilities under the direct supervision of a licensed operator who has a Class "C" or higher license and has completed an approved water laboratory course.

(5) Public water systems shall not allow new or repaired production, treatment, storage, pressure maintenance or distribution facilities to be placed into service without the prior guidance and approval of a licensed water works operator.

(6) Public water systems shall ensure that their operators are trained regarding the use of all chemicals used in the water treatment plant. Training programs shall meet applicable standards established by the Occupational Safety and Health Administration (OSHA) or the Texas Hazard Communications Act, Texas Health and Safety Code, Title 6, Chapter 502.

(7) Transient noncommunity public water systems are exempt from the requirements of this subsection if they use only groundwater or purchase treated water from another public water system.

(f) Operating records and reports. Water systems must maintain a record of water works operation and maintenance activities and submit periodic operating reports.

(1) The public water system's operating records must be organized, and copies must be kept on file or stored electronically.

(2) The public water system's operating records must be accessible for review during inspections.

(3) All public water systems shall maintain a record of operations.

(A) The following records shall be retained for at least two years:

(i) the amount of chemicals used:

(I) Systems that treat surface water or groundwater under the direct influence of surface water shall maintain a record of the amount of each chemical used each day.

(II) Systems that serve 250 or more connections or serve 750 or more people shall maintain a record of the amount of each chemical used each day.

(III) Systems that serve fewer than 250 connections, serve fewer than 750 people, and use only groundwater or purchased treated water shall maintain a record of the amount of each chemical used each week;

(ii) the volume of water treated:

(I) Systems that treat surface water or groundwater under the direct influence of surface water shall maintain a record of the amount of water treated each day.

(II) Systems that serve 250 or more connections or serve 750 or more people shall maintain a record of the amount of water treated each day.

(III) Systems that serve fewer than 250 connections, serve fewer than 750 people, and use only groundwater or purchase treated water shall maintain a record of the amount of water treated each week;

(iii) the date, location, and nature of water quality, pressure, or outage complaints received by the system and the results of any subsequent complaint investigation;

(iv) the dates that dead-end mains were flushed;

(v) the dates that storage tanks and other facilities were cleaned; and

(vi) the maintenance records for water system equipment and facilities.

(B) The following records shall be retained for at least three years:

(i) copies of notices of violation and any resulting corrective actions. The records of the actions taken to correct violations of primary drinking water regulations must be retained for at least three years after the last action taken with respect to the particular violation involved;

(ii) copies of any public notice issued by the water system;

(iii) the disinfectant residual monitoring results from the distribution system;

(iv) the turbidity monitoring results and exception reports for individual filters as required by §290.111 of this title (relating to Turbidity);

(v) the calibration records for laboratory equipment, flow meters, rate-of-flow controllers, on-line turbidimeters, and on-line disinfectant residual analyzers; and

(vi) the records of backflow prevention device programs.

(C) The following records shall be retained for a period of five years after they are no longer in effect:

(i) the records concerning a variance or exemption granted to the system; and

(ii) Concentration Time (CT) studies for surface water treatment plants.

(D) The following records shall be retained for at least five years:

(i) the results of microbiological analyses;

(ii) the results of inspections (as required in subsection (m)(1) of this section) for all water storage and pressure maintenance facilities; and

(iii) the results of inspections as required by subsection (m)(2) of this section for all pressure filters.

(E) The following records shall be retained for at least 10 years:

(i) copies of Monthly Operating Reports and any supporting documentation including turbidity monitoring results of the combined filter effluent;

(ii) the results of chemical analyses;

(iii) any written reports, summaries, or communications relating to sanitary surveys of the system conducted by the system itself, by a private consultant, or by the executive director shall be kept for a period not less than 10 years after completion of the survey involved; and

(iv) copies of the Customer Service Inspection reports required by subsection (j) of this section.

(F) A public water system shall maintain records relating to special studies and pilot projects, special monitoring, and other system-specific matters as directed by the executive director.

(4) Water systems shall submit any monthly or quarterly reports required by the executive director.

(A) The reports must be submitted to the Texas Natural Resource Conservation Commission, Water Supply Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087 by the tenth day of the month following the end of the reporting period.

(B) The reports must contain all the information required by the drinking water standards and the results of any special monitoring tests which have been required.

(C) The reports must be completed in ink, typed, or computer-printed and must be signed by the certified water works operator.

(g) Disinfection of new or repaired facilities. Disinfection by or under the direction of water system personnel must be performed when repairs are made to existing facilities and before new facilities are placed into service. Disinfection must be performed in accordance with AWWA requirements and water samples must be submitted to a laboratory approved by the Texas Department of Health. The sample results must indicate that the facility is free of microbiological contamination before it is placed into service. When it is necessary to return repaired mains to service as rapidly as possible, doses may be increased to 500 mg/l and the contact time reduced to one-half hour.

(h) Calcium hypochlorite. A supply of calcium hypochlorite disinfectant shall be kept on hand for use when making repairs, setting meters, and disinfecting new mains prior to placing them in service.

(i) Plumbing ordinance. Public water systems must adopt an adequate plumbing ordinance, regulations, or service agreement with provisions for proper enforcement to insure that neither cross-connections nor other unacceptable plumbing practices are permitted. See §290.47(b) of this title (relating to Appendices). Should sanitary control of the distribution system not reside with the purveyor, the entity retaining sanitary control shall be responsible for establishing and enforcing adequate regulations in this regard. The use of pipes and pipe fittings that contain more than 8.0% lead or solders and flux that contain more than 0.2% lead is prohibited for installation or repair of any public water supply and for installation or repair of any plumbing in a residential or nonresidential facility providing water for human consumption and connected to a public drinking water supply system. This requirement may be waived for lead joints that are necessary for repairs to cast iron pipe.

(j) Customer service inspections. A customer service inspection certificate shall be completed prior to providing continuous water service to new construction, on any existing service either when the water purveyor has reason to believe that cross-connections or other potential contaminant hazards exist, or after any material improvement, correction, or addition to the private water distribution facilities. Any customer service inspection certificate form which varies from the format found in §290.47(d) of this title (relating to Customer Service Inspection Certificate) must be approved by the executive director prior to being placed in use.

(1) Individuals with the following credentials shall be recognized as capable of conducting a customer service inspection certification.

(A) Plumbing Inspectors and Water Supply Protection Specialists licensed by the Texas State Board of Plumbing Examiners.

(B) Customer service inspectors who have completed a commission approved course, passed an examination administered by the TNRCC or its designated agent and hold current professional certification or endorsement as a customer service inspector.

(2) As potential contaminant hazards are discovered, they shall be promptly eliminated to prevent possible contamination of the water supplied by the public water system. The existence of a health hazard, as identified in §290.47(i) of this title, shall be considered sufficient grounds for immediate termination of water service. Service can be restored only when the health hazard no longer exists, or until the health hazard has been isolated from the public water system in accordance with §290.44(h) of this title (relating to Water Distribution).

(3) These customer service inspection requirements are not considered acceptable substitutes for and shall not apply to the sanitary control requirements stated in §290.102(a)(5) of this title (relating to Definitions).

(4) A customer service inspection is an examination of the private water distribution facilities for the purpose of providing or denying water service. This inspection is limited to the identification and prevention of cross connections, potential contaminant hazards and illegal lead materials. The customer service inspector has no authority or obligation beyond the scope of the commission's regulations. A customer service inspection is not a plumbing inspection as defined and regulated by the Texas State Board of Plumbing Examiners (TSBPE). A customer service inspector is not permitted to perform plumbing inspections. State statutes and TSBPE adopted rules require that TSBPE licensed plumbing inspectors perform plumbing inspections of all new plumbing and alterations or additions to existing plumbing within the municipal limits of all cities, towns and villages which have passed an ordinance adopting one of the plumbing codes recognized by TSBPE. Such entities may stipulate that the customer service inspection be performed by the plumbing inspector as a part of the more comprehensive plumbing inspection. Where such entities permit customer service inspectors to perform customer service inspections, the customer service inspector shall report any violations immediately to the local entity's plumbing inspection department.

(k) Interconnection. No physical connection between the distribution system of a public drinking water supply and that of any other water supply shall be permitted unless the other water supply is of a safe, sanitary quality and the interconnection is approved by the executive director.

(l) Flushing of mains. All dead-end mains must be flushed at monthly intervals or more frequently if water quality complaints are received from water customers or if disinfectant residuals fall below acceptable levels as specified in §290.110 of this title (relating to Disinfectant Residuals).

(m) Maintenance and housekeeping. The maintenance and housekeeping practices used by a public water system shall ensure the good working condition and general appearance of the system's facilities and equipment. The grounds and facilities shall be maintained in a manner so as to minimize the possibility of the harboring of rodents, insects, and other disease vectors, and in such a way as to prevent other conditions that might cause the contamination of the water.

(1) Each of the system's ground, elevated and pressure tanks shall be inspected annually by water system personnel or a contracted inspection service.

(A) Ground and elevated storage tank inspections must determine that the vents are in place and properly screened, the roof hatches closed and locked, flap valves and gasketing provide adequate protection against insects, rodents and other vermin, the interior and exterior coating systems are continuing to provide adequate protection to all metal surfaces, and the tank remains in a watertight condition.

(B) Pressure tank inspections must determine that the pressure release device and pressure gauge are working properly, the air-water ratio is being maintained at the proper level, the exterior coating systems are continuing to provide adequate protection to all metal surfaces, and the tank remains in watertight condition. Pressure tanks provided with an inspection port must have the interior surface inspected every five years.

(C) All tanks shall be inspected annually to determine that instrumentation and controls are working properly.

(2) When pressure filters are used, a visual inspection of the filter media and internal filter surfaces shall be conducted annually to ensure that the filter media is in good condition and the coating materials continue to provide adequate protection to internal surfaces.

(3) When cartridge filters are used, filter cartridges shall be changed at the frequency required by the manufacturer, or more frequently if needed.

(4) All water storage and pressure maintenance facilities, distribution system lines and related appurtenances shall be maintained in a watertight condition and be free of excessive solids.

(5) Basins used for water clarification shall be maintained free of excessive solids to prevent possible carryover of sludge and the formation of tastes and odors.

(n) Engineering plans and maps. Plans, specifications, maps and other pertinent information shall be maintained to facilitate the operation and maintenance of the system's facilities and equipment. The following records shall be maintained on file at the public water system and be available to the executive director upon request:

(1) Accurate and up-to-date detailed as-built plans or record drawings and specifications for each treatment plant, pump station, and storage tank shall be maintained at the public water system until the facility is decommissioned. As-built plans of individual projects may be used to fulfill this requirement if the plans are maintained in an organized manner.

(2) An accurate and up-to-date map of the distribution system shall be available so that valves and mains can be easily located during emergencies.

(3) Copies of well completion data such as well material setting data, geological log, sealing information (pressure cementing and surface protection), disinfection information, microbiological sample results and a chemical analysis report of a representative sample of water from the well shall be kept on file for as long as the well remains in service.

(o) Filter backwashing at surface water treatment plants. Filters must be backwashed when a loss of head differential of six to ten feet is experienced between the influent and effluent loss of head gauges or when the turbidity level at the effluent of the filter reaches 1.0 NTU.

(p) Data on water system ownership and management. The agency shall be provided with information regarding water system ownership and management.

(1) When a water system changes ownership, a written notice of the transaction must be provided to the executive director. When applicable, notification shall be in accordance with Chapter 291 of this title (relating to Water Rates). Those systems not subject to Chapter 291 of this title shall notify the executive director of changes in ownership by providing the name of the current and prospective owner or responsible official, the proposed date of the transaction, and the address and phone number of the new owner or responsible official. The information listed in this paragraph and the system's public drinking water supply identification number, and any other information necessary to identify the transaction shall be provided to the executive director 120 days before the date of the transaction.

(2) On an annual basis, the owner of a public water system shall provide the executive director with a written list of all the operators and operating companies that the public water system employs. The notice shall contain the name, license number, and license class of each employed operator and the name and registration number of each employed operating company. See §290.47(g) of this title (relating to Appendices).

(q) Special precautions. Special precautions must be instituted by the water system owner or responsible official in the event of low distribution pressures (below 20 psi), water outages, microbiological samples found to contain E. coli or fecal coliform organisms, failure to maintain adequate chlorine residuals, elevated finished water turbidity levels, or other conditions which indicate that the potability of the drinking water supply has been compromised.

(1) Boil water notifications must be issued to the customers within 24 hours using the prescribed notification format as specified in §290.47(e) of this title (relating to Appendices). A copy of this notice shall be provided to the executive director. Bilingual notification may be appropriate based upon local demographics. Once the boil water notification is no longer in effect, the customers must be notified in a manner similar to the original notice.

(2) The flowchart found in §290.47(h) of this title shall be used to determine if a boil water notification must be issued in the event of a loss of distribution system pressure. If a boil water notice is issued pursuant to this section, it shall remain in effect until water distribution pressures in excess of 20 psi can consistently be maintained, a minimum of 0.2 mg/l free chlorine residual or 0.5 mg/l chloramine residual (measured as total chlorine) is present throughout the system, and water samples collected for microbiological analysis are found negative for coliform organisms.

(3) A boil water notification shall be issued if the turbidity of the finished water produced by a surface water treatment plant exceeds 5.0 NTU. The boil water notice shall remain in effect until the water entering the distribution system has a turbidity level below 1.0 NTU, the distribution system has been thoroughly flushed, a minimum of 0.2 mg/l free chlorine residual or 0.5 mg/l chloramine residual (measured as total chlorine) is present throughout the system, and water samples collected for microbiological analysis are found negative for coliform organisms.

(4) Other protective measures may be required at the discretion of the executive director.

(r) Minimum pressures. All public water systems shall be operated to provide a minimum pressure of 35 psi throughout the distribution system under normal operating conditions. The system shall also be operated to maintain a minimum pressure of 20 psi during emergencies such as fire fighting.

(s) Testing equipment. Accurate testing equipment or some other means of monitoring the effectiveness of any chemical treatment processes must be used by the system.

(1) Flow measuring devices and rate-of-flow controllers that are required by §290.42(d) of this title shall be calibrated at least once every 12 months.

(2) Laboratory equipment used for compliance testing shall be properly calibrated.

(A) pH meters shall be properly calibrated.

(i) Benchtop pH meters shall be calibrated according to manufacturers specifications at least once each day.

(ii) The calibration of benchtop pH meters shall be checked with at least one buffer each time a series of samples is run, and if necessary, recalibrated according to manufacturers specifications.

(iii) On-line pH meters shall be calibrated according to manufacturers specifications at least once each day.

(B) Turbidimeters shall be properly calibrated.

(i) Benchtop turbidimeters shall be calibrated with primary standards at least once every 90 days. Each time the turbidimeter is calibrated with primary standards, the secondary standards shall be restandardized.

(ii) The calibration of benchtop turbidimeters shall be checked with secondary standards each time a series of samples is tested, and if necessary, recalibrated with primary standards.

(iii) On-line turbidimeters shall be calibrated with primary standards at least once every 90 days.

(iv) The calibration of online turbidimeters shall be checked at least once each week with a primary standard, a secondary standard, or the manufacturer's proprietary calibration confirmation device or by comparing the results from the on-line unit with the results from a properly calibrated benchtop unit. If necessary, the on-line unit shall be recalibrated with primary standards.

(C) Disinfectant residual analyzers shall be properly calibrated.

(i) The accuracy of manual disinfectant residual analyzers shall be verified at least once every 30 days using chlorine solutions of known concentrations.

(ii) Continuous disinfectant residual analyzers shall be calibrated at least once every 90 days using chlorine solutions of known concentrations.

(iii) The calibration of continuous disinfectant residual analyzers shall be checked at least once each month with a chlorine solution of known concentration or by comparing the results from the on-line analyzer with the result of approved benchtop amperometric, spectrophotometric, or titration method.

(t) System ownership. All community water systems shall post a legible sign at each of its production, treatment, and storage facilities. The sign shall be located in plain view of the public and shall provide the name of the water supply and an emergency telephone number where a responsible official can be contacted.

(u) Abandoned wells. Abandoned public water supply wells owned by the system must be plugged with cement according to 16 TAC Chapter 76 (relating to Water Well Drillers and Water Well Pump Installers). Wells that are not in use and are non-deteriorated as defined in those rules must be tested every five years or as required by the executive director to prove that they are in a non-deteriorated condition. The test results shall be sent to the executive director for review and approval. Deteriorated wells must be either plugged with cement or repaired to a non-deteriorated condition.

(v) Electrical wiring. All water system electrical wiring must be installed in a securely mounted conduit in compliance with a local or national electrical code.

§290.47.Appendices.

(a) Appendix A. Recognition as a Superior or Approved Public Water System.

Figure: 30 TAC §290.47(a) (No change.)

(b) Appendix B. Sample Service Agreement.

Figure: 30 TAC §290.47(b) (No change.)

(c) Appendix C. Sample Sanitary Control Easement Document for a Public Water Well.

Figure: 30 TAC §290.47(c) (No change.)

(d) Appendix D. Customer Service Inspection Certification.

Figure: 30 TAC §290.47(d) (No change.)

(e) Appendix E. Boil Water Notification.

Figure: 30 TAC §290.47 (e) (No change.)

(f) Appendix F. Sample Backflow Prevention Assembly Test and Maintenance Report.

Figure: 30 TAC §290.47(f)

(g) Appendix G. Operator and/or Employment Notice.

Figure: 30 TAC §290.47(g)

(h) Appendix H. Special Precautions.

Figure: 30 TAC §290.47(h)

(i) Appendix I. Assessment of Hazard and Selection of Assemblies.

Figure: 30 TAC §290.47(i)

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202608

Stephanie Bergeron

Director Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: February 1, 2002

For further information, please call: (512) 239-6087


Subchapter F. DRINKING WATER STANDARDS GOVERNING DRINKING WATER QUALITY AND REPORTING REQUIREMENTS FOR PUBLIC WATER SUPPLY SYSTEMS

30 TAC §§290.102 - 290.104, 290.106 - 290.115, 290.117 - 290.119, 290.121, 290.122

STATUTORY AUTHORITY

The amendments are adopted under the Texas Water Code (TWC), §5.103, which provides the commission the authority to adopt and enforce rules necessary to carry out its powers and duties under the laws of this state; TWC, §5.122, which allows the commission to delegate uncontested matters to the executive director; and under THSC, §341.031, which allows the commission to adopt rules to implement the SDWA, 42 USC, §§300f et seq .

§290.102.General Applicability.

(a) General Applicability. This subchapter shall apply to all public water systems as described in each section, unless the system:

(1) consists only of distribution and storage facilities (and does not have any production and treatment facilities);

(2) obtains all of its water from, but is not owned or operated by, a public water system to which such standards apply;

(3) does not sell water to any person;

(4) is not a carrier which conveys passengers in interstate commerce; and

(5) is subject to plumbing restrictions and inspections by the public water system which provides the water.

(b) Variances and exemptions. Variances and exemptions may be granted at the discretion of the executive director according to the Safety Drinking Water Act (SDWA), 42 United States Code (USC), §300g-4 and §300g-5, and according to National Primary Drinking Water Regulations, Subpart K, 40 CFR §§142.301 - 142.313. The executive director may not approve variances or exemptions from:

(1) the maximum contaminant level (MCL) for total coliforms, nitrate, nitrite, or total nitrate and nitrite;

(2) the maximum residual disinfection level (MRDL) for chlorine dioxide; or

(3) the treatment technique requirements for filtration and disinfection.

(c) Extensions. An extension to the compliance deadline for an MCL or treatment technique that becomes effective on or after January 1, 2002 may be granted at the discretion of the executive director in accordance with the SDWA, 42 USC, §300g-1(b)(10).

(1) The executive director may extend the effective date of an MCL or treatment technique for up to two years if all of the following conditions apply:

(A) there are no acute violations associated with the new MCL or treatment technique for which the extension is being granted;

(B) the executive director determines that granting the extension will not result in an unreasonable risk to public health;

(C) the extension is granted only to public water systems that were in operation on the date that the MCL or treatment technique was promulgated by the EPA;

(D) the executive director determines that capital improvements are needed to comply with the new MCL or treatment technique;

(E) the executive director approves a schedule identifying the capital improvements necessary to bring the system into compliance with the new MCL or treatment technique; and

(F) the EPA has not already incorporated a two-year extension into the effective date for the new MCL or treatment technique requirement.

(2) An application for an extension must be submitted to the executive director in writing by the owner or responsible party of the water system. The request must include a statement identifying the new MCL or treatment technique which is not being met and a general long range plan for meeting the new requirement.

(3) The executive director may issue an extension covering a group or class of systems with a common MCL or treatment technique which is not met without individual applications.

(d) Any person may file a motion to overturn the executive director's decision to grant or deny a variance, exemption, or extension under this section according to the procedures set out in §50.139 of this title (relating to Motion to Overturn Executive Director's Decision).

(e) Monitoring Schedule. All monitoring required by this chapter shall be conducted in a manner and on a schedule approved by the executive director in concurrence with the requirements of the administrator of the EPA.

(f) Modified Monitoring. When a public water system supplies water to one or more other public water systems, the executive director may modify the monitoring requirements imposed by this chapter to the extent that the interconnection of the systems justifies treating them as a single system for monitoring purposes. Any modified monitoring shall be conducted pursuant to a schedule specified by the executive director in concurrence with the requirements of the administrator of the EPA.

§290.110.Disinfectant Residuals.

(a) Applicability. All public water systems shall properly disinfect water before it is distributed to any customer and shall maintain acceptable disinfectant residuals within the distribution system.

(b) Minimum and maximum acceptable disinfectant concentrations. Public water systems shall provide the minimum levels of disinfectants in accordance with the provisions of this section. Public water systems shall not exceed the maximum residual disinfectant levels (MRDLs) provided in this section. The disinfection process at a system treating surface water or groundwater under the direct influence of surface water shall meet the treatment technique requirements provided in this section.

(1) The disinfection protocols used by public water systems with surface water sources or groundwater sources that are under the direct influence of surface water must ensure that the total treatment process achieves at least 99.9% (3-log) inactivation or removal of Giardia lamblia cysts and at least 99.99% (4-log) inactivation or removal of viruses before the water is supplied to any consumer. The executive director may require additional levels of treatment in cases of poor source water quality.

(A) The disinfection process at a surface water treatment plant that uses coagulation, flocculation, sedimentation, and filtration facilities shall provide at least a 0.5-log inactivation of Giardia lamblia cysts and a 2-log inactivation of viruses.

(B) The disinfection process at a surface water treatment plant or a plant treating groundwater under the direct influence of surface water that uses microfiltration or ultrafiltration processes shall provide at least a 4-log inactivation of viruses.

(C) The disinfection process at other types of treatment plants shall provide the level of disinfection required by the executive director.

(2) The residual disinfectant concentration in the water entering the distribution system shall be at least 0.2 mg/L free chlorine or 0.5 mg/L chloramine.

(3) The chlorine dioxide residual of the water entering the distribution system shall not exceed an MRDL of 0.8 mg/L.

(4) The residual disinfectant concentration in the water within the distribution system shall be at least 0.2 mg/L free chlorine or 0.5 mg/L chloramine.

(5) The running annual average of the free chlorine or chloramine residual of the water within the distribution system shall not exceed an MRDL of 4.0 mg/L.

(A) Effective January 1, 2002, public water systems that serve at least 10,000 people and use surface water sources or groundwater sources that are under the influence of surface water must comply with the MRDL for chlorine and chloramine.

(B) Effective January 1, 2004, all community water systems and nontransient, noncommunity water systems must comply with the MRDL for chlorine and chloramine.

(c) Monitoring requirements. Public water systems shall monitor the performance of the disinfection facilities to ensure that appropriate disinfectant levels are maintained. All monitoring conducted pursuant to the requirements of this section must be conducted at sites designated in the public water system's monitoring plan.

(1) Public water systems that treat surface water sources or groundwater sources under the direct influence of surface water must verify that they meet the disinfection requirements of subsection (b)(1) of this section.

(A) The disinfectant residual, pH, temperature, and flow rate of the water in each disinfection zone must be measured at least once each day during a time when peak hourly raw water flow rates are occurring.

(B) Disinfection contact time will be based on tracer study data or a theoretical analysis submitted by the system owner or their designated agent and approved by the executive director and the actual flow rate that is occurring at the time that monitoring occurs.

(C) Treatment plants that fail to demonstrate an appropriate level of treatment must repeat these tests at four-hour or shorter intervals until compliance has been reestablished.

(2) Public water systems that treat surface water or groundwater under the direct influence of surface water must verify that they meet the disinfection requirements of subsection (b)(2) of this section.

(A) Public water systems that treat surface water or groundwater under the direct influence of surface water and sell treated water on a wholesale basis or serve more than 3,300 people must continuously monitor and record the disinfectant residual of the water entering the distribution system. If there is a failure in the continuous monitoring equipment, grab sampling every four hours may be conducted in lieu of continuous monitoring, but for no more than five working days following the failure of the equipment.

(B) Public water systems that treat surface water or groundwater under the direct influence of surface water, serve 3,300 or fewer people and do not sell treated water on a wholesale basis must monitor and record the disinfectant residual of the water entering the distribution system with either continuous monitors or grab samples.

(i) If a system uses grab samples, the samples must be collected on an ongoing basis at the frequency prescribed in the following table.

Figure: 30 TAC §290.110(c)(2)(B)(i) (No change.)

(ii) The grab samples cannot be taken at the same time and the sampling interval is subject to the executive director's review and approval.

(iii) Treatment plants that use grab samples and fail to detect an appropriate disinfectant residual must repeat the test at four-hour or shorter intervals until compliance has been reestablished.

(3) Public water systems that treat groundwater or that purchase and resell treated water must, upon the request of the executive director, verify that they meet the disinfection requirements of subsection (b)(2) of this section.

(4) Each treatment plant using chlorine dioxide must monitor and record the chlorine dioxide residual of the water entering the distribution system at least once each day. If the chlorine dioxide residual in the water entering the distribution system exceeds the MRDL contained in subsection (b)(3) of this section, the treatment plant must conduct additional tests.

(A) If the public water system does not have additional chlorination facilities in the distribution system, it must conduct three additional tests at the service connection nearest the treatment plant where an elevated chlorine dioxide residual was detected. The first additional test must be conducted within two hours after detecting an elevated chlorine dioxide residual at the entry point to the distribution system. The two subsequent tests must be conducted at six-hour to eight-hour intervals thereafter.

(B) If the public water system has additional chlorination facilities in the distribution system, it must conduct an additional test at the service connection nearest the treatment plant where an elevated chlorine dioxide residual was detected, an additional test at the first service connection after the point where the water is rechlorinated, and an additional test at a location in the far reaches of the distribution system. The additional test at the location nearest the treatment plant must be conducted within two hours after detecting an elevated chlorine dioxide residual at the entry point to the distribution system. The two other tests must be conducted at six-hour to eight-hour intervals thereafter.

(5) Public water systems shall monitor the disinfectant residual at various locations throughout the distribution system.

(A) Public water systems that use groundwater or purchased water sources only and serve fewer than 250 connections and fewer than 750 people daily, must monitor the disinfectant residual at representative locations in the distribution system at least once every seven days.

(B) Public water systems that serve at least 250 connections or at least 750 people daily, and use only groundwater or purchased water sources must monitor the disinfectant residual at representative locations in the distribution system at least once per day.

(C) Public water systems using surface water sources or groundwater under the influence of surface water must monitor the disinfectant residual tests at least once per day at representative locations in the distribution system.

(D) All public water systems must monitor the residual disinfectant concentration each time that a bacteriological sample is collected, as specified in §290.109 of this title (relating to Microbial Contaminants).

(d) Analytical requirements. All monitoring required by this section must be conducted at a facility approved by the executive director and using methods that conform to the requirements of §290.119 of this title (relating to Analytical Procedures).

(1) The pH analysis must be conducted using a pH meter with a minimum accuracy of plus or minus 0.1 pH units.

(2) The temperature of the water must be measured using a thermometer or thermocouple with a minimum accuracy of plus or minus 0.5 degrees Celsius.

(3) The free chlorine residual must be measured to a minimum accuracy of plus or minus 0.1 mg/L using one of the following methods:

(A) Amperometric titration;

(B) DPD Ferrous titration; or

(C) DPD colorimetric.

(i) The free chlorine residual within the treatment plant and at the point where the treated water enters the distribution system must be measured with a colorimeter or spectrophotometer.

(ii) The free chlorine residual within the distribution system must be measured with a colorimeter, spectrophotometer, or color comparator test kit.

(D) Springaldizine (FACTS)

(4) The chloramine residual must be measured to a minimum accuracy of plus or minus 0.1 mg/L using one of the following methods:

(A) Amperometric titration;

(B) DPD Ferrous titration; or

(C) DPD colorimetric.

(i) The chloramine residual within the treatment plant and at the point where the treated water enters the distribution system must be measured with a colorimeter or spectrophotometer.

(ii) The chloramine residual within the distribution system must be measured with a colorimeter, spectrophotometer, or color comparator test kit.

(5) The chlorine dioxide residual must be measured to a minimum accuracy of plus or minus 0.05 mg/L using an amperometric titrator with platinum-platinum electrodes.

(e) Reporting requirements. Any owner or operator of a public water system subject to the provisions of this section is required to report to the executive director the results of any test, measurement, or analysis required by this section.

(1) Systems exceeding the MRDL for chlorine dioxide in subsection (b)(3) of this section must report the exceedance to the executive director at least by the end of the next business day.

(2) Public water systems that use surface water sources or groundwater sources under the direct influence of surface water must submit a Monthly Operating Report for Surface Water Treatment Plants each month. Until January 1, 2001, systems must submit commission Form 0102A. After January 1, 2001, systems must submit commission Form 0102C.

(3) Public water systems that use chlorine dioxide must submit a Chlorine Dioxide Monthly Operating Report (commission Form 0690) each month.

(4) Effective January 1, 2004, public water systems that use purchased water or groundwater sources only must submit a Quarterly Distribution Report for Public Water Systems each quarter.

(5) Monthly and quarterly reports required by this section must be submitted to the Texas Natural Resource Conservation Commission, Water Supply Division, P.O. Box 13087, MC 155, Austin, Texas 78711-3087 by the tenth day of the month following the end of the reporting period.

(f) Compliance determinations. Compliance with the requirements of this section shall be determined using the following criteria.

(1) All samples used for compliance must be obtained at sampling sites designated in the monitoring plan.

(A) All samples collected at sites designated in the monitoring plan as microbiological and disinfectant residual monitoring sites shall be included in the compliance determination calculations.

(B) Samples collected at sites in the distribution system not designated in the monitoring plan shall not be included in the compliance determination calculations.

(2) A public water system that fails to conduct the monitoring tests required by this section commits a monitoring violation.

(3) A public water system that fails to report the results of the monitoring tests required by this section commits a reporting violation.

(4) A public water system that uses surface water sources or groundwater sources under the direct influence of surface water and fails to meet the requirements of subsection (b)(1) or (2) of this section for a period longer than four consecutive hours commits a nonacute treatment technique violation. A public water system that fails to conduct the additional testing required by subsection (c)(1)(C) and (c)(2)(B)(iii) of this section also commits a nonacute treatment technique violation.

(5) A public water system that uses chlorine dioxide and exceeds the level specified in subsection (b)(3) of this section violates the MRDL for chlorine dioxide.

(A) If a public water system violates the MRDL for chlorine dioxide and any of the three additional distribution samples exceeds the MRDL, the system commits an acute MRDL violation for chlorine dioxide.

(B) If a public water system violates the MRDL for chlorine dioxide and fails to collect each of the three additional distribution samples required by subsection (c)(4) of this section, the system commits an acute MRDL violation for chlorine dioxide.

(C) If a public water system violates the MRDL for chlorine dioxide but none of the three additional distribution samples violates the MRDL, the system commits an nonacute MRDL violation for chlorine dioxide.

(6) A public water system that fails to meet the requirements of subsection (b)(4) of this section, in more than 5.0% of the samples collected each month, for any two consecutive months, commits a nonacute treatment technique violation. Specifically, the system commits a nonacute violation if the value "V" in the following formula exceeds 5.0% per month for any two consecutive months:

Figure: 30 TAC §290.110(f)(6) (No change.)

(7) A public water system violates the MRDL for chlorine or chloramine if, at the end of any quarter, the running annual average of monthly averages exceeds the level specified in subsection (b)(5) of this section.

(8) Notwithstanding the MRDLs listed in subsection (b) of this section, operators shall increase residual disinfectant levels of chlorine or chloramines (but not chlorine dioxide) in the distribution system to a level and for a time necessary to protect public health to address specific microbiological contamination problems caused by circumstances such as distribution line breaks, storm runoff events, source water contamination, or cross-connections.

(9) If a public water system's failure to monitor makes it impossible to determine compliance with the MRDL for chlorine or chloramines, the system commits an MRDL violation for the entire period covered by the annual average.

(g) Public notification requirements. The owner or operator of a public water system that violates the requirements of this section must notify the executive director and the people served by the system.

(1) A public water system that fails to meet the requirements of subsection (b)(3) of this section, shall notify the executive director by the end of the next business day and the customers in accordance with the requirements of §290.122 of this title (relating to Public Notification). Public notification requirements. The owner or operator of a public water system that violates the requirements of this section must notify the executive director and the people served by the system.

(A) A public water system that has an acute violation of the MRDL for chlorine dioxide must notify the customers in accordance with the requirements of §290.122(a) of this title.

(B) A public water system that has a non-acute violation of the MRDL for chlorine dioxide must notify the customers in accordance with the requirements of §290.122(b) of this title.

(2) A public water system that uses surface water sources or groundwater sources under the direct influence of surface water and fails to meet the minimum disinfection requirements of subsection (b)(1) or (2) of this section shall notify the executive director by the end of the next business day and the customers in accordance with the requirements of §290.122(b) of this title.

(3) A public water system that fails to meet the requirements of subsection (b)(4) of this section in more than 5.0% of the samples collected each month for two consecutive months must notify its customers.

(A) A public water system that uses surface water or groundwater under the direct influence of surface water must notify its customers in accordance with the requirements of §290.122(b) of this title.

(B) A public water system that uses only groundwater or purchased water must notify its customers when it issues its annual consumer confidence report.

(4) A public water system that fails to meet the requirements of subsection (b)(5) of this section shall notify the executive director by the end of the next business day and the customers in accordance with the requirements of §290.122(b) of this title.

(5) A public water system which fails to conduct the monitoring required by this section must notify its customers of the violation in accordance with the requirements of §290.122(c) of this title.

§290.111.Turbidity.

(a) Applicability. A public water system that treats surface water or groundwater under the direct influence of surface water must comply with the requirements of this section. A public water system that uses groundwater under the direct influence of surface water must comply with the requirements of this section by a date specified by the executive director. This compliance date shall not exceed 18 months from the date that the executive director first notifies the system that the groundwater source is under the direct influence of surface water.

(b) Treatment technique requirements for turbidity. The filtration techniques used by public water systems treating surface water or groundwater under the direct influence of surface water must ensure the system meets the following treatment technique requirements and criteria.

(1) Through December 31, 2001, the treatment process used by public water systems treating surface water or groundwater under the direct influence of surface water must achieve at least a 3-log removal or inactivation of Giardia lamblia cysts and a 4-log removal or inactivation of viruses before the water is supplied to any consumer. The executive director may require additional levels of treatment in cases of poor source water quality.

(A) Treatment plants using conventional media filtration must achieve the following turbidity levels.

(i) The turbidity level of the combined filter effluent must never exceed 5.0 NTU.

(ii) The turbidity level of the combined filter effluent must be 0.5 NTU or less in at least 95% of the samples tested each month. The executive director may allow a turbidity level of up to 1.0 NTU in at least 95% of the samples if the system can achieve the required 3-log removal or inactivation of Giardia lamblia cysts and 4-log removal or inactivation of viruses at that higher turbidity level.

(B) Membrane facilities must meet site-specific performance standards approved by the executive director.

(2) Beginning January 1, 2002, the treatment process must achieve at least a 2-log removal of Cryptosporidium oocysts, a 3-log removal or inactivation of Giardia lamblia cysts, and a 4-log removal or inactivation of viruses before the water is supplied to any consumer. The executive director may require additional levels of treatment in cases of poor source water quality.

(A) Treatment plants using conventional media filtration must achieve the following turbidity levels.

(i) The turbidity level of the combined filter effluent must never exceed 1.0 NTU.

(ii) The turbidity level of the combined filter effluent must be 0.3 NTU or less in at least 95% of the samples tested each month.

(B) Membrane facilities must meet site-specific performance standards approved by the executive director.

(C) The executive director may extend the compliance date for systems serving fewer than 10,000 people.

(i) The compliance date may not be extended beyond January 1, 2004.

(ii) During any extension that is granted, the turbidity level of the combined filter effluent must meet the requirements of subsection (b)(1) of this section.

(3) The filtration techniques used by public water systems that serve 10,000 people or more and treat surface water or groundwater under the direct influence of surface water must ensure the system meets the following criteria.

(A) Beginning January 1, 2002, the turbidity from each individual filter should not exceed 0.5 NTU at four hours after the individual filter is returned to service after backwash or shut down.

(B) Beginning January 1, 2002, the turbidity from each individual filter should never exceed 1.0 NTU.

(c) Monitoring requirements for turbidity. Public water systems with surface water sources or groundwater sources that are under the direct influence of surface water shall monitor the performance of their filtration facilities.

(1) Public water systems that serve fewer than 500 people must monitor the turbidity of the combined filter effluent at least once each day that the system serves water to the public.

(2) Public water systems that serve 500 people or more must monitor the turbidity of the combined filter effluent at least every four hours that the system serves water to the public.

(3) Beginning January 1, 2002, public water systems that serve 10,000 people or more must continuously monitor the filtered water turbidity at the effluent of each individual filter and record the turbidity value every 15 minutes.

(4) Beginning January 1, 2002, public water systems that serve fewer than 10,000 people and use surface water or groundwater under the direct influence of surface water must measure and record the filtered water turbidity level at the effluent of each individual filter at least once each day that the plant is in operation.

(5) Special monitoring requirements. Beginning January 1, 2002, public water systems which serve 0,000 people or more and fail to meet the turbidity criteria specified in subsection (b)(3) of this section must conduct additional monitoring. The executive director can waive these special monitoring requirements for systems that have a corrective action schedule approved by the executive director.

(A) Each time a filter exceeds either of the filtered water turbidity levels specified in subsection (b)(3) of this section for two consecutive 15-minute readings, the public water system must either identify the cause of the exceedance or complete a Filter Profile Report on the filter within seven days of the exceedance.

(B) Each time a filter exceeds the filtered turbidity level specified in subsection (b)(3)(B) of this section for two consecutive 15-minute readings on three separate occasions during any consecutive three month period, the public water system must conduct a filter assessment on the filter within 14 days of the exceedance.

(C) Each time the filtered water turbidity level for a specific filter or any combination of individual filters exceeds 2.0 NTU on two consecutive 15-minute readings during two consecutive months, the public water system must participate in a third-party comprehensive performance evaluation within 90 days of the exceedance.

(d) Analytical requirements for turbidity. All monitoring required by this section must be conducted by a facility approved by the executive director and using methods that conform to the requirements of §290.119 of this title. Equipment used for compliance measurements must be maintained and calibrated in accordance with §290.46(s) of this title (relating to Minimum Acceptable Operating Practices for Public Drinking Water Systems).

(1) Turbidity must be measured with turbidimeters that use EPA Method 180.1 and Standard Method 2130B or Great Lakes Instruments Method 2.

(2) Monitoring of combined filter effluent may be conducted by either continuously monitoring turbidity levels with an on-line turbidimeter or measuring the turbidity level in grab samples with a benchtop turbidimeter.

(3) Beginning January 1, 2002, systems serving 10,000 or more people must monitor the turbidity of the water produced by individual filters with a continuous, on-line turbidimeter and a continuous recorder.

(A) Continuous individual filter turbidity may be recorded electronically by a SCADA system or on a strip chart. Circular strip charts, if used, must be set to record no more than one day's readings per chart.

(B) If there is a failure in the continuous turbidity monitoring equipment, the system must conduct grab sampling every four hours in lieu of continuous monitoring but for no more than five working days following the failure of the equipment.

(4) Beginning January 1, 2002, systems serving fewer than 10,000 people must monitor the turbidity of the water produced by individual filters by continuously monitoring turbidity levels with an on-line turbidimeter or measuring the turbidity level in grab samples with a benchtop turbidimeter.

(e) Reporting requirements for turbidity. Public water systems shall properly complete and submit periodic reports to demonstrate compliance with this section.

(1) A public water system that has a turbidity level exceeding 1.0 NTU in the combined filter effluent shall notify the executive director by the next business day.

(2) Public water systems which use surface water sources or groundwater sources under the direct influence of surface water, must submit a Monthly Operating Report for Surface Water Treatment Plants each month. Until January 1, 2001, systems must submit commission Form 0102A. After January 1, 2001, systems must submit commission Form 0102C.

(3) Public water systems that must complete the additional monitoring required by subsection (c)(5)(A) of this section must submit a Filter Profile Report for Individual Filters (commission Form 10276) with their Monthly Operating Report for Surface Water Treatment Plants.

(4) Public water systems that must complete the additional monitoring required by subsection (c)(5)(B) of this section must submit a Filter Assessment Report for Individual Filters (commission Form 10277) with their Monthly Operating Report for Surface Water Treatment Plants.

(5) Public water systems that must complete the additional monitoring required by subsection (c)(5)(C) of this section must submit a Request for Compliance CPE (commission Form 10278) with their Monthly Operating Report for Surface Water Treatment Plants.

(6) Periodic reports required by this section must be submitted to the Texas Natural Resource Conservation Commission, Water Supply Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087 by the tenth day of the month following the end of the reporting period.

(f) Compliance determination. Compliance with the requirements of this section shall be determined using the following criteria.

(1) A public water system that fails to conduct the combined filter effluent or individual filter monitoring tests required by this section commits a monitoring violation.

(2) A public water system that fails to report the results of the combined filter effluent or individual filter monitoring tests required by this section commits a reporting violation.

(3) Beginning on January 1, 2002, a public water system that serves 10,000 or more people and fails to submit the reports required by subsection (e)(3) - (5) of this section commits a reporting violation.

(4) A public water system that has a turbidity level exceeding 5.0 NTU in the combined filter effluent commits an acute treatment technique violation.

(5) Until December 31, 2001, a public water system that violates the requirements of subsection (b)(1)(A)(ii) of this section commits a treatment technique violation.

(6) Beginning January 1, 2002, a public water system that violates the requirements of subsection

(b) (2)(A) of this section commits a treatment technique violation.

(7) Beginning January 1, 2002, a system that fails to correct the performance-limiting factors identified in a CPE conducted pursuant to the requirements of subsection (c)(5)(C) of this section commits a violation.

(g) Public notification for turbidity. The owner or operator of a public water system that violates the requirements of this section must notify the executive director and the people served by the system.

(1) A public water system that has a turbidity level exceeding 5.0 NTU in the combined filter effluent shall notify the executive director and the water system customers of the acute violation by the next business day in accordance with the requirements of §290.46(q) of this title and §290.122(a) of this title (relating to Public Notification).

(2) A public water system that fails to meet the treatment technique requirements of subsection (b)(1) or (2) of this section shall notify the executive director by the end of the next business day and the water system customers in accordance with the requirements of §290.122(b) of this title.

(3) A public water system which fails to conduct the monitoring required by this section must notify its customers of the violation in accordance with the requirements of §290.122(c) of this title.

§290.122.Public Notification.

(a) Public notification requirements for acute violations. The owner or operator of a public water system must notify persons served by their system of any MCL or treatment technique violation that poses an acute threat to public health. Each notice required by this section must meet the requirements of subsection (d) of this section.

(1) Violations that pose an acute threat to public health include:

(A) A violation of the acute MCL for microbial contaminants as defined in §290.109(f)(1) of this title (relating to Microbial Contaminants);

(B) A treated water turbidity level above 5.0 NTU in the combined filter effluent of a treatment plant that is treating surface water or groundwater under the direct influence of surface water;

(C) A violation of the MCL for nitrate or nitrite as defined in §290.106(f)(2) of this title (relating to Inorganic Contaminants);

(D) A violation of the acute MRDL for chlorine dioxide as defined in §290.110(f)(5)(A) or (B) of this title (relating to Disinfectant Residuals);

(E) Occurrence of a waterborne disease outbreak; and

(F) Other violations deemed by the executive director to pose an acute risk to human health.

(2) The initial acute public notice and boil water notice required by this subsection shall be issued as soon as possible but in no case later than 24 hours after the violation is identified. The initial public notice for an acute violation shall be issued in the following manner.

(A) The owner or operator of a water system with an acute microbiological or turbidity violation as described in paragraph (1)(A) or (B) of this subsection shall include a boil water notice issued in accordance with the requirements of §290.46(s) of this title (relating to Minimum Acceptable Operating Practices for Public Drinking Water Systems).

(B) The owner or operator of a community water system shall furnish a copy of the notice to the radio and television stations serving the area served by the public water system.

(C) The owner or operator of a community water system shall publish the notice in a daily newspaper of general circulation in the area served by the system. If the area is not served by a daily newspaper of general circulation, notice shall instead be issued by hand delivery or by continuous posting in conspicuous places within the area served by the system.

(D) The owner or operator of a noncommunity water system shall issue the notice violation by hand delivery or by continuously posting the notice in conspicuous places within the area served by the water system.

(3) The owner or operator of a water system required to issue an initial notice for an acute MCL or treatment technique violation shall issue additional notices. The additional public notices for acute violations shall be issued in the following manner.

(A) Not later than 45 days after the violation, the owner or operator of a community water system shall notify persons served by the system using mail (by direct mail or with the water bill) or hand delivery. The executive director may waive mail or hand delivery if it is determined that the violation was corrected within the 45-day period. The executive director must make the waiver in writing and within the 45-day period.

(B) The owner or operator of a community water system must issue a notice at least once every three months by mail delivery (by direct mail or with the water bill) or by hand delivery, for as long as the violation exists.

(C) If the owner or operator of a noncommunity water system issued the initial notice by continuous posting, posting must continue for as long as the violation exists. If the owner or operator of a noncommunity water system issued the initial notice by hand delivery, notice by hand delivery must be repeated at least every three months for as long as the violation exists.

(4) The owner or operator of the public water system must issue a notice when the public water system has corrected the acute violation. This notice must be issued in the same manner as the original notice was issued.

(5) Copies of all notifications required under this subsection must be submitted to the executive director within ten days of its distribution.

(b) Public notification requirements for other MCL, MRDL, or treatment technique violations and for variance and exemption violations. The owner or operator of a public water system must notify persons served by their system of any MCL, MRDL, or treatment technique violation other than those described in subsection (a)(1) of this section and of any violation involving a variance or exemption requirement. Each notice required by this section must meet the requirements of subsection (d) of this section.

(1) Violations that require notification under this subsection include:

(A) any violation of an MCL, MRDL, or treatment technique not listed under subsection (a) of this section;

(B) failure to comply with the requirements of any variance or exemption granted under §290.102(d) of this title (relating to General Applicability); or

(C) other violations deemed appropriate by the executive director that pose a non-acute risk to human health.

(2) The initial public notice for any violation identified in this subsection must be issued as soon as possible but in no case later than 30 days after the violation is identified. The initial public notice shall be issued in the following manner.

(A) The owner or operator of a community water system shall publish the notice in a daily newspaper of general circulation in the area served by the system. If the area served by the public water system is not served by a daily newspaper of general circulation, the notice shall be published in a weekly newspaper of general circulation serving the area. If the area is not served by either a daily or weekly newspaper of general circulation, notice shall instead be issued by hand delivery or by continuous posting in conspicuous places within the area served by the system.

(B) The owner or operator of a noncommunity water system shall issue the notice by hand delivery or by continuously posting the notice in conspicuous places within the area served by the system.

(3) The owner or operator of a system required to issue an initial violation notice shall issue additional notices. The additional notices shall be issued in the following manner.

(A) Not later than 45 days after the violation, the owner or operator of a community water system shall notify persons served by the system using mail (by direct mail or with the water bill) or hand delivery. The executive director may waive mail or hand delivery if it is determined the violation was corrected within the 45-day period. The executive director must make the waiver in writing and within the 45-day period.

(B) The owner or operator of a community water system must issue a notice at least once every three months by mail delivery (by direct mail or with the water bill) or by hand delivery, for as long as the violation exists.

(C) If the owner or operator of a noncommunity water system issued the initial notice by continuously posting the notice, the posting must continue for as long as the violation exists. If the owner or operator of a noncommunity water system issued the initial notice by hand delivery, notice by hand delivery must be repeated at least every three months for as long as the violation exists.

(4) The owner or operator of the public water system must issue a notice when the public water system has corrected the violation. This notice must be issued in the same manner as the original notice was issued.

(c) Public notification requirements for other violations, variances, exemptions. The owner or operator of a public water system who fails to perform monitoring required by these standards, fails to comply with a testing procedure established by this chapter, or is subject to a variance or exemption granted under §290.102(b) of this title shall notify persons served by the system. Each notice required by this section must meet the requirements of subsection (d) of this section.

(1) Violations that require notification as described in this section include:

(A) exceedance of the SCL for flouride;

(B) failure to perform monitoring or reporting required by this subchapter;

(C) failure to comply with the analytical requirements or testing procedures required by this subchapter; and

(D) operating under a variance or exemption granted under §290.102(b) of this title.

(2) The initial public notice issued pursuant to this section shall be issued within three months of the violation or the granting of a variance or exemption. The initial public notice shall be issued in the following manner.

(A) The owner or operator of a community water system shall publish the notice in a daily newspaper of general circulation in the area served by the system. If the area served by the public water system is not served by a daily newspaper of general circulation, the notice shall instead be published in a weekly newspaper of general circulation serving the area. If the area is not served by a either a daily or weekly newspaper of general circulation, notice shall instead be given by hand delivery or by continuous posting in conspicuous places within the area served by the system.

(B) The owner or operator of a noncommunity water system shall issue the notice by hand delivery or by continuously posting the notice in conspicuous places within the area served by the system.

(3) The owner or operator of a system required to issue an initial violation notice shall issue additional notices. The additional notices shall be issued in the following manner.

(A) The owner or operator of a community water system shall issue repeat notices at least once every 12 months by mail delivery (by direct mail or with the water bill) or by hand delivery, for as long as the violation exists or variance or exemption remains in effect. Repeat public notice may be included as part of the Consumer Confidence Report.

(B) If the owner or operator of a noncommunity water system issued the initial notice by continuously posting the notice, the posting must continue for as long as the violation exists. If the owner or operator of a noncommunity water system issued the initial notice by hand delivery, notice by hand delivery must be repeated at least every three months for as long as the violation exists.

(4) The owner or operator of the public water system must issue a notice when the public water system has corrected the violation. This notice must be issued in the same manner as the original notice was issued.

(d) Each public notice must conform to the following general requirements.

(1) The notice must contain a clear and readily understandable explanation of the violation or situation that lead to the notification. The notice must not contain very small print, unduly technical language, or other items that frustrate the purpose of the notice.

(2) If the notice is required for a specific event, it must state when the event occurred.

(3) For notices required under subsection (a) or (b) of this subsection, the notice must describe potential adverse health effects.

(A) For MCL, MRDL, or treatment technique requirements, the notice must contain the mandatory federal contaminant-specific language contained in 40 CFR §141.32, in addition to any language required by the executive director.

(B) The notice must describe the population at risk, especially subpopulations particularly vulnerable if exposed to the given contaminant.

(4) The notice must state what actions the water system is taking to correct the violation or situation, and when the water system expects to return to compliance.

(5) The notice must state whether alternative drinking water sources should be used, and what other actions consumers should take, including when they should seek medical help, if known.

(6) Each notice must contain the telephone number at which consumers may contact the owner, operator, or designee of the public water system for additional information concerning the notice.

(7) Where appropriate, the notice must be multilingual.

(8) The notice shall include a statement to encourage the notice recipient to distribute the public notice to the other persons served.

(e) Notice to new billing units. The owner or operator of a community water system must give a copy of the most recent public notice for any outstanding violation of any MCL, or any treatment technique requirement, or any variance or exemption schedule to all new billing units or new hookups prior to or at the time service begins.

(f) Proof of public notification. A copy of any public notice required under this section must be submitted to the executive director within ten days of its distribution as proof of public notification. The copies must be mailed to the Texas Natural Resource Conservation Commission, Water Supply Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087.

This agency hereby certifies that the adoption has been reviewed by legal counsel and found to be a valid exercise of the agency's legal authority.

Filed with the Office of the Secretary of State on April 26, 2002.

TRD-200202609

Stephanie Bergeron

Director Environmental Law Division

Texas Natural Resource Conservation Commission

Effective date: May 16, 2002

Proposal publication date: February 1, 2002

For further information, please call: (512) 239-6087