TITLE 30.ENVIRONMENTAL QUALITY

Part 1. TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

Chapter 114. CONTROL OF AIR POLLUTION FROM MOTOR VEHICLES

Subchapter K. MOBILE SOURCE INCENTIVE PROGRAMS

3. DIESEL EMISSIONS REDUCTION INCENTIVE PROGRAM FOR ON-ROAD AND NON-ROAD VEHICLES

30 TAC §§114.620 - 114.623, 114.629

The Texas Commission on Environmental Quality (commission) adopts amendments to §§114.620 - 114.622, and 114.629. The commission also adopts new §114.623. Sections 114.620 - 114.623 and 114.629 are adopted without changes to the proposed text as published in the November 7, 2003 of the Texas Register (28 TexReg 9711), and the sections will not be republished.

The permanent rules in this adoption supercede the emergency rules adopted by the commission on October 22, 2003. The amendments and new section will be submitted to the United States Environmental Protection Agency (EPA) as a revision to the state implementation plan (SIP). These rules partially implement House Bill 1365 (relating to the Texas Emissions Reduction Plan), 78th Legislature, 2003.

BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE ADOPTED RULES

The 77th Legislature, 2001, enacted Senate Bill 5 establishing the Texas Emissions Reduction Plan (TERP), which provides financial incentives for reducing emissions of on-road and non-road motor vehicles and equipment. The program is funded through surcharges and fees established in the bill. House Bill 1365 amended the surcharges and fees, the eligibility criteria, and other provisions of the TERP program.

The adopted rulemaking alters specific definitions and incentive program requirements within the rules. Guidelines and criteria for the program, including specific criteria and procedures, were adopted by the commission on October 24, 2003. This adopted rulemaking broadens the list of persons eligible to apply for a grant. Furthermore, the adoption adds three counties to the list of counties where eligible projects may be funded, as well as adding all counties in nonattainment areas to the list of counties. A nonattainment area is a geographic area that fails to meet the National Ambient Air Quality Standards, and is officially designated (e.g., moderate, serious, severe, or extreme) by the EPA under procedures set forth by the Federal Clean Air Act. Finally, the new section establishes methods for providing fast and simple access to grants for a small business.

Senate Bill 5, §18, required the commission to submit a SIP revision to the EPA deleting the requirements of two rules in Chapter 114 from the SIP no later than October 1, 2001. The Texas SIP revision, which incorporated the provisions of Senate Bill 5, was the August 22, 2001 Attainment Demonstration for the Dallas/Fort Worth Nonattainment Area (Rule Log Number 2001-025-SIP-AI). The Texas SIP will now be updated again in order to incorporate the provisions of House Bill 1365.

SECTION BY SECTION DISCUSSION

The adopted amendments to §114.620, Definitions, add the term "Guidelines" to the section. The amendments also change the definition of "On-road diesel" from a vehicle that has a gross vehicle weight rating of 10,000 pounds or more to one whose gross vehicle weight rating is 8,500 pounds or more. The adopted amendments also broaden the definition of "Repower" by deleting much of the existing language. Finally, the amendments add the term "Small business" to the list of definitions. Together, these changes will act to expand the number of persons eligible to receive funding under TERP.

The adopted amendments to §114.621, Applicability, expand the list of persons eligible to apply for a grant by referencing the counties in §114.629 and allow a person other than the owner or lessee to apply for and receive a grant. The reference to §114.629 is amended to include the new title of that section: Applicable Counties and Implementation Schedule.

The adopted amendments to §114.622, Incentive Program Requirements, include changes to eligible projects. Eligible projects are no longer limited to non-road diesels, but now include the purchase and lease of on-road diesels as well. Additionally, eligible projects now include the replacement of on-road and non-road diesels with newer on-road and non-road diesels. Further, the amendments to subsection (d) add language that excludes infrastructure projects and infrastructure purchases that are part of a broader retrofit, repower, replacement, or add-on equipment project from the $13,000 per ton cost-effectiveness requirement. Subsection (g) is amended to state that a project must achieve a reduction in nitrogen oxides emissions to a level established in the guidelines for that type of project instead of "at least 30%" and adds "replacement" to the list of affected projects. Adopted new subsection (i) states that criteria established in the guidelines, including revisions, apply to the program. This subsection allows for changes to be made to certain program components through the guideline adoption procedure instead of requiring rulemaking, even if the program component is set in a rule provision.

The adopted new §114.623, Small Business Incentives, establishes methods for providing fast and simple access to grants for a small business, as required under House Bill 1365. These methods include preapproval or preauthorization of certain types of grant purchases and expenses; a simplified expense reimbursement process; and promotional activities and instructional materials targeted at small businesses including a provision that the commission may develop, through guidelines, additional details for providing fast and simple access to grants for small businesses.

The adopted amendments to §114.629, Affected Counties and Implementation Schedule, add three new counties: Henderson, Hood, and Hunt; and any other county within a nonattainment area. A nonattainment area is a geographic area that fails to meet the National Ambient Air Quality Standards, and is officially designated (e.g., moderate, serious, severe, or extreme) by the EPA under procedures set forth by the Federal Clean Air Act. In addition, the title of this section is changed to Applicable Counties and Implementation Schedule for purposes of clarity to distinguish it from affected counties as defined in Texas Health and Safety Code, §386.001.

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 this proposal is not subject to §2001.0025 because it does not meet the definition of a "major environmental rule" as defined in that statute. 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, productivity, competition, jobs, the environment, or the public health and safety of the state or a sector of the state.

The adopted amendments to Chapter 114 modify the existing rules in accordance with House Bill 1365 by expanding the types of applicants and projects available for TERP funding, expanding the list of counties eligible for the program, and listing methods for a simplified grant process for small businesses. These rule amendments are part of a voluntary incentive program with the goal of reducing diesel emissions and as such, the adopted rules will not 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.

In addition, a draft regulatory impact analysis is not required because the 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 proposal 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.

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 amend Chapter 114 in accordance with House Bill 1365. These amendments implement a voluntary program and only affect motor vehicles and equipment which are not considered to be private real property. Therefore, promulgation and enforcement of these adopted rules are neither a statutory nor a constitutional taking because they do not affect private real property. Therefore, these rules do not constitute a taking under Texas Government Code, Chapter 2007.

CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM

The commission reviewed the adopted rulemaking and found the adoption is a rulemaking identified in the Coastal Coordination Act Implementation Rules, 31 TAC §505.11(b)(2), relating to rules subject to the Coastal Management Program, and therefore required that goals and policies of the CMP be considered during the rulemaking process. The commission reviewed this rulemaking for consistency with the Texas Coastal Management Program (CMP) goals and policies in accordance with the regulations of the Coastal Coordination Council and determined that the amendments are consistent with CMP goals and policies because this rulemaking action implements enhancements to the diesel emission reduction incentive program. No new sources of air contaminants are authorized and nitrogen oxides air emissions will be reduced as a result of these rules. The CMP policy applicable to this rulemaking action is the policy that commission rules comply with regulations in 40 Code of Federal Regulations (CFR), to protect and enhance air quality in the coastal natural resources area (31 TAC §501.14(q)). This rulemaking action complies with 40 CFR Part 51. This action is part of the control strategy for ozone nonattainment areas in accordance with SIP requirements in 40 CFR Part 51. The commission received no comments on the consistency of the proposed rules with the CMP.

PUBLIC COMMENT

A public hearing on this proposal was held December 1, 2003, and the public comment period closed on December 1, 2003. No oral comments were received at the public hearing. The commission received written comments during the comment period from the Houston Regional Group of the Sierra Club (Houston Sierra Club) and the EPA. Houston Sierra Club opposed the proposed rules. EPA supported the proposed rules.

RESPONSE TO COMMENTS

Houston Sierra Club did not support the use of guidelines for the creation and implementation of the TERP regulations because guidelines are voluntary, arbitrary, capricious, waiveable, and are not enforceable.

The commission responds that under Texas Health and Safety Code, §386.053, the commission is required to develop and adopt guidelines and criteria consistent with the requirements of the grants program. The guidelines are not guidance documents, but are binding criteria that are adopted under a prescribed statutory procedure. The statute provides that changes made to the guidelines shall be available for 45 days for public review and comment. In addition, a public meeting will be held to consider public comments. Input is also solicited from a TERP advisory board. Grant recipients must enter into a legally binding contract which requires adherence to the grant criteria. While participation in the program is voluntary, once a grant is awarded and accepted, the grant recipient is required to comply with the program guidelines. Penalties for noncompliance are established in the contract, including provisions for return of the grant funds. No changes were made to the rules in response to this comment.

Houston Sierra Club expressed concern that the TERP is a voluntary program which cannot be enforced by the EPA and will not generate the nitrogen oxide and volatile organic compound emission reductions required for the Houston SIP. The Houston Sierra Club indicated that Houston is a severe ozone nonattainment area, and requires the mandatory implementation of control strategies and measures.

The TERP meets the requirements of a Financial Mechanism Economic Incentive Program (EIP) under the EPA's EIP guidance. The TERP program criteria are structured to ensure that the emission reductions generated by the program are surplus, enforceable, quantifiable, and permanent. Program results will be closely tracked, and adjustments will be made to the program as needed to ensure that the emission reduction targets are being met. No changes were made to the rules in response to this comment.

EPA expressed support for the rule changes, including the addition of Henderson, Hood, and Hunt Counties to the list of applicable counties in the incentive program, and the expansion of the list of persons who may apply for and receive a grant. EPA encouraged the commission to remain flexible under Regulatory Guidance 388 and to consider funding projects which come very close to meeting the percent reduction set forth in the guidance.

The commission appreciates the EPA's support for the TERP program. The commission intends to closely monitor the status and results of the program, and will consider adjustments to the program criteria as needed to ensure that the needed emission reductions are achieved. Changes to the guidelines will be made according to the procedure described by state statute. No changes were made to the rules in response to this comment.

STATUTORY AUTHORITY

The amendments and new section are proposed under Texas Water Code, §5.102, which provides the commission with the general powers to carry out its duties under the Texas Water Code; §5.103, which authorizes the commission to adopt any rules necessary to carry out the powers and duties under the provisions of the Texas Water Code and other laws of this state; and §5.105, which authorizes the commission by rule to establish and approve all general policy of the commission. The amendments and new section are also proposed under Texas Health and Safety Code, Texas Clean Air Act, §382.017, which authorizes the commission to adopt rules consistent with the policy and purposes of the Texas Clean Air Act; §382.011, which authorizes the commission to establish the level of quality to be maintained in the state's air and to control the quality of the state's air; §382.012, which authorizes the commission to prepare and develop a general, comprehensive plan for the control of the state's air; and Chapter 386, which establishes the TERP. Finally, the amendments and new section are proposed as part of the implementation of House Bill 1365.

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 January 28, 2004.

TRD-200400551

Stephanie Bergeron

Director, Environmental Law Division

Texas Commission on Environmental Quality

Effective date: February 17, 2004

Proposal publication date: November 7, 2003

For further information, please call: (512) 239-5017


Chapter 115. CONTROL OF AIR POLLUTION FROM VOLATILE ORGANIC COMPOUNDS

Subchapter G. CONSUMER-RELATED SOURCES

The Texas Commission on Environmental Quality (commission) adopts the amendments to §§115.600, 115.610, 115.612, 115.613, 115.615 - 115.617, and 115.619; the repeal of §115.614; and corresponding revisions to the state implementation plan (SIP) without changes to the proposed text as published in the September 26, 2003 issue of the Texas Register (28 TexReg 8287). The adopted amendments and repeal will not be republished.

The commission adopts these revisions to Chapter 115, concerning Control of Air Pollution from Volatile Organic Compounds, in order to delete requirements which are duplicated by a federal consumer products rule and to update and correct a variety of references in the commission consumer products rule. These amended and repealed sections and corresponding revisions to the SIP will be submitted to the United States Environmental Protection Agency (EPA).

BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE ADOPTED RULES

The commission adopted the existing Chapter 115 consumer products rule on May 4, 1994 in response to the 1990 Amendments to the Federal Clean Air Act and EPA requirements for states to develop and adopt rules relating to the rate-of-progress requirement. The Rate-of-Progress SIP revision and associated rules were required to achieve and maintain volatile organic compound (VOC) emissions levels by 1996 that are 15% below the 1990 base year levels in the Beaumont/Port Arthur, Dallas/Fort Worth, El Paso, and Houston/Galveston ozone nonattainment areas. The existing Chapter 115 consumer products rule established VOC content standards for various consumer products, and established compliance dates for the requirements in order to allow manufacturers time to develop new product formulations. The final compliance date was January 1, 1995, except for two product categories which had a January 1, 1996 compliance date. The Chapter 115 consumer products rule applies in all counties in the state to maximize the effectiveness of these rules and the subsequent reduction in VOC emissions, and was based in large part upon the California Air Resources Board (CARB) statewide consumer products rule and the standards of the CARB rule that had a January 1, 1996 compliance date.

In the September 11, 1998 issue of the Federal Register (63 FR 48819), the EPA published national VOC emission standards as 40 Code of Federal Regulations Part 59, Subpart C, for certain categories of consumer products under the Federal Clean Air Act, §183(e), as codified in 42 United States Code, §7511b(e). Through this provision, Congress required the EPA to conduct a study of VOC emissions from consumer and commercial products and to list for regulation, based on the study, categories of products that have the potential to contribute to ozone nonattainment. The final federal rule was based on the EPA's determination that VOC emissions from the use of consumer products can cause or contribute to ozone levels that violate the national ambient air quality standards for ozone.

The federal consumer products rule established a compliance date of December 10, 1998 for all products that are not registered under the Federal Insecticide, Fungicide, and Rodenticide Act (7 United States Code, §§136 - 136y) (FIFRA). Because of the time needed for registration of new or reformulated products under FIFRA, the compliance date for FIFRA-regulated products was one year later than that for non-FIFRA-regulated products (i.e., December 10, 1999).

The federal consumer products rule was modeled heavily on the Chapter 115 and CARB consumer products rules. Consequently, the emission standards for nearly all products categories in the federal rule are identical to the Chapter 115 consumer products rule. The five product categories for which the Chapter 115 consumer products rule is different from the federal rule are as follows.

Figure: 30 TAC Chapter 115--Preamble

Elimination of duplicative requirements will allow regulators and consumer product manufacturers to focus on one set of rules for compliance in Texas. Slight inconsistencies in language will be eliminated and manufacturers will only have to submit requests for innovative product exemptions to EPA in lieu of the current process, which requires action by both the EPA and Texas. Fewer requirements with equivalent environmental protection are expected to be easier to enforce and easier to comply with, thus enhancing protection of the environment.

In the Dallas/Fort Worth 9% Rate-of-Progress SIP revision adopted on October 27, 1999, the commission took VOC emission reduction credit for the difference of windshield washer fluid standards between the federal consumer products rule and Texas consumer products rule (35% vs 23.5% by weight) because windshield washer fluid represents a large percentage of the estimated emissions from consumer products, and emission reductions were needed to make up a shortfall in Dallas/Fort Worth in order to ensure the approval of the SIP. The VOC credit is 0.2944 tons per day. The commission has not taken any credit for the difference between the state and federal consumer products rule for non-aerosol glass cleaners, nail polish removers, and non-aerosol antiperspirant/deodorant because these three categories represent a minor component of the estimated emissions from consumer products. Therefore, the commission is proposing to revise the Chapter 115 consumer products rule to include only the automotive windshield washer fluid category.

SECTION BY SECTION DISCUSSION

The amendment to §115.600, Definitions, deletes the definitions of terms which are no longer necessary because the Chapter 115 consumer products rule is revised to include only automotive windshield washer fluid. These terms are: aerosol product; agricultural use; air freshener; all other forms; antiperspirant; American Society for Testing and Materials; bait station insecticide; bathroom and tile cleaner; carburetor-choke cleaner; charcoal lighter material; construction and panel adhesive; contact adhesive; cooking spray aerosols; crawling bug insecticide; deodorant; disinfectant; double-phase aerosol air freshener; dusting aid; engine degreaser; fabric protectant; flea and tick insecticide; flexible flooring material; floor polish or wax; flying bug insecticide; furniture maintenance product; gel; general purpose adhesive; general purpose cleaner; glass cleaner; hairspray; hair mousse; hair styling gel; high volatility organic compound; household adhesive; household product; insect repellent; insecticide; insecticide fogger; institutional product; laundry prewash; laundry starch product; lawn and garden insecticide; liquid; medium volatility organic compound; nail polish; nail polish remover; non-aerosol product; nonresilient flooring; oven cleaner; pesticide; product category; product form; propellant; pump spray; restricted materials; single-phase aerosol air freshener; shaving cream; solid; spray buff product; wasp and hornet insecticide; wax; and wood floor wax.

The amendment to §115.600 also revises the definition of automotive windshield washer fluid by deleting an exemption for automotive windshield washer fluid in the washer fluid system of a motor vehicle before the initial sale because this situation is already addressed by existing §115.612(g). In addition, the amendment to §115.600 deletes the definition of executive director because this term is already defined in 30 TAC §3.2(16), concerning Definitions. The amendment to §115.600 also revises the definition of fragrance by replacing the term "Centigrade" with the more commonly used term "Celsius." In addition, the amendment to §115.600 revises the definition of percent by weight by correcting a reference to §115.617.

The amendment to §115.600 also replaces the term "subchapter" with the more specific term "division" and revises a reference to "Texas Natural Resource Conservation Commission" to "commission" for consistency with the commission's style guidelines. Finally, for the convenience of the reader the amendment to §115.600 also adds a reference to other sections where definitions of the terms used in the Chapter 115 consumer products rule may be found, and changes the title of §115.600 from "Definitions" to "Consumer Products Definitions."

The amendment to §115.610, Applicability, replaces the term "subchapter" with the more specific term "division" and replaces the term "consumer products" with "automotive windshield washer fluid" to reflect the scope of the revisions to the consumer products rule.

The amendment to §115.612, Control Requirements, deletes 39 consumer product categories which have limits identical to those in the federal rule. The amendment to §115.612 also deletes three consumer product categories (non-aerosol glass cleaners; nail polish removers; and non-aerosol antiperspirant/deodorant) for which the limits in §115.612 are more stringent than the federal consumer products rule, but which represent a minor component of the estimated emissions from consumer products. The amendment to §115.612 further deletes a reference to §115.614, concerning Innovative Products, because this section is being repealed as described further in this preamble.

In addition, the amendment to §115.612 deletes rule language which is specifically associated with one or more of the 42 product categories that this amendment deletes. Therefore, Tables III and IV, which specify the VOC content limits of the various consumer product categories, are deleted from §115.612(a) and replaced by the automotive windshield washer fluid VOC content limit of 23.5% by weight. In addition, §115.612(b) is revised to refer specifically to automotive windshield washer fluid rather than more broadly to consumer products. The commission also changed the example that illustrates use of a concentrated product in §115.612(b) to a reference applicable to windshield washer fluid. Therefore, a reference to "hard-to-remove soils or stains" is changed to a reference to extremely cold weather because an automotive windshield washer fluid containing 23.5% by weight of methanol (the most common VOC in windshield washer fluid) provides freeze protection to zero degrees Fahrenheit. In addition, §115.612(d) - (f) are deleted because these subsections are no longer needed due to the deletion of the consumer product categories in §115.612(a) other than automotive windshield washer fluid.

The amendment to §115.612 also deletes §115.612(c) because automotive windshield washer fluid manufactured in 1994 or earlier is no longer expected to be in the product distribution system over eight years after the final compliance date. Finally, existing §115.612(g) is relettered as §115.612(c) due to the deletion of existing §115.612(c) - (f).

The amendment to §115.613, Alternate Control Requirements, revises existing §115.613(a) by replacing the term "section" (which should have been "undesignated head") with the correct term "division" in response to rules revised in the February 13, 1998 issue of the Texas Register (23 TexReg 1289), deleting superfluous language, updating a reference to §115.910, and reflecting a section title change.

The amendment to §115.613 also deletes §115.613(b) because this subsection was developed for product categories other than automotive windshield washer fluid and therefore is no longer necessary due to the deletion of the other 42 consumer product categories. For example, §115.613(b) refers to CARB variances, but no CARB variance for automotive windshield washer fluid would be valid in Texas because the CARB limit is less stringent than the Texas standard.

In addition, the amendment to §115.613 revises §115.613(c)(2) and deletes paragraph (7) in order to remove references to §§103.11, 103.31, and 103.33 to reflect the repeal of Chapter 103, concerning Procedural Rules. The amendment to §115.613 also revises §115.613(c)(3) by replacing the term "this rule" with a reference to §115.612(a) in order to make the intent of this paragraph more explicit. The amendment to §115.613 further reletters existing §115.613(c) as §115.613(b) due to the deletion of existing §115.613(b) as described in the preceding paragraph.

Section 115.614, Innovative Products, is repealed because this section was developed for product categories other than automotive windshield washer fluid and therefore is no longer necessary due to the deletion of the other 42 consumer product categories.

The amendment to §115.615, Testing Requirements, replaces the term "subchapter" with the more specific term "division"; replaces the term "consumer product" with "automotive windshield washer fluid" to reflect the scope of the revisions to the consumer products rule; and deletes the testing requirements in §115.615(c) - (e) for product categories other than automotive windshield washer fluid, which are no longer necessary due to the deletion of the other 42 consumer product categories.

The amendment to §115.616, Recordkeeping and Reporting Requirements, replaces the term "subchapter" with the more specific term "division" and replaces the term "consumer product" with "automotive windshield washer fluid" to reflect the scope of the revisions to the consumer products rule. The amendment to §115.616 also deletes §115.616(d) because this subsection was developed for the antiperspirant/deodorant product category and therefore is no longer necessary due to the deletion of this consumer product category.

The amendment to §115.617, Exemptions, replaces the term "consumer product" in §115.617(a) - (c) with "automotive windshield washer fluid" to reflect the scope of the revisions to the consumer products rule and revises the term "undesignated head" in §115.617(b) to "division" in response to rules revised in the February 13, 1998 issue of the Texas Register (23 TexReg 1289).

The amendment to §115.617 also updates a reference in §115.617(d) from §115.612(a)(1) to §115.612(a), and replaces the term "Centigrade" in §115.617(d)(2) with the more commonly used term "Celsius." In addition, the amendment to §115.617 deletes exemptions in §115.617(d)(3) and (e) - (j) which are no longer necessary due to the deletion of the 42 consumer product categories other than automotive windshield washer fluid.

The amendment to §115.619, Counties and Compliance Schedules, revises the term "undesignated head" to "division" in response to rules revised in the February 13, 1998 issue of the Texas Register (23 TexReg 1289) and deletes references to dates that are obsolete by the passing of the January 1, 1995 and January 1, 1996 compliance dates.

Finally, the division title is changed from "Consumer Products" to "Automotive Windshield Washer Fluid" to more accurately reflect the content of the division.

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 adoption is not subject to §2001.0225 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.

The amendments and repeal to Chapter 115 are not major environmental rules because they are administrative in nature and are not specifically intended to protect the environment. The purpose of the rulemaking is to eliminate existing commission Chapter 115 consumer products rules that are duplicated by EPA's consumer products rule and to update and correct a variety of references in the state rule. The rulemaking reduces the scope of the existing rules and will not add any additional regulatory requirements that are not already required by federal or state consumer products rules.

In addition, a regulatory impact analysis is not required because the amendments and repeal 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 adoption does not exceed a standard set by federal law, and the technical requirements are consistent with applicable federal standards. In addition, this adoption 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 adoption does not exceed a requirement of a delegation agreement or contract to implement a state and federal program.

TAKINGS IMPACT ASSESSMENT

The commission evaluated this rulemaking action and performed an analysis of whether the amendments and repeal are subject to Texas Government Code, Chapter 2007. The primary purpose of this rulemaking is to delete requirements that are duplicated by a federal consumer products rule and to update and correct a variety of references. The rulemaking reduces the scope of the existing rules. Promulgation and enforcement of these amendments and repeal are neither a statutory nor a constitutional taking because they do not affect private real property. Specifically, the amendments and repeal do not affect a landowner's rights in private real property because this adoption 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 amendments and repeal. Therefore, these amendments and repeal do not constitute a takings under Texas Government Code, Chapter 2007.

CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM

The commission reviewed the rulemaking and found that the adoption is subject to the Coastal Management Program (CMP) in accordance with the Coastal Coordination Act, Texas Natural Resources Code, §§33.201 et seq ., and therefore must be consistent with all applicable CMP goals and policies.

The commission determined that the adopted 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 Code of Federal Regulations, to protect and enhance air quality in the coastal area (31 TAC §501.14(q)). This rulemaking action complies with 40 Code of Federal Regulations. Therefore, in compliance with 31 TAC §505.22(e), this rulemaking action is consistent with CMP goals and policies.

PUBLIC COMMENT

A public hearing was held in Austin, Texas, on October 20, 2003. One oral comment was submitted in support of the rule by the Cosmetic, Toiletry, and Fragrance Association (CTFA). The public comment period ended at 5:00 p.m. on October 27, 2003. Written comments were submitted by EPA and the Consumer Specialty Products Association (CSPA). CFTA and CSPA supported the proposed amendments. EPA stated that since the purpose of the proposed rules is to remove duplicative requirements, it had no comments concerning the proposed rule revisions.

RESPONSE TO COMMENTS

CSPA stated that the amendments will enhance greater uniformity of applicable federal and state consumer product regulations. CSPA also commented that it is both reasonable and appropriate that the commission eliminate duplication of state and federal regulations. CTFA stated that since the EPA has adopted consumer product standards and since many other states have repealed their consumer product standards, it supported the repeal of the Texas standards. CTFA stated that this would be a more efficient use of agency and industry time.

RESPONSE

The commission agrees with the comments. The elimination of duplicative requirements will allow regulators and consumer product manufacturers to focus on one set of rules for compliance in Texas. Slight inconsistencies in language will be eliminated and manufacturers will only have to submit requests for innovative product exemptions to EPA, in lieu of the current process that requires action by both EPA and Texas. Fewer requirements with equivalent environmental protection are expected to be easier to enforce and easier to comply with, thus enhancing protection of the environment.

CSPA stated that the amendments will provide a benefit to small businesses because they will result in streamlined, understandable regulations that will help facilitate compliance.

RESPONSE

The commission agrees with the comment. It is the commission's position that these amendments will help facilitate compliance for all affected businesses, both large and small.

1. AUTOMOTIVE WINDSHIELD WASHER FLUID

30 TAC §§115.600, 115.610, 115.612, 155.613, 115.615 - 115.617, 115.619

STATUTORY AUTHORITY

The amendments are adopted under Texas Water Code, §5.103, concerning Rules, and §5.105, concerning General Policy, which authorize the commission to adopt rules necessary to carry out its powers and duties under Texas Water Code; and under Texas Health and Safety Code, §382.017, concerning Rules, which authorizes the commission to adopt rules consistent with the policy and purposes of the Texas Clean Air Act. The amendments are also adopted under Texas Health and Safety Code, §382.002, concerning Policy and Purpose, 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, concerning General Powers and Duties, which authorizes the commission to control the quality of the state's air; §382.012, concerning State Air Control Plan, which authorizes the commission to prepare and develop a general, comprehensive plan for the proper control of the state's air; and §382.016, concerning Monitoring Requirement; Examination of Records, which authorizes the commission to prescribe reasonable requirements for measuring and monitoring the emissions of air contaminants.

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 January 30, 2004.

TRD-200400613

Stephanie Bergeron

Director, Environmental Law Division

Texas Commission on Environmental Quality

Effective date: February 19, 2004

Proposal publication date: September 26, 2003

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


1. CONSUMER PRODUCTS

30 TAC §115.614

STATUTORY AUTHORITY

The repeal is adopted under Texas Water Code, §5.103, concerning Rules, and §5.105, concerning General Policy, which authorize the commission to adopt rules necessary to carry out its powers and duties under Texas Water Code; and under Texas Health and Safety Code, §382.017, concerning Rules, which authorizes the commission to adopt rules consistent with the policy and purposes of the Texas Clean Air Act. The repeal is also adopted under Texas Health and Safety Code, §382.002, concerning Policy and Purpose, 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, concerning General Powers and Duties, which authorizes the commission to control the quality of the state's air; §382.012, concerning State Air Control Plan, which authorizes the commission to prepare and develop a general, comprehensive plan for the proper control of the state's air; and §382.016, concerning Monitoring Requirements; Examination of Records, which authorizes the commission to prescribe reasonable requirements for measuring and monitoring the emissions of air contaminants.

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 January 30, 2004.

TRD-200400614

Stephanie Bergeron

Director, Environmental Law Division

Texas Commission on Environmental Quality

Effective date: February 19, 2004

Proposal publication date: September 26, 2003

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


Chapter 116. CONTROL OF AIR POLLUTION BY PERMITS FOR NEW CONSTRUCTION OR MODIFICATION

Subchapter H. PERMITS FOR GRANDFATHERED FACILITIES

The Texas Commission on Environmental Quality (commission) adopts amendments to §§116.770, 116.772, and 116.776 without changes to the proposed text as published in the October 10, 2003, issue of the Texas Register (28 TexReg 8814). Sections 116.770, 116.772, and 116.776 will not be republished.

Sections 116.770 and 116.772 are adopted as revisions to the state implementation plan (SIP) and will be submitted to the United States Environmental Protection Agency (EPA).

BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE ADOPTED RULES

When the legislature first created the Texas Clean Air Act in 1971, the legislature did not require existing significant sources of air emissions to comply with (i.e., were grandfathered from) the then new requirement to obtain a permit. These existing sources are commonly known as grandfathered facilities. If grandfathered facilities had not been modified since 1971, they continued to be authorized to operate without a permit. The legislature addressed the issue of grandfathered facilities in 1997 and 1999, requiring the creation of: 1) a voluntary emissions reduction plan for the permitting of grandfathered facilities; and 2) directing the commission to implement directives regarding the permitting of grandfathered electric generating facilities. Then, the 77th Legislature, 2001, amended the Texas Health and Safety Code, Texas Clean Air Act, to require that all grandfathered facilities obtain permits. The mandatory permitting requirements of House Bill 2912 were the culmination of legislative efforts, beginning in 1997, to permit or otherwise authorize all grandfathered facilities. House Bill 2912 created four new types of permits for grandfathered facilities: existing facility permits, small business stationary source permits, electric generating facility permits, and pipeline facility permits. House Bill 2912 also mandated the dates by which grandfathered facilities must apply for a permit and have controls operational or submit a shutdown notice. Grandfathered reciprocating internal combustion engines that are part of the processing, treating, compression, or pumping facilities connected to, or part of, a gathering or transmission pipeline may apply for a pipeline facilities permit.

Additionally, House Bill 2914, §78, created a new incentive program to assist in retrofitting reciprocating internal combustion engines associated with pipelines. To implement this incentive program, the commission adopted §116.776, Distribution of Funds from the Emissions Reductions Incentives Account for Control of Emissions from Grandfathered Reciprocating Internal Combustion Engines Located in the East Texas Region. In order to be eligible for reimbursement under this program, the owner or operator of a grandfathered reciprocating internal combustion engine was required to make an annual reduction in emissions of nitrogen oxides (NO x ) as compared to the emissions reported for the facility in the 1997 industrial point source emissions inventory.

Most recently, the 78th Legislature, 2003, enacted House Bill 638, relating to emissions reductions incentives and the emissions reductions incentives account. House Bill 638 changed the reimbursement eligibility requirement from a 50% reduction in annual emissions to the 50% reduction in NO x emissions rate needed to obtain a pipeline facilities permit. It also prohibited the commission from requiring more stringent emissions reduction criteria than the reductions already required to obtain a pipeline facilities permit in order to receive money from the emissions reductions incentives account; prohibited persons, or affiliates of persons, who contribute money to the emissions reductions incentives account from receiving money from the fund; and allowed grandfathered reciprocating internal combustion engines associated with pipelines that meet certain criteria to be considered permitted by statute. To implement these revisions to the Texas Clean Air Act, the commission adopts amendments to the rules in Chapter 116, Subchapter H, Permits for Grandfathered Facilities.

SECTION BY SECTION DISCUSSION

Section 116.770, Requirement to Apply

The commission adopts an amendment to this section that changes the section title from "Requirement to Apply" to "Requirement to Apply or Register" to better specify the purpose of the section.

Adopted §116.770 adds new subsections (b) and (c), which specify that certain facilities are considered permitted and that the owners and operators of those facilities must submit registrations. Adopted §116.770(b) implements Texas Health and Safety Code, §382.05186(j). Specifically, adopted §116.770(b) states that a reciprocating internal combustion engine required to obtain a pipeline facility permit that is subject to a mass emissions cap established by the commission is considered permitted if the facility is located in an ozone nonattainment area and is in compliance with all state and federal requirements for that area by June 20, 2003. 30 TAC §101.351(a) currently specifies that a mass emissions cap applies to the Houston/Galveston ozone nonattainment area. Adopted §116.770(b)(2) requires that the grandfathered reciprocating internal combustion engines satisfy any currently applicable state or federal regulations in effect as of June 20, 2003, the effective date of House Bill 638, in order to be considered permitted. In addition, the commission adopts new §116.770(c), which requires owners and operators of facilities that are considered permitted under §116.770(b) to submit registrations on or before July 1, 2004. The registration requirement is necessary for the executive director to determine whether all facilities that are considered to be permitted meet the criteria outlined in House Bill 638. The adopted subsections require registration rather than require those facilities to obtain a permit under Chapter 116, qualify for a permit by rule, or shut down. Registrations must be submitted by July 1, 2004. This date allows owners and operators of facilities that are considered permitted to submit registrations one year after the effective date of House Bill 638. This date is also approximately six months after the anticipated adoption date of these rules.

Section 116.772, Notice of Shutdown

The commission adopts a change to the cross-references in §116.772(a) and (b) to parallel changes made in §116.770.

Section 116.776, Distribution of Funds from the Emission Reductions Incentives Account for Control of Emissions from Grandfathered Reciprocating Internal Combustion Engines Located in the East Texas Region

The commission adopts an amendment to the title of §116.776 from "Distribution of Funds from the Emissions Reductions Incentives Account for Control of Emissions from Grandfathered Reciprocating Internal Combustion Engines Located in the East Texas Region" to "Emissions Reductions Incentives for Control of Emissions from Grandfathered Reciprocating Internal Combustion Engines Located in the East Texas Region." In addition, the commission adopts new §116.776(a) specifying that incentives will be made available through a grant program administered under §116.776 and 30 TAC Chapter 14, Grants. The commission also adopts new §116.776(b)(6) to specify that, to seek a distribution from the account, the owner or operator must enter a contract with the commission in accordance with a request for grant applications. The remaining paragraphs are renumbered accordingly. Also, the commission adopts amendments to §116.776(b) to specify that reimbursement is based on eligibility criteria and grant program requirements. The commission also adopts amendments to §116.776(c) and (d) to use the term "incentive criteria" rather than "criteria for distribution." The adopted amendments make it clear that the commission is implementing the statute through a grant program. The commission adopts amendments to §116.776(b)(1) to specify that eligibility for reimbursement of the cost of controls from the emissions reductions incentives account is based on hourly emissions reductions rather than annual emissions reductions. Specifically, §116.776(b)(1) requires owners or operators of grandfathered reciprocating internal combustion engines associated with pipelines to reduce hourly NO x emission rates, expressed in terms of grams per brake horsepower-hour, by at least 50%, in order to be eligible for reimbursement. The existing section, adopted as subsection (b)(1), requires owners or operators to make a 50% reduction in the annual emissions of NO x as compared to the 1997 Industrial Point Source Emissions Inventory. Adopted §116.776(b)(1) is consistent with Texas Health and Safety Code, §382.051865(a), as amended. The commission adopts amendments to §116.776(b)(3) to specify that an owner or operator who opts to achieve the 50% reduction in NO x by replacing a grandfathered engine will also be eligible for reimbursement. The commission adopts amendments to §116.776(b)(8) to clarify that, if an owner or operator elects to achieve reductions via replacement of an engine, the owner or operator must obtain authorization under Chapter 116 or 30 TAC Chapter 106. Since turbines may also be considered engines or combustion engines, the replacement of a reciprocating internal combustion engine with a turbine is also eligible for reimbursement. In addition, the commission adopts amendments to §116.776(b)(8) to delete language that specifies when the registration of replacement for an electric engine should be submitted. Also, the commission adopts amendments to §116.776(b)(10) to specify that engines with a NOx emission rate at least 50% lower than the rate of the grandfathered engine, in addition to electric engines, must be installed and operated and the grandfathered engine be permanently shut down before the executive director can authorize payment from the emissions reductions incentive account. The commission also adopts new §116.776(b)(12), which specifies that a person or an affiliate of a person who pays or contributes to the emissions reductions incentives account is ineligible to receive money from the account. This new paragraph implements Texas Health and Safety Code, §382.051866(e). The commission also adopts an amendment to §116.776(c) by adding the word "rate" when specifying that the commission may reimburse costs associated with achieving emissions reductions between 30% and 50% of an engine's hourly NO x emissions rate. The adopted amendment to §116.776(c) is consistent with Texas Health and Safety Code, §382.051865(c), as amended. Lastly, the commission changes the criteria for distribution of funds based on the statutory changes outlined by House Bill 638 and stakeholder meetings held during the summer of 2002. House Bill 638 modifies Texas Health and Safety Code, §382.051865(d), to prohibit the commission from requiring any more stringent reduction criteria than the 50% reduction in grams per brake horsepower- hour for determining the eligibility for an emissions reduction project under the reimbursement program. The commission eliminates paragraphs (1) - (3) from existing §116.776(c), and adds a new criterion in §116.776(d)(2) specifying that the executive director will put a cap on the amount of reimbursement for each engine, if it determines it is appropriate in order to maximize equitable distribution of the fund. After discussions with participants in the stakeholder meetings, the commission originally decided to implement the criteria by reimbursing owners and operators of engines for 40% of the cost of controls up to a maximum of $100,000 per engine. The commission anticipated signing contracts for more engines than can be covered by the amount of money appropriated to the agency for this purpose. However, the number of requests for reimbursement was lower than anticipated. Based on General Appropriations Act (2003), Article IX, §8.01(d), the unexpended balance in the emissions reductions incentives account at the end of Fiscal Year 2003 is available for distribution in Fiscal Year 2004 and 2005. Therefore, the commission will distribute up to $100,000 per eligible engine once the owner or operator installs controls and submits the necessary verification to the commission. After verification information has been received for all eligible engines or the final date for submission of verification information specified in all individual contracts, whichever occurs first, the commission will distribute any funds remaining in the account between all eligible grantees according to the criteria specified in the request for grant application and contracts issued under it. If, during the grant review process, the commission determines that there will not be enough eligible costs to distribute all of the funds in the account, the commission may also issue a subsequent request for grant applications. In order to allow for adequate time to process payment requests under either of these options, the commission concluded that the individual grant contracts will need to reflect earlier project completion dates.

House Bill 638 and §116.776(b)(5) requires that the projects to control emissions be completed before March 1, 2007. However, Texas Health and Safety Code, §382.051865(g), also requires that the commission may not pay or otherwise provide a financial incentive for an emissions reduction project before the project is complete, and that the commission may not pay or otherwise provide a financial incentive on or after March 1, 2007. If the commission were to receive project verification information immediately prior to the deadline, there would be no time to process the request prior to the deadline for payment. In addition, as discussed previously, the commission will distribute the funds in two separate rounds of payments: the first round of up to $100,000 being paid upon review of the verification information supplied by the grantee; and the second round to equitably distribute any funds remaining in the account to those owners or operators who have eligible costs of over $100,000. In no case will payments from the fund exceed 40% of the actual capital cost of controls for an individual engine. In order to address both the completion deadline and the payment deadline equitably, the commission will negotiate deadlines for project completion in the grant contracts. The commission determined that use of the contract mechanism will provide necessary flexibility for individual circumstances, while assuring that project verification information will be received in time to allow for processing prior to the payment deadline. The commission will decide on a final date for submission of verification information in individual contracts after additional discussions with internal staff and the Office of the Comptroller of Public Accounts regarding the time needed to process the payments. However, in order to provide certainty for early planning purposes, November 1, 2006 is the earliest date by which the commission will require submittal of verification information in an individual contract.

FINAL REGULATORY IMPACT ANALYSIS DETERMINATION

The commission reviewed the adopted rulemaking in accordance with the regulatory analysis requirements of Texas Government Code, §2001.0225, and determined that the rulemaking does not meet the definition of a major environmental rule. 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, productivity, competition, jobs, the environment, or the public health and safety of the state or a sector of the state. The adopted rulemaking implements requirements from House Bill 638, 78th Legislature, 2003, which prohibits the commission from requiring more stringent emissions reduction criteria than the reductions already required to obtain a pipeline facilities permit in order to receive money from the emissions reductions incentives account; prohibits persons, or affiliates of persons, who contribute money to the emissions reductions incentives account from receiving money from the fund; and allows grandfathered reciprocating internal combustion engines associated with pipelines that meet certain criteria to be considered permitted by statute. The adopted rules allow more grandfathered reciprocating internal combustion engines associated with pipelines to be eligible for reimbursement from the emissions reductions incentives account.

The adopted rules are not anticipated to have adverse effects on the economy, productivity, competition, jobs, the environment, or the public health and safety of the state or a sector of the state, since the rules allow more engines to be eligible for reimbursement. Similarly, the requirements of the adopted rules are expected to result in little or no impacts on the economy, productivity, competition, jobs, the environment, or the public health and safety of the state or a sector of the state. All grandfathered reciprocating internal combustion engines associated with pipelines affected by the rules are already required to meet control requirements specified by House Bill 2912.

Additionally, the analysis required by Texas Government Code, §2001.0225(c), does not apply because the adopted rules do not meet any of the four applicability requirements of a major environmental rule. The adopted rules do not exceed a standard set by federal law, exceed an express requirement of state law, exceed a requirement of a delegation agreement, or adopt a rule solely under the general powers of the agency. The adopted rules do not exceed the requirements of the Federal Clean Air Act or the Texas Clean Air Act. Additionally, the adopted rules do not exceed a requirement of a delegation agreement, since there is no agreement that is applicable to this rulemaking, and are not adopted solely under the general powers of the agency.

The commission received no public comments regarding the draft regulatory impact analysis determination during the public comment period.

TAKINGS IMPACT ASSESSMENT

The commission evaluated the adopted rules and performed an analysis of whether the rules are subject to Texas Government Code, Chapter 2007. The purpose of the adopted rules is to fulfill the commission's obligation to implement House Bill 638. The adopted rules advance this purpose by prohibiting the commission from requiring more stringent emissions reduction criteria than the reductions already required to obtain a pipeline facilities permit in order to receive money from the emissions reductions incentives account; prohibiting persons, or affiliates of persons, who contribute money to the emissions reductions incentives account from receiving money from the fund; and allowing grandfathered reciprocating internal combustion engines associated with pipelines that meet certain criteria to be considered permitted by statute. The adopted rules will not burden private real property. The ability of an owner or operator to claim a reimbursement or be considered permitted by statute will not affect private property in a manner which restricts or limits an owner's right to the property that would otherwise exist in the absence of governmental action. Consequently, the adopted rules do not meet the definition of a taking under Texas Government Code, §2007.002(5).

CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM

The commission reviewed the adopted rulemaking and found it is a rulemaking identified in the Coastal Coordination Act Implementation Rules, 31 TAC §505.11(b)(2), relating to rules subject to the Coastal Management Program, and, therefore, required that goals and policies of the Texas Coastal Management Program be considered during the rulemaking process. The commission reviewed this action for consistency and determined that the adopted rules do not impact any Texas Coastal Management Program goals or policies. The prohibition against requiring more stringent emissions reduction criteria than the reductions already required to obtain a pipeline facilities permit in order to receive money from the emissions reductions incentives account; the prohibition against persons, or affiliates of persons, who contribute money to the emissions reductions incentives account from receiving money from the fund; and allowing grandfathered reciprocating internal combustion engines associated with pipelines that meet certain criteria to be considered permitted by statute will not change any otherwise applicable requirement associated with controls of the affected engines. No comments on the consistency of this rulemaking were submitted during the comment period.

EFFECT ON SITES SUBJECT TO THE FEDERAL OPERATING PERMITS PROGRAM

This adoption has no impact on owners and operators of sites subject to the operating permit program unless they also own or operate grandfathered reciprocating internal combustion engines associated with pipelines. If so, the owners and operators of sites subject to the operating permit program will be required to revise their permits or permit applications. 30 TAC §122.10(2) specifies that all of the requirements of Chapter 116 are applicable requirements. Therefore, owners and operators of grandfathered reciprocating internal combustion engines associated with pipelines will be required to revise the operating permit to reflect that the facilities are considered permitted, rather than grandfathered.

PUBLIC COMMENT

A public hearing on this proposal was held October 30, 2003, and the public comment period closed on November 10, 2003. No oral comments were received at the public hearing. The commission received written comments on the rule proposal from the Houston Regional Group of the Sierra Club (Sierra Club) and the EPA. Sierra Club opposed the rule proposal, while EPA supported the rule proposal, but requested clarification.

RESPONSE TO COMMENTS

Sierra Club commented that it opposes any permit program that the commission has, regardless of the direction of the state legislature, that does not require appropriate new source review or a similar permitting program to ensure that all permitted sources do emit the lowest amount of air pollution possible, within the cost and technological constraints of best available control technology.

The commission made no change in response to this comment. The commission is adopting rule changes directly implementing the statutory changes specified in House Bill 638. Section 116.770(b) specifies that reciprocating internal combustion engines subject to a mass emissions cap, located in an ozone nonattainment area, and achieving compliance with all state and federal requirements will be considered permitted. Although a specific facility authorized under §116.770(b) will not be required to get a permit, it will be required to register with the commission in order to be considered permitted. Registered facilities will also be required to make emission reductions under the Mass Cap and Trade Program or obtain allowances. Each facility may not specifically be required to emit the lowest amount of air pollution possible, but, as a whole, facilities that are subject to the Mass Cap and Trade Program will be required to make emission reductions. As noted, these facilities were previously "grandfathered" from the requirement to meet preconstruction permitting requirements when the Texas Clean Air Act was first created in 1971. The legislature determined in House Bill 638 that it would be appropriate for these facilities to meet different permitting requirements.

The EPA asked how the state will ensure that the appropriate permit application is submitted if an emissions increase occurs as the result of modifying one or more grandfathered reciprocating internal combustion engines, and if the increases trigger any federal requirements.

The commission made no change in response to this comment. The commission is adopting amendments to the permit requirements for grandfathered facilities in §§116.770, 116.772, and 116.776. These sections of the commission rules do not authorize emission increases. Rather, these sections establish the requirement to register a facility that is considered permitted and the requirement to obtain a permit for a grandfathered facility. The validity of any registration issued for facilities eligible under House Bill 638 to be "considered permitted" is dependent upon the information submitted by the facility. If that information is determined to be incorrect, the registration would be invalid.

The EPA commented that the proposed rules do not document how an owner or operator of a grandfathered facility must demonstrate initial and ongoing compliance with all current applicable state and federal requirements for the Houston/Galveston ozone nonattainment area as of June 20, 2003, and requested that the methods of compliance be documented. Sierra Club also asked how the commission can consider a reciprocating internal combustion engine for a pipeline facility permitted when there is no documentation to demonstrate that the source is achieving compliance with all state and federal requirements. Sierra Club further commented that all the commission requires is that compliance be achieved, and that there should be a requirement for a site visit by the commission or a local air pollution control agency to ensure that the facility is in compliance before a permit is issued to the facility.

The commission made no change in response to these comments. Facilities eligible to be "considered permitted" under §116.770(b) are subject to the Mass Cap and Trade Program, which requires an annual determination regarding the status of emission allowances for those facilities. This will provide a mechanism for determining compliance with the emission limitations that apply to these facilities. The commission does not agree that a site visit is necessary to determine compliance, since the Mass Cap and Trade Program is a SIP-approved program that is already subject to other compliance reviews.

1. GENERAL APPLICABILITY

30 TAC §116.770, §116.772

STATUTORY AUTHORITY

The amendments are adopted under Texas Health and Safety Code, Texas Clean Air Act, §382.011, which authorizes the commission to administer the requirements of the Texas Clean Air Act; §382.012, which provides the commission the authority to develop a comprehensive plan for the state's air; §382.017, which authorizes the commission to adopt rules consistent with the policy and purposes of the Texas Clean Air Act; §382.051, which authorizes the commission to issue a permit for numerous similar sources; §382.0518, which authorizes the commission to issue permits for construction of new facilities or modifications of existing facilities; §382.05181, which requires grandfathered facilities to apply for a permit and comply with its conditions by certain dates, and requires certain actions of the commission; §382.05186, which requires pipeline facilities permits; §382.051865, which requires a reimbursement program for certain emissions reductions from reciprocating internal combustion engines associated with pipelines; §382.051866, which requires an emissions reductions incentives account; and Texas Water Code, §5.103, which authorizes the commission to adopt rules.

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 January 30, 2004.

TRD-200400619

Stephanie Bergeron

Director, Environmental Law Division

Texas Commission on Environmental Quality

Effective date: February 19, 2004

Proposal publication date: October 10, 2003

For further information, please call: (512) 239-5017


2. SMALL BUSINESS STATIONARY SOURCE PERMITS, PIPELINE FACILITIES PERMITS, AND EXISTING FACILITY PERMITS

30 TAC §116.776

STATUTORY AUTHORITY

The amendment is adopted under Texas Health and Safety Code, Texas Clean Air Act, §382.011, which authorizes the commission to administer the requirements of the Texas Clean Air Act; §382.012, which provides the commission the authority to develop a comprehensive plan for the state's air; §382.017, which authorizes the commission to adopt rules consistent with the policy and purposes of the Texas Clean Air Act; §382.051, which authorizes the commission to issue a permit for numerous similar sources; §382.0518, which authorizes the commission to issue permits for construction of new facilities or modifications of existing facilities; §382.05181, which requires grandfathered facilities to apply for a permit and comply with its conditions by certain dates, and requires certain actions of the commission; §382.05186, which requires pipeline facilities permits; §382.051865, which requires a reimbursement program for certain emissions reductions from reciprocating internal combustion engines associated with pipelines; §382.051866, which requires an emissions reductions incentives account; and Texas Water Code, §5.103, which authorizes the commission to adopt rules.

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 January 30, 2004.

TRD-200400618

Stephanie Bergeron

Director, Environmental Law Division

Texas Commission on Environmental Quality

Effective date: February 19, 2004

Proposal publication date: October 10, 2003

For further information, please call: (512) 239-5017


Chapter 290. PUBLIC DRINKING WATER

The Texas Commission on Environmental Quality (commission) adopts the amendments to §§290.38, 290.39, 290.41 - 290.47, 290.104, 290.106, 290.107, 290.111, 290.117, 290.121, and 290.122. Sections 290.39, 290.42, 290.45, 290.46, and 290.111 are adopted with changes to the proposed text as published in the August 8, 2003 issue of the Texas Register (28 TexReg 6206). Sections 290.38, 290.41, 290.43, 290.44, 290.47, 290.104, 290.106, 290.107, 290.117, 290.121, and 290.122 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 the amendments primarily to implement state rules that conform with the requirements of certain federal regulations. The regulations include the federal National Primary Drinking Water Regulations: Long Term 1 Enhanced Surface Water Treatment Rule published by the United States Environmental Protection Agency (EPA) in the January 14, 2002 issue of the Federal Register (67 FR 1812), codified in 40 Code of Federal Regulations (CFR) Parts 9, 141, and 142; and the federal National Primary Drinking Water Regulations: Filter Backwash Recycling Rule published by the EPA in the June 8, 2001 issue of the Federal Register (66 FR 31086), codified in 40 CFR Parts 9, 141, and 142. The commission also adopts technical corrections to the state rules that are analogous to minor revisions made by the EPA to the federal National Primary Drinking Water Regulations for Lead and Copper, also known as the federal Lead and Copper Rule Minor Revisions, published by the EPA in the January 12, 2000 issue of the Federal Register (65 FR 1950), codified in 40 CFR Parts 9, 141, and 142; and the federal National Primary Drinking Water Regulations: Public Notification Rule published by the EPA in the May 4, 2000 issue of the Federal Register (65 FR 25982), codified in 40 CFR Part 9, et al . In addition to these federally mandated revisions, the commission adopts changes that are either "state-only" (i.e., no federal counterpart) or that are related to a federal counterpart, but are different from the federal regulations, including: specifying how the agency implements the minimum capacity requirements for public water systems; providing requirements for laboratories at surface water treatment plants; describing air relief device requirements; revising sanitary control easement, operator certification, reporting, security, maintenance, meter calibration, and electrical wiring requirements; adding items to "Appendix I, Assessment of Hazard and Selection of Assemblies"; and reorganizing and modifying source water, water treatment, and turbidity requirements. Although not detailed in each case under the SECTION BY SECTION DISCUSSION, the commission also adopts non-substantive revisions including corrections of references, typographical errors, and formatting changes throughout this adoption to conform with Texas Register requirements.

SECTION BY SECTION DISCUSSION

Subchapter D, Rules and Regulations for Public Water Systems

Section 290.38, Definitions

The commission adopts the amended definition of "Drinking water standards" in §290.38(17) to correct the reference to Subchapter F by deleting the word "Supply" from its title. Under adopted paragraph (46) in the definition of "Public health engineering practices," and throughout the proposal, the ambiguous phrase "these sections" is replaced by the phrase "this subchapter," or "the requirements in this subchapter."

Section 290.39, General Provisions

The commission adopts amended §290.39(d)(3)(C) to update the name of the agency and replace the word "should" with "shall." Similar corrections are made throughout the adoption. The commission adopts amended §290.39(e)(4) to conform to adopted §290.41(c)(1)(F). Adopted §290.39(e)(4) requires submission of a copy of each fully executed sanitary control easement and any other documentation demonstrating compliance with §290.41(c)(1)(F).

The commission adopts streamlined language involving acronyms in §290.39(f)(10), (g)(2) and (4), and (n). The commission adopts amended §290.39(n) to group several requirements related to financial assurance in previously existing subsection (n)(2). The last two sentences in previously existing subsection (n)(2) are now relocated to subsection (n)(2)(A) and (B), respectively, and the previously existing subsection (n)(3) requirement is now moved to subsection (n)(2)(C).

Section 290.41, Water Sources

The commission adopts amended §290.41(a) to correct an error in the reference to Subchapter F. The commission adopts amended §290.41(c)(1)(F), which reformats this subparagraph and revises it to allow public water systems to submit a substitute for the requirement to obtain a sanitary control easement or sanitary control easements. In this regard, the adopted amendment requires the public water system to submit a copy of the sanitary control easement(s) covering land within 150 feet of the well, or obtain executive director approval for either of three substitutes. The three substitutes are specified in adopted new clause (iv)(I) - (III), as follows: (I) a copy of the recorded deed and map demonstrating that the public water system owns all real property within 150 feet of the well; (II) a copy of the recorded deed and map demonstrating that the public water system owns a portion of real property within 150 feet of the well, and a copy of the recorded sanitary control easement(s) that the public water system has obtained, recorded, and submitted to the executive director applicable to the remaining portion of real property within 150 feet of the well not owned by the public water system; or (III) for a political subdivision, a copy of an ordinance or land use restriction adopted and enforced by the political subdivision which provides an equivalent or higher level of sanitary protection to the well as a sanitary control easement. Adopted new clause (v) provides that if the executive director approves a sanitary control easement substitute identified in proposed clause (iv)(I) or (II) for a public water system and the system conveys the property it owns within 150 feet of the well to another person or persons, the public water system must at that time obtain, record, and submit to the executive director a copy of the recorded sanitary control easement(s) applicable to the portion of the conveyed property within 150 feet of the well, unless the executive director approves a substitute identified in adopted clause (iv)(III).

The commission adopts amended subsection (c)(3)(A) to require, as part of the well completion data, a legible copy of the recorded deed or deeds for all real property within 150 feet of the well, a legible copy of the sanitary control easement(s) or other documentation demonstrating compliance with paragraph (1)(F), and a map demonstrating the well location in relation to surrounding property boundaries.

The commission adopts amended subsection (c)(4) regarding the construction standards for pitless units. The commission adopts amended subsection (c)(4)(D) to require that, with the exception of the fact that the well is constructed with a pitless unit, the well must meet all of the other design requirements for public water system wells. With this revision, the last sentences of previously existing subsection (c)(4)(A) and (E) are deleted because they were redundant.

The commission adopts amended §290.41(d)(4) to modify the design requirement for springs and other similar sources. The adopted amendment applies several requirements previously applicable only to public water systems utilizing groundwater sources to public water systems utilizing springs and other similar water sources. These adopted amendments are "state-only" requirements. These requirements include: 1) discharge from a well blow-off line, if provided, shall terminate in a downward direction and at a point which will not be submerged by flood waters; 2) an air release device, if provided on the discharge piping, shall be installed in such a manner as to preclude the possibility of submergence or possible entrance of contaminants; and 3) all openings to the atmosphere shall be covered with 16-mesh or finer corrosion-resistant screening material or an acceptable equivalent. This amendment is intended to reduce the potential for contamination that might result from an improperly designed blow-off valve or air release valve in a public water system utilizing water from springs or other similar water sources. The amendment should help assure the sanitary integrity of water as it is transported from the spring catchment basin to the treatment facilities. The amendment would also create consistency between the commission's §290.41(c) design requirements applicable to "Groundwater sources and development" and the commission's §290.41(d) design criteria applicable to "Springs and other water sources."

The commission adopts the amendment to §290.41(e), which involves "state-only" requirements. The commission adopts amended §290.41(e)(2) to add subparagraph (G), requiring that the 500-foot separation distance between water treatment plants and wastewater treatment plants also applies to the water treatment plant intake structure. The adopted language states that intakes shall not be located within 500 feet of a sewage treatment plant or lands irrigated with sewage effluent. The adopted revisions to subsection (e)(3) delete and relocate several provisions that apply to the water treatment plant rather than the intake location. The adoption also revises the previously existing requirement that pumping units shall be located in well-drained areas not subject to flooding to a requirement that the raw water pump station shall be located in a well-drained area and shall be designed to remain in operation during flood events. The commission adopts revisions which relocate the requirements applicable to surface water treatment plants previously contained in subsection (e)(3)(A) and (B) to the section covering all water treatment plants under §290.42(a)(2)(A) and (B) and which relocate the requirements previously contained in subsection (e)(3)(C) to §290.42(m). The commission adopts amended subsection (e)(3)(C) and (D) so that it applies to the raw water pump station, and not to the water treatment plant. The adopted amended requirements are renumbered as subsection (e)(4) and (5).

Section 290.42, Water Treatment

The commission adopts amended §290.42 to make the provisions of this section consistent with federal regulatory requirements and to relocate requirements pertaining to plant location from the section on water sources to the section on water treatment. The adopted amendment to §290.42(a) relocates the siting requirements for surface water treatment plants from §290.41(e) to §290.42(a), as previously discussed. The adopted amendment to subsection (a) adds the heading "Capacity and location" to meet Texas Register formatting requirements and to extend the requirements to all water treatment plants. The technical requirement previously contained in subsection (a) is renumbered as subsection (a)(1). Adopted subsection (a)(2) and (3) correspond to previously existing requirements under §290.41(e)(3), (e)(3)(A), (B), and (D), which are relocated. The commission adopts this extension of its siting requirements to all water treatment plants in order to improve the reliability and sanitary integrity of all plants where potable water is treated. The commission finds that the surface and subsurface contaminant sources that pose threats to the treated water produced by surface water treatment plants also pose threats to the treated water produced by other treatment plants. Such other treatment plants include those that treat groundwater or groundwater that is under the direct influence of surface water and those that retreat potable water purchased from other public water systems. Furthermore, the commission finds that the need to properly dispose of treatment plant wastes is not limited to surface water treatment plants and that all treatment plants need to be accessible during periods of inclement weather in order to assure its customers a continuous supply of potable water. Finally, the commission asserts that extending the siting requirements to all water treatment plants is consistent with historical and current industry design and construction practices as well as with the policies and procedures of the commission.

The commission adopts amended §290.42(b)(7) to reduce the risk of treated water contamination that could occur through an improperly designed air relief device. The adopted rule requires air release devices to be installed in such a manner as to preclude submergence or entrance of contaminants. In this respect, the rule includes a "state-only" requirement that all openings to the atmosphere be covered with 16-mesh or finer, corrosion-resistant screening material or an equivalent acceptable to the executive director. These changes are consistent with existing requirements for air release devices that are located on treated water lines in the distribution system. The amended rule will help assure that untreated water, insects, and debris do not contaminate treated water before it leaves the plant and is piped directly to consumers.

The commission adopts amended §290.42(c)(1) to remove references to dates that have already passed which served to phase in certain treatment requirements and to eliminate redundant terminology. The commission adopts amended subsection (c)(6), regarding the return of decant water and sludge to the treatment process at plants that are treating water from springs and similar sources, to assure that the design of recycling facilities at these systems meets the same requirements as those that apply to surface water treatment plants, which is a requirement that is needed to maintain consistency with the federal Filter Backwash Recycling Rule. Adopted subsection (c)(7) reduces the risk of treated water contamination that could occur through an improperly designed air relief device. The adopted language requires air release devices on treated waterlines to be installed in such a manner as to preclude submergence or entrance of contaminants. In this respect, the rule includes a "state-only" requirement that all openings to the atmosphere be covered with 16-mesh or finer, corrosion-resistant screening material or an equivalent acceptable to the executive director. As previously mentioned, these changes are consistent with existing requirements for air release devices that are located on treated water lines in the distribution system. The adopted amendments will also help assure that untreated water, insects, and debris do not contaminate treated water before it leaves the plant and is piped directly to consumers.

The adopted amendment to §290.42(d)(1) removes references to dates that have already passed which served to phase in certain treatment requirements and to eliminate redundant terminology. Adopted subsection (d)(2)(F) reduces the risk of contamination that could occur through an improperly designed air relief device, as previously described. The commission adopts amended subsection (d)(3) to incorporate design and operational mandates contained in the federal Filter Backwash Recycling Rule, and certain related requirements. The last sentence of previously existing subsection (d)(3) is relocated to subsection (i) and rule references are streamlined.

The commission adopts amended subsection (d)(3)(A) regarding the recycling of decant water to address a federal Filter Backwash Recycling Rule requirement. The adopted rule requires the liquids from sludge settling lagoons, spent backwash water tanks, dewatering facilities, and similar facilities to be returned to the raw waterline upstream of the raw water sample tap and coagulant feed point, unless the executive director has approved an alternate recycling location. The blended recycled liquids are required to pass through all of the major unit processes at the plant. Returning recycled liquids to a location upstream of the raw water sample tap eliminates the need for operators to collect and composite multiple water samples in order to run jar tests and other process control analyses and eliminates potential compositing errors. Furthermore, returning recycled liquids upstream of the coagulant feed point assures that the raw water and recycled water are mixed before the treatment process begins and facilitates proper plant operation. This requirement is different from the federal Filter Backwash Recycling Rule, in that it provides more specific language with regard to the required location where the recycled liquids must be returned.

The commission adopts amended subsection (d)(3)(B) to require that recycle facilities be designed to minimize the magnitude and impact of hydraulic surges that occur during the recycling process. This requirement is different from the federal regulations, in that it directly addresses the minimization of the magnitude and impact of hydraulic surges. In response to comment as discussed further in this preamble, the phrase "Recycle facilities shall be designed" has been adopted to replace the proposed phrase "Flow equalization basins, variable speed pumps, or other facilities shall be provided." The reason for this change at adoption is because the commission did not intend to require the installation of any additional facilities at treatment plants which are not experiencing hydraulic surges. Therefore, rather than adopting the prescriptive language of the proposal, the commission adopts a design performance standard as a more reasonable approach which provides for protection of the public health.

The commission adopts a "state-only" requirement under amended subsection (d)(3)(C) to prevent water systems from recycling the solids produced by dewatering facilities without the prior approval of the executive director because the commission asserts that these solids harbor elevated pathogen levels and such a prohibition should not adversely impact plant performance.

The amendment to subsection (d)(6) and (7) is adopted in order to set forth the standardized design criteria for chemical storage and feed facilities. Previously existing subsection (d)(6) contained the design criteria for chemical storage facilities and previously existing subsection (d)(7) contained the design criteria for chemical feed facilities. The commission adopts this amendment to relocate all of these design requirements to a new subsection (f). Therefore, adopted subsection (d)(6) states that chemical storage facilities shall comply with the applicable requirements in §290.42(f)(1), and adopted subsection (d)(7) states that chemical feed facilities shall comply with the applicable requirements in §290.42(f)(2).

The commission adopts amended subsection (d)(11)(E)(ii) to require systems serving fewer than 10,000 people to install an on-line turbidimeter and recorder on each filter at their surface water treatment plants by January 1, 2005, except for systems with only two filters, which may conduct continuous monitoring of combined filter effluent turbidity in lieu of individual filter effluent turbidity monitoring under certain conditions. Previously existing subsection (d)(11)(E)(ii) required all filters with a capacity of 1.0 million gallons per day or more to be equipped with an on-line turbidimeter, and this language has been deleted. The allowance for continuous monitoring of combined filter effluent turbidity for systems with only two filters represents a change from proposal made in response to comment, as discussed later in the RESPONSE TO COMMENTS section of this preamble. The adopted rule language provides that the executive director may allow this combined filter effluent monitoring if: 1) the public water system has only two filters that were installed prior to October 1, 2000 and were never equipped with individual on-line turbidimeters and recorders, and 2) the plant is equipped with an on-line turbidimeter and recorder which will allow the operator to measure and record the turbidity level of the combined filter effluent at a location prior to clearwell storage at 15- minute intervals.

The commission adopts amended subsection (d)(11)(E)(iii) to require that systems serving at least 10,000 people be equipped with an on-line turbidimeter and recorder that will allow the operator to measure and record the turbidity of the water from each filter at 15-minute intervals. The previously existing rule language indicated that the operator must be able to determine the turbidity of the water, but did not indicate that the recorder must be used to create a record of the data.

The commission adopts amended subsection (d)(11)(E)(v) to recognize that filters which are equipped with on-line turbidimeters and recorders can establish a filter backwash criteria that is based on turbidity breakthrough rather than the accumulated loss of head. Because turbidity breakthrough usually occurs before terminal headloss is reached, the commission is allowing systems that have filters with on-line turbidimeters and recorders to forego the installation of loss-of-head devices. This amendment helps offset the additional capital cost of the on-line turbidity instrumentation and helps reduce operational and maintenance costs.

The commission adopts amended subsection (d)(15)(A) and (B) to reflect that the statutory responsibility for the certifying laboratories that conduct microbiological analysis for public water systems has been transferred from the Texas Department of Health to the Texas Commission on Environmental Quality. The commission does not adopt any of the proposed language in proposed subsection (d)(15)(G) because the commission finds that this language would be more appropriately included in a commission regulatory guidance document than a commission rule. The commission adopts the proposed relocation of a requirement for surface water treatment plants previously contained in subsection (d)(15)(G) to adopted subsection (d)(16). This aspect of the adopted rules involves "state-only" requirements. In addition, the commission has deleted a reference to a past compliance date from previously existing subsection (d)(15)(G) and under adopted subsection (d)(16) has authorized the executive director to approve requests to locate the computer at a site other than the treatment plant if certain conditions are met, including that: 1) if performance data can be reliably transmitted to the remote location on a real-time basis, 2) the plant operator has access to the computer at all times, and 3) performance data is readily accessible to agency staff during routine and special investigations.

As discussed previously in this preamble, the commission has relocated the design requirements for chemical storage and chemical feed systems from previously existing subsection (d)(6) and (7) to adopted subsection (f).

With the exception of §290.42(f)(1)(A), the language contained in adopted subsection (f)(1) is identical to that contained in previously existing subsection (d)(6). In subsection (f)(1)(A), the commission adopts minor modifications to the language previously contained in subsection (d)(6)(A). One minor modification is needed to provide that this requirement will apply only to bulk storage facilities that are needed to comply with a treatment technique requirement or maximum contaminant level (MCL). Also, the adopted amendment includes a requirement that the capacity of these bulk storage facilities shall be based on the design capacity of the treatment plant. As previously noted, the language in adopted subsection (f)(1)(B) - (G) is identical to the language contained in previously existing subsection (d)(6)(B) - (G).

With the exception of adopted subsection (f)(2)(A), the language contained in adopted subsection (f)(2) is identical to that previously contained in subsection (d)(7). In subsection (f)(2)(A), the commission adopts a minor modification to the language previously contained in subsection (d)(7)(A). The adopted modification may reduce the construction and maintenance costs for surface water treatment plants because this requirement will now apply only to feed facilities that are needed to comply with a treatment technique requirement or MCL instead of to all the chemical feed systems at the plants. As previously noted, the language in adopted subsection (f)(2)(B) - (I) is identical to the language previously contained in subsection (d)(7)(B) - (I).

The commission adopts subsection (g) to correct an error in the references to §290.39(l) and Subchapter F. Adopted §290.42(i) adds the last sentence that was contained in previously existing subsection (d)(3), and streamlines the rule references. The commission adopts the relocation of the requirement for proper disposal of plant wastes to subsection (i) because, at its previous location under subsection (d)(3), the requirement applied only to surface water treatment plants while the provision should apply to the waste disposal practices at all public water systems.

Adopted §290.42(k) corrects an error in the reference to "Texas Hazard Communications Act" and revises "Title 5" to "Title 6." The provision concerning the "plant operations manual" under previously existing §290.42(k) is redesignated as §290.42(l) to accommodate previously described adopted amendments, and amended to acknowledge that the manual can also serve as a mechanism to guide operators during natural or man-made events which could cause adverse impacts to a water system. The commission adopts §290.42(m) in order to relocate the regulatory requirement previously contained in §290.41(e)(3)(C). The commission includes the minimum security requirement for water treatment plants in this new subsection (m) because the existing requirement applies only to surface water treatment plants, while the provision should apply to the security requirements at all water treatment plants. This aspect of the adopted rule involves "state- only" requirements.

Section 290.43, Water Storage

The commission adopts amended §290.43 in numerous places to correct typographical errors, such as replacing "clear well" with "clearwell," spelling out "pounds per square inch" and parenthetically including the acronym "psi," adding hyphens where appropriate, and spelling out "American National Standards Institute/National Sanitation Foundation." The commission adopts amended §290.43(e) to provide that an intruder-resistant fence is not required when water system facilities are installed in a lockable building that is designed to prevent intruder access.

Section 290.44, Water Distribution

The commission adopts amended §290.44 to correct the spelling of "waterline" in subsections (a)(4), (c), and (e)(4)(A) and (B). Other adopted revisions under §290.44 involve acronyms, grammatical changes, typographical error corrections, and minor administrative revisions to comply with Texas Register requirements.

Section 290.45, Minimum Water System Capacity Requirements

The commission adopts amended §290.45 as "state-only" requirements in order to indicate the manner in which the rules are interpreted by the commission and that the adopted amendments are not intended to increase or decrease the existing capacity requirements for any public water system.

The adopted amendment to §290.45(a)(1) indicates that the capacity requirements in this section apply to individual pump stations and pressure planes only if the individual facility serves an area of the system that cannot be served effectively by the public water system's other facilities. The adopted amendment adds the phrase "which serve portions of the system that are hydraulically separated from, or incapable of being served by, other pump stations or pressure planes." The commission adopts subsection (a)(5) and (6) to further indicate how it evaluates compliance with the requirements of this section. The commission adopts, as a "state-only" requirement, subsection (a)(5) to specify that the executive director may exclude the capacity of facilities that have been inoperative for at least 120 days prior to the evaluation when determining compliance with the commission's capacity requirements unless those facilities will be returned to an operative condition within the next 30 days. Subsection (a)(5) has been changed at adoption in response to comment to change "inoperative for the past 30 days" to "inoperative for the past 120 days." It is also adopted with the addition of the phrase "executive director may exclude the" and the deletion of the phrase "shall not be included."

Subsection (a)(6) is adopted to ensure that the treatment facilities at all public water systems have sufficient capacity to meet the system's treated water production requirements, by requiring that the capacity of the treatment facilities shall not be less than the required raw water or groundwater production rate or the anticipated maximum daily demand of the system.

The adopted amendment to §290.45(d)(2)(A) provides a reference to subparagraph (B), which provides that the commission allows small noncommunity water systems without transient accommodation units to meet the capacity requirements of subsection (d)(2)(B) if they provide ground storage facilities.

Section 290.46, Minimum Acceptable Operating Practices for Public Drinking Water Systems

The commission adopts amended and reorganized operator certification requirements in §290.46(e) that apply to public water systems. The organization of the previously existing rule groups the requirements regarding the number of operators that are required at each system in a different paragraph than the requirements regarding the type of operators that are required at each system. The adopted "state-only" revision consolidates both operator number and operator type requirements into one paragraph applicable to each type of system. In addition to reorganizing subsection (e), the commission adopts several modifications to certain requirements that apply to systems that treat surface water or serve more than 1,000 connections.

The adopted "state-only" amendment to §290.46(e) reflects the new organizational structure of the subsection and incorporates the provisions previously contained in subsection (e)(3) to avoid redundancy. The adoption also relocates the exclusion that previously existed in subsection (e)(7) to subsection (e)(1) so that it is located more prominently.

The adopted amendment to §290.46(e)(2) relocates the operator certification requirements that apply to most public water systems. The content of the previously existing subsection (e)(2) is incorporated into adopted subsection (e)(3)(C), (4)(C), (5)(B) and (D), and (6)(B).

The commission adopts new subsection (e)(2)(A) and (C), containing identical language to that previously contained in subsection (e)(5) and (6), respectively. The commission adopts amended subsection (e)(2)(C), which is a revised version of the language previously contained in subsection (e)(4). The adopted revision eliminates redundant regulatory language and reflects a change in the commission's approval process for installations that use chlorine dioxide.

The commission adopts subsection (e)(3) to relocate the operator certification requirements for systems that buy all of their treated water from another public water system. Adopted subsection (e)(3)(A) contains only the portion of the previously existing rule that applies to purchased water systems; the portion of the existing subsection that applies to groundwater systems is relocated to subsection (e)(4)(A). The adopted amendment to subsection (e)(3)(B) merely merges the requirements that were previously contained in subsection (e)(1) and (3)(B).

The adopted amendment to subsection (e)(3)(C) merges the requirements that previously existed in subsection (e)(2), and revises the language to provide regulatory relief to some smaller purchased water systems that are not able to hire two full-time operators. The requirement previously contained in subsection (e)(3)(C) is relocated to subsection (e)(4)(B).

The commission adopts the proposed deletion of previously existing subsection (e)(3)(D) and (E) and incorporates these requirements into adopted subsection (e)(4) - (6).

The commission adopts the relocation of the operator certification requirements for systems that treat groundwater sources that are not under the influence of surface water to subsection (e)(4). As noted previously, the existing language in subsection (e)(4) is relocated to adopted subsection (e)(2)(C).

Adopted subsection (e)(4)(A) contains the portion of previously existing subsection (e)(3)(A) that applies to groundwater systems. Similarly, adopted subsection (e)(4)(B) merely merges the groundwater system requirements that were previously contained in subsection (e)(1) and (3)(C).

The adopted amendment to subsection (e)(4)(C) merges the requirements that currently exist in subsection (e)(2) and (3)(C), and revises the language to provide regulatory relief to some smaller groundwater systems that are not able to hire two full-time operators.

The commission adopts the proposed relocation of the operator certification requirements for systems that treat groundwater sources that are under the influence of surface water to subsection (e)(5). As noted previously, the existing language in subsection (e)(5) is relocated to proposed subsection (e)(2)(A).

Adopted subsection (e)(5)(A) addresses systems that serve no more than 1,000 connections and use cartridge or membrane filters to treat groundwater sources that are under the direct influence of surface water. The adoption merges the requirements that were previously contained in subsection (e)(1) and (3)(D)(i), extends the requirement to systems that use membrane technology, and incorporates additional training requirements for Surface Water Operators who operate a system with groundwater sources. The commission is aware that the operation of membrane technology requires a higher level of expertise than is necessary to operate cartridge filters. The commission is also aware that it requires systems using membranes to treat surface water to be operated by an individual who holds a Class "C" Surface Water license. However, both membranes and cartridge filters function as a physical barrier to the passage of pathogens and the concentration of pathogens in surface water is typically greater than that found in groundwater sources.

Adopted subsection (e)(5)(B) addresses systems that serve more than 1,000 connections and use cartridge or membrane filters to treat groundwater sources that are under the direct influence of surface water. The adopted subsection merges the requirements that are currently contained in subsection (e)(2) and (3)(D)(i), and revises the language to provide regulatory relief for some smaller systems that are not able to hire two full-time operators.

Adopted subsection (e)(5)(C) addresses systems that serve no more than 1,000 connections and use coagulation and direct filtration to treat groundwater sources that are under the direct influence of surface water. The adoption merges the requirements that were previously contained in subsection (e)(1) with a revised version of the language previously contained in subsection (e)(3)(D)(ii) and requires systems to ensure that at least one of their operators has completed the new surface water training courses by January 1, 2007. The adopted revision to the language previously in subsection (e)(3)(D)(ii) reflects that Surface Water Operators require additional training if they operate a system with wells, and the fact that the 40-hour Surface Water Production course has been divided into two smaller segments, which may cumulatively require more than 40 hours to complete.

Adopted subsection (e)(5)(D) addresses systems that serve more than 1,000 connections and use coagulation and direct filtration to treat groundwater sources that are under the direct influence of surface water. The adopted subsection merges the requirements that were previously contained in subsection (e)(2) and (3)(D)(ii), requires systems to ensure that at least two of their operators have completed the new surface water training courses by January 1, 2007, and revises the language to provide regulatory relief for some smaller systems that are not able to hire two full-time operators.

Adopted subsection (e)(5)(E) and (F) addresses systems that utilize a conventional surface water treatment for groundwater sources that are under the direct influence of surface water and contains the same regulatory language that was previously contained in deleted subsection (e)(3)(D)(iii) and (iv).

The commission adopts subsection (e)(6) concerning the operator licensing requirements for systems that treat surface water sources. As noted previously, the existing language in subsection (e)(6) is relocated to adopted subsection (e)(2)(B).

The commission adopts new subsection (e)(6)(A) to address the operator licensing requirements at surface water systems serving fewer than 1,000 connections. This adopted subsection merges the requirements that were previously contained in subsection (e)(1) and (3)(E)(i), requires systems to ensure that at least one of their operators has completed the new surface water training courses by January 1, 2007, and provides regulatory relief for some smaller systems that are not able to hire an operator who holds a Class "B" Surface Water license on a full-time basis. Specifically, the adoption allows systems to use part-time Class "B" operators to meet the requirements of subparagraph (E) if the operator is familiar with the design and operation of the plant and spends at least four consecutive hours at the plant at least once every 14 days and the system also employs an operator who holds a Class "C" or higher surface water license. In response to comment as explained later in this preamble, the phrase "Contract operators" has been replaced with "Part-time operators" and the word "contractor" has been replaced with "operator."

The commission adopts subsection (e)(6)(B) to address the operator licensing requirements at surface water systems serving more than 1,000 connections. This adopted subsection contains analogous requirements to those previously contained in subsection (e)(2) and (3)(E)(i) and a revision to assure that at least two of the operators have completed the new surface water training courses by January 1, 2007. As noted in the discussion of adopted subsection (e)(3)(C), (4)(C), and (5)(B) and (D), this adoption provides regulatory relief for some smaller systems that are not able to hire two full- time operators. As the discussion of subsection (e)(6)(A) indicates, this adoption also provides regulatory relief for surface water systems that serve no more than 1,000 connections by allowing those systems to use a part-time operator to meet the requirements for a Class "B" operator.

Adopted subsection (e)(6)(C) and (D) contains the same regulatory language that was previously contained in deleted subsection (e)(3)(E)(ii) and (iii), respectively. As noted previously, the commission adopts the proposed deletion of previously existing subsection (e)(7) and relocates its provisions to adopted subsection (e)(1).

The commission adopts amended §290.46(f), which provides regulatory relief to some systems that are required to have at least two operators. Adopted subsection (f)(3)(A)(vii) is a "state- only" requirement for public water systems to maintain the records needed to determine compliance with §290.46(e). In response to comment as explained later in this preamble, the adopted rule has added "a daily record or" just prior to "a monthly summary" to reflect that either option for documenting the work performed and the number of hours worked by each of the part-time operators is acceptable.

The commission adopts subsection (f)(3)(C)(iii) to incorporate reporting and recordkeeping requirements contained in the federal Filter Backwash Recycling Rule.

The commission amends subsection (f)(4) to allow the executive director to require the submission of all routine reports at any time, even if they are required less frequently than once per quarter, and any other documents that are needed to determine compliance with commission requirements. The requirements of this subsection and the remaining adopted changes under §290.46 are "state-only" or are different from the federal regulations.

The commission adopts amended §290.46(l) to require that dead-end mains be flushed once per month and that these lines, as well as looped mains, be flushed in the event of water quality complaints. This adopted amendment should help assure a more uniform water quality throughout a distribution system because, under the previously existing rule, there was no requirement to flush looped mains in the event of water quality complaints.

The adopted amendment to §290.46(m)(4) requires public water systems to repair leaks that occur in water treatment units such as clarifiers and filters in addition to the other water storage and distribution facilities. Similarly, adopted subsection (m)(6) requires public water systems to maintain their mechanical equipment in good working condition.

The commission adopts amended §290.46(s)(1) to apply it to the meters installed at public water systems that use groundwater sources and to require that well meters be calibrated once every three years. The commission adopts amended subsection (s)(2)(A)(iii) and (iv) to reduce the calibration requirements for on-line pH meters at surface water treatment plants. Several plants have started using on-line instruments that were originally installed only for process control to generate their compliance data. Some of these facilities reported that the "data drift phenomena" that was prevalent in earlier generations of instruments is no longer present and that their daily checks are extremely time- consuming and are revealing no need to calibrate. Consequently, the commission adopts the reduced calibration requirements.

The commission adopts amended §290.46(v) regarding the installation of electrical wiring so that systems may forgo the use of wiring conduit if local or national electrical codes permit. The commission asserts that the previously existing rule was too prescriptive, because it required a securely mounted conduit which is not necessary in each case to meet electrical code requirements.

Section 290.47, Appendices

The adopted "state-only" amendment to §290.47(i), Appendix I, Assessment of Hazard and Section of Assemblies, adds veterinary clinics to the item on hospitals, morgues, and other medical facilities due to the similarity of their potential impact on public health. The commission also adopts the addition of Private/Individual/Unmonitored wells to the list of facilities requiring premises isolation due to their potential for introducing untreated water into the public drinking water supply.

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

Section 290.104, Summary of Maximum Contaminant Levels, Maximum Residual Disinfectant Levels, Treatment Techniques, and Action Levels

The commission adopts amended §290.104 to establish consistency between state and federal rules regarding MCLs and treatment technique requirements. The commission adopts the proposed deletion of certain language in subsection (d) because it already exists in §290.108. The commission adopts the proposed deletion of subsection (g)(1) because the new turbidity treatment technique has been effective since January 2002. The commission adopts new subsection (l) to incorporate treatment technique requirements that are consistent with the federal Filter Backwash Recycling Rule.

Section 290.106, Inorganic Compounds

The commission adopts amended §290.106(b)(1) to correct a typographical inconsistency between the state and federal MCLs for barium.

Section 290.107, Organic Compounds

The commission adopts amended §290.107(b)(2) to eliminate typographical inconsistencies between state and federal rules regarding MCLs for toluene and total xylenes and amended subsection (c)(1)(D)(vi) to add "polychlorinated byphenyls (PCBs)."

Section 290.111, Turbidity

The adopted amendment to §290.111 removes language relating to past compliance dates, consolidates existing requirements, incorporates several requirements of the federal Long Term 1 Enhanced Surface Water Treatment Rule, and modifies certain other requirements related to turbidity. The adopted amendment to subsection (b) reflects that certain provisions of subsection (b) are performance criteria rather than treatment technique requirements, by adding the phrase "and performance criteria" to the title of the subsection and the word "performance" prior to "criteria" at the end of the sentence in subsection (b).

The commission adopts amended subsection (b)(1) to add the title "Treatment technique requirements." Additionally, adopted subsection (b)(1) merges requirements previously contained in subsection (b)(1) and (2). The language previously contained in subsection (b)(2) is relocated to subsection (b)(1), and the requirements previously contained in subsection (b)(2)(A) and its subsequent subparagraphs are relocated to subsection (b)(1)(A) and its subsequent subparagraphs. These changes are adopted in order to streamline the rule and to eliminate a reference to a regulatory requirement that is no longer effective.

Adopted subsection (b)(1)(C) contains language similar to that previously contained in subsection (b)(2)(C) with the added condition that a public water system serving fewer than 10,000 people must use conventional media filters in order to qualify for an extension to the compliance date for providing a 2-log removal of Cryptosporidium . This change is adopted to reflect current agency administrative practices for granting the extension. A reformatted version of the language in previously existing subsection (b)(2)(C)(ii) is relocated to adopted subsection (b)(1)(C)(ii).

The commission adopts amended subsection (b)(2), which contains revised language from previously existing subsection (b)(3). Subsection (b)(2) is amended to add the title "Performance criteria for individual filters" to add language to reflect that the requirement will now apply to all systems instead of only to those that serve at least 10,000 people. The commission adopts amended subsection (b)(2)(A), which contains revised language from previously existing subsection (b)(3)(A). Subsection (b)(2)(A) contains language to state that this provision only applies to systems that serve at least 10,000 people. The commission adopts amended subsection (b)(2)(B), which contains revised language from previously existing subsection (b)(3)(B). Subsection (b)(2)(B) contains language to state that this provision applies to systems that serve at least 10,000 people. The commission adopts subsection (b)(2)(C) to incorporate requirements contained in the federal Long Term 1 Enhanced Surface Water Treatment Rule. As a result of these changes, the commission adopts the proposed deletion of previously existing subsection (b)(3).

In a change from proposal, the commission adopts conforming changes to subsection (c) concerning compliance dates that are required for this subsection to be in harmony with the adoption package. Under adopted subsection (c)(1), public water systems that serve fewer than 500 people must monitor the turbidity of the combined filter effluent in accordance with the following: 1) beginning January 1, 2005, public water systems that serve fewer than 500 people and continuously monitor the turbidity level of each individual filter must measure and record the turbidity level of the combined filter effluent at least once each day that the plant is in operation; 2) beginning January 1, 2005, public water systems that serve fewer than 500 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under the provisions of §290.42(d)(11)(E)(ii) shall continuously monitor the turbidity of the combined filter effluent and record the turbidity value every 15 minutes; and 3) through December 31, 2004, public water systems that serve fewer than 500 people must measure and record the turbidity level of the combined filter effluent at least once each day that the plant is in operation.

Under adopted subsection (c)(2), public water systems that serve 500 people or more must monitor the turbidity of the combined filter effluent, in accordance with the following: 1) beginning January 1, 2005, public water systems that serve at least 500 people and continuously monitor the turbidity level of each individual filter must measure and record the turbidity level of the combined filter effluent at least every four hours that the system serves water to the public; 2) beginning January 1, 2005, public water systems that serve at least 500 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under the provisions of §290.42(d)(11)(E)(ii) shall continuously monitor the turbidity of the combined filter effluent and record the turbidity value every 15 minutes; and 3) through December 31, 2004, public water systems that serve at least 500 people must measure and record the turbidity level of the combined filter effluent at least every four hours that the water system serves water to the public.

The commission adopts amended subsection (c)(3) to delete "Beginning January 1, 2002" to reflect that the effective date of this requirement has passed.

Under adopted subsection (c)(4), public water systems that serve fewer than 10,000 people must measure and record the filtered water turbidity level at the effluent of each individual filter, in accordance with the following: 1) beginning January 1, 2005, public water systems that serve fewer than 10,000 people and have individual filters that are equipped with on-line turbidimeters and recorders must continuously monitor the filtered water turbidity at the effluent of each individual filter and record the turbidity value every 15 minutes; 2) beginning January 1, 2005, public water systems that serve fewer than 10,000 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under the provisions of §290.42(d)(11)(E)(ii) shall measure and record the turbidity level at the effluent of each filter at least once each day the plant is in operation; and 3) through December 31, 2004, public water systems that serve at least 500 people must measure and record the turbidity level of the combined filter effluent at least every four hours that the water system serves water to the public.

Also under subsection (c)(4), the commission adopts the proposed deletion of the phrase "Beginning January 1, 2002" because the referenced date has passed.

In response to comment, changes have been adopted under §290.111(d)(3) and (4) which remove the requirement for a continuous recorder, and replace it with a requirement for recording every 15 minutes. These changes are made in order to conform to the EPA's regulation, which requires a device that records the turbidity reading at least once every 15 minutes. Thus, the commission adopts amended subsection (d)(3) to replace the phrase "continuous recorder" with the phrase "device that records the turbidity reading at least once every 15 minutes." The commission adopts amended subsection (d)(3)(A) to replace the last sentence concerning strip charts with the following sentence: "The recorder must be designed so that the operator can accurately determine the turbidity readings at 15-minute readings." The same changes are adopted under subsection (d)(4) and (4)(A).

Previously existing §290.42(d)(11)(E)(ii) - (iv) required a filter to be equipped with an on- line turbidimeter if that filter: 1) has a capacity of at least 1.0 million gallons per day; 2) is located at a system that serves at least 10,000 people; or 3) was constructed after October 1, 2000. The federal Long Term 1 Enhanced Surface Water Treatment Rule requires an on-line turbidimeter to be installed on each filter that is located at a system which serves fewer than 10,000 people and has only one filter or has more than two filters. The federal rule also implies that a system with only two filters must continue to monitor the performance of individual filters if its two filters already have individual on- line turbidimeters.

The commission adopts amended subsection (c)(5) by deleting "Beginning January 1, 2002" to reflect that the effective date of the rule has passed and to make other minor revisions. Adopted subsection (c)(5)(A) updates the references to reflect the restructuring of subsection (b) and specifies that the filter profile, not the Filter Profile Report, must be prepared within seven days of an elevated filter effluent turbidity event. Adopted subsection (c)(5)(B) references the appropriate provisions of subsection (b) and provides that the filter assessment is not required until after the public water system has experienced the third of three events with elevated filter effluent turbidity levels. Similarly, adopted subsection (c)(5)(C) provides that the deadline for conducting a comprehensive performance evaluation is 90 days from the first filter effluent exceedance in the second of two consecutive months rather than from the first exceedance in the first of the two consecutive months. The commission adopts this revision to document its current administrative practice of establishing a deadline for completing a special study that is based on the final event in a series rather than the first.

The commission adopts amended subsection (c)(6) to require systems serving fewer than 10,000 people to conduct certain special filter studies if filter effluent turbidity levels exceed 1.0 Nephelometric Turbidity Unit (NTU), which is analogous to the requirement contained in the federal Long Term 1 Enhanced Surface Water Treatment Rule.

Adopted subsection (c)(6)(A) requires systems serving fewer than 10,000 people to identify the cause of each filter effluent turbidity exceedance or to prepare a filter profile. This requirement will help ensure that the filter malfunctions at smaller plants will receive the same level of scrutiny as filter malfunctions at larger plants, to which this requirement already applies. Because filter malfunctions pose the same short-term health risk regardless of population served, the adopted rule assures that all of the citizens of Texas will receive the same level of protection against waterborne disease outbreaks, in this regard. This regulatory approach is even more important at smaller plants because these plants typically have fewer filters and, under these conditions, a single malfunctioning filter has a greater impact on the quality of the water consumed by the public. This aspect of the adopted rule is different from the federal regulations, which do not require systems serving fewer than 10,000 people to produce a filter profile even if they cannot identify the cause of the turbidity excursion.

Adopted subsection (c)(6)(B) requires systems that serve fewer than 10,000 people to conduct a filter assessment following the third of three separate filter effluent turbidity events that occur within any consecutive three-month period, which is a requirement that differs from the federal regulations. The federal regulations require the system to complete the assessment only after three consecutive months of exceedances regardless of how many times a filter exceeded performance criteria during the period. The commission asserts that elevated filter effluent turbidity levels pose a potential health threat and that this requirement will help ensure that the water system will identify the cause of repeated turbidity excursions in a timely manner. Furthermore, this requirement is consistent with the rules applicable to larger plants, to which this requirement already applies.

Adopted subsection (c)(6)(C) also differs from the federal regulations, in that it requires that 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 120 days of the first exceedance in the second month. The analogous federal regulation requires the system to participate in the comprehensive evaluation only if the same filter has two consecutive months of exceedances. The commission asserts that, because the comprehensive performance evaluation involves a comprehensive evaluation of the design, operation, maintenance, and administration of an entire treatment plant, the comprehensive performance evaluation requirement should be extended to address the performance of multiple filters in order to enhance the level of public health protection. Furthermore, the adoption is consistent with the requirements that the commission has previously adopted for systems serving 10,000 people or more.

To provide for combined filter effluent monitoring in lieu of individual filter effluent monitoring for systems that serve fewer than 10,000 people, adopted subsection (c)(7) which represents a change from proposal has been added. The adopted new language provides that, beginning January 1, 2005, public water systems subject to the requirements of subsection (c)(7) that fail to meet the turbidity criteria in §290.111(b)(1)(A) must conduct additional monitoring, and provides that the executive director may waive these special monitoring requirements for systems that have a corrective action schedule approved by the executive director. The additional monitoring is as follows: 1) each time the combined filter effluent turbidity level exceeds 1.0 NTU for two consecutive 15-minute readings, the public water system must either identify the cause of the exceedance or complete a filter profile on the combined filter effluent within seven days of the exceedance; 2) each time the combined filter effluent turbidity level exceeds 1.0 NTU for two consecutive 15-minute reading on three separate occasions during any consecutive three-month period, the public water system must conduct a filter assessment on each filter within 14 days of the third exceedance; and 3) each time the combined filter effluent turbidity level 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 120 days of the first exceedance in the second month.

In a change from proposal, language has been added to subsection (d)(2) to make these combined filter element provisions applicable to systems that are required to monitor the performance of individual filters with on-line turbidimeters and recording.

In another change from proposal, proposed subsection (d)(3) and (4) has been renumbered as subsection (d)(4) and (5) in order to accommodate the addition of new language under adopted subsection (d)(3). This adopted new language is needed in order to add provisions applicable to systems that serve fewer than 10,000 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under §290.42(d)(11)(E)(ii), and requires these systems to monitor the turbidity of the combined filter effluent with a continuous, on-line turbidimeter and a device that records the turbidity level reading at least once every 15 minutes. The new language further provides that: 1) continuous combined filter turbidity may be recorded electronically by a supervisory control and data acquisition system or on a strip chart and the recorder must be designed so that the operator can accurately determine the turbidity level readings at 15-minute intervals; and 2) 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 14 working days following the failure of the equipment. The commission adopts the deletion of the phrase "Beginning January 1, 2002," and adopts other changes regarding recorder requirements, as proposed under subsection (d)(3), which is now adopted subsection (d)(4).

Adopted subsection (d)(5) contains added language which is needed to conform with the rest of the adoption, excepting systems with only two filters that monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity. Adopted subsection (d)(6) is new language applicable to these systems, providing that beginning January 1, 2005, systems serving fewer than 10,000 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under §290.42(d)(11)(E)(ii) must monitor the performance of individual filters using a bench-top turbidimeter. Subsection (d)(5) is adopted as proposed, except that it is renumbered as subsection (d)(7) to accommodate the addition of the previously discussed new subsection (d)(3) and (6).

The commission adopts amended subsection (e)(2) to reflect that the requirement to use the new Form 0102C has now been fully implemented. This is the current version of the Monthly Operating Report for Surface Water Treatment Plants, a report which has been required since the year 1978. The commission adopts a conforming change from proposal by adding new language under adopted subsection (e)(3), which requires that, beginning January 1, 2005, public water systems that use surface water sources or groundwater sources under the direct influence of surface water, serve fewer than 10,000 people, and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under §290.42(d)(11)(E)(ii) must submit a Monthly Operating Report plus Addendum for Surface Water Treatment Plants (commission Form 0102D) each month. Proposed subsection (e)(3) - (5) is renumbered as subsection (e)(4) - (6) to accommodate the addition of new adopted subsection (e)(3) and the adoption incorporates the proposed additional reporting requirements imposed by the adopted revisions to the special filter effluent monitoring requirements for systems serving fewer than 10,000 people. In addition, adopted subsection (e)(5) and (6) contain the added references to subsection (c)(7)(B) and (C), respectively, to appropriately include these new adopted requirements, as discussed earlier in this preamble. Then, proposed subsection (e)(6) is renumbered as (e)(7).

The commission adopts amended subsection (f) to eliminate unnecessary provisions and to incorporate an additional compliance determination for systems that serve fewer than 10,000 people. These revisions are needed to maintain consistency with the requirements of the federal Long Term 1 Enhanced Surface Water Treatment Rule. Subsection (f)(3) is adopted to apply to all public water systems that are subject to the requirements of §290.111, and contains a cross-reference correction by changing proposed "subsection (e)(3) - (5)" to "subsection (e)(4) - (6)." The commission adopts the proposed deletion of the requirement contained in previously existing subsection (f)(5), and adopts other minor changes to the remainder of this subsection, including elimination of past compliance dates and reference corrections. Under adopted subsection (f)(6), "and paragraph (7)(C)" is added to account for the addition of new adopted subsection (c)(7)(C).

The commission adopts amended subsection (g)(2) to delete the reference to subsection (b)(2) because it is inapplicable following the amendment to §290.111(b).

Section 290.117, Regulation of Lead and Cooper

The commission adopts amended §290.117 to adhere to federal requirements, as noted by EPA Region 6 after reviewing the commission's Lead and Copper Program, and to make technical corrections.

The commission adopts amended subsection (e)(1) and (5) to comply with requirements of the federal Lead and Copper Rule Minor Revisions by providing that a public water system is eligible to receive reduced monitoring if the results of 12 consecutive months of sampling show that the 90th percentile level of lead or copper does not exceed the appropriate action level, rather than simply any two six-month rounds.

The commission adopts amended subsection (g)(2) to incorporate the provision of the federal Lead and Copper Rule Minor Revisions that allows waivers for lead and copper tap sampling to be extended to all public water systems that serve 3,300 or fewer people.

The commission adopts amended subsection (h)(1)(H) - (J) and (N) by deleting the word "large," thus ensuring that these provisions would be applied to all water systems regardless of size. The need for this change was noted by EPA Region 6 staff through review of the commission's set of previous rules intended to implement the federal Lead and Copper Rule Minor Revisions that were adopted by the commission on May 10, 2002. This change is adopted in order to conform with federal regulations because the commission must adopt rules that are at least as stringent as the EPA's in order to remain the primary authority with respect to drinking water regulations.

The commission adopts amended subsection (h)(2)(A) to require source water monitoring every six-month period in which a public water system has a lead or copper exceedance, in conformance with the federal Lead and Copper Rule Minor Revisions. This change is adopted in order to conform with federal regulations because the commission must adopt rules that are at least as stringent as the EPA's in order to remain the primary authority with respect to drinking water regulations. The commission adopts the deletion of the sentence "This requirement can be satisfied by normally scheduled inorganic chemical sampling in compliance with the monitoring under the SDWA." The commission also adopts the deletion of the language stating that if acceptable entry point water data is not available for large systems, the water lead level at the entry point shall be considered zero mg/L for purposes of determining whether a corrosion control study is required because this option is not allowable under the federal Lead and Copper Rule Minor Revisions. Again, this change related to source water lead levels is adopted in order to conform with federal regulations because the commission must adopt rules that are at least as stringent as the EPA's in order to remain the primary authority with respect to drinking water regulations. Additionally, subsection (h)(2)(A) is amended to correct the reference to §290.106.

The commission adopts amended subsection (i)(2) to strike the size limitations for public education, because all water systems are subject to these requirements. Subsection (i)(2)(G) is amended to conform to the federal requirement that systems provide public education materials to their customers once every six months for as long as the system is in exceedance status. This change is adopted to conform with the provisions of the federal Lead and Copper Rule Minor Revisions related to public education.

The commission adopts amended subsection (j)(1) to provide that a system required to perform water quality parameter monitoring is out of compliance with its approved water quality parameter ranges if its water quality parameter values fall outside its approved water quality parameter range for any nine days, as opposed to nine consecutive days, in conformance with federal requirements. This change is adopted to conform with the provisions of the federal Lead and Copper Rule Minor Revisions related to measurement of water quality parameters at systems that have been required to set approved water quality parameter ranges.

The commission adopts amended subsection (j)(3) to apply the definition of systems deemed to have optimized corrosion control to all systems regardless of size, as noted by EPA Region 6 staff after review of the commission's set of previous rules intended to implement the federal Lead and Copper Rule Minor Revisions that were adopted by the commission on May 10, 2002. Additionally, this subsection is amended to incorporate the federal requirement that small and medium-sized systems perform corrosion control studies within 12 months of a confirmed lead or copper exceedance in order to conform with the EPA's Lead and Copper Rule Minor Revisions. The commission is required to adopt rules at least as stringent as the EPA's, or else the EPA will provide direct implementation of the Safe Drinking Water Act and its amendments in the State of Texas. The adopted rule will help mitigate any lead or copper exceedance because corrosion of certain pipes can lead to these exceedances, and the adopted rule will help the commission remain the primary authority with respect to drinking water regulations.

The commission adopts amended subsection (j)(4)(H) to ensure that systems address the copper action level as well as the lead action level through approval of a corrosion control study in order to conform with the EPA's Lead and Copper Rule Minor Revisions. The amendment deletes the phrases "installed corrosion control treatment" and "installing corrosion control treatment" and replaces them with "received approval for a corrosion control study" and "receiving approval for a corrosion control study." As mentioned previously in the discussion of the rule requiring certain systems to perform corrosion control studies, the adopted rule will help mitigate any lead or copper exceedance because corrosion of certain pipes can lead to these exceedances. Furthermore, the adopted rule will help the commission remain the primary authority with respect to drinking water regulations.

The commission adopts the proposed deletion of the language in existing §290.117(k)(1) - (5) and inserts language which adopts the federal requirements for lead service line replacement by reference, which in this case provides better clarity for the regulated community. It should be noted that no public water systems in the State of Texas use lead pipes. Therefore, the commission asserts that it is better to adopt the required federal regulations by reference, thereby streamlining the rule, rather than to have several paragraphs of rule language which have no practical application in our state.

Section 290.121, Monitoring Plans

The commission adopts amended §290.121(b)(1)(A) to incorporate reporting and recordkeeping mandates contained in the federal Filter Backwash Recycling Rule. This adopted revision requires the plant schematic to show the origins of recycled streams and information regarding pretreatment and reintroduction of the recycled streams.

Section 290.122, Public Notification

The commission adopts amended §290.122 to incorporate changes needed to ensure consistency with federal rules, including needed revisions identified during review of the commission's public notification requirements. The commission adopts amended subsection (a) to reflect that there is also an acute violation notice required for any maximum residual disinfectant level violation. Adopted subsection (a)(2)(A) corrects an erroneous reference to a provision in §290.46. Subsection (a)(2)(C) and (D) and (3)(C) is amended by replacing the word "hand" with the word "direct" in order to incorporate the provision of the federal Public Notification Rule that allows mail delivery or hand delivery for acute violations. Adopted subsection (a)(2)(E) incorporates a new federal Public Notification Rule requirement. Subparagraph (E) requires that, if public notice is provided by posting, the posting must remain in place for as long as the violation exists or seven days, whichever is longer. Adopted subsection (a)(3)(C), in addition to the change to "hand" delivery, is amended to conform to the federal requirement that posted notices must remain in place for at least seven days.

The commission adopts amended subsection (b)(2)(A) to incorporate the provision of the federal Public Notification Rule that requires the initial notice for a non-acute violation to be performed by mail or hand delivery, and that requires systems to make a good faith effort to notify customers who might not be reached by mail or hand delivery. Adopted subsection (b)(2)(C) incorporates the federal requirement that public notices issued by posting must remain in place for at least seven days. The commission adopts the proposed deletion of subsection (b)(3)(A) because of redundancy. This provision previously inappropriately duplicated the provision for initial public notice contained in subsection (b)(2). Subsection (b)(3)(B) and (C) is renumbered to account for the deletion of subsection (b)(3)(A), with a change of the word "hand" to the word "direct." Adopted subsection (b)(3)(C), in addition to being renumbered as subsection (b)(3)(B), is amended by incorporating the federal seven- day public notice requirement, and incorporating the provision of the federal Public Notification Rule that requires the initial notice for a non-acute violation to be performed by direct (i.e., mail or hand delivery) for noncommunity systems.

The commission adopts amended §290.122(c) to more accurately reflect the required monitoring requirements by replacing the phrase "these standards" with "this chapter." This amendment is needed because the monitoring requirements for the federal Filter Backwash Recycling Rule are in §290.46(f)(3)(C)(iii) rather than in "these standards." Adopted subsection (c)(1)(A) defines the acronym designation "SCL" as "secondary constituent levels." Adopted subsection (c)(1)(E) incorporates provisions of the federal Public Notification Rule and Filter Backwash Recycling Rule.

Adopted subsection (c)(2)(A) and (B) is amended by replacing the word "hand" with the word "direct" in order to incorporate the provision of the federal Public Notification Rule that allows mail delivery or hand delivery for monitoring and reporting violations. Adopted subsection (c)(2)(C) incorporates the federal seven-day public notice requirement. Adopted subsection (c)(3)(B) is also amended to incorporate provisions of the federal Public Notification Rule. The word "hand" is replaced with the word "direct" in order to allow mail delivery or hand delivery for monitoring and reporting violations, and the requirement that postings remain in place for a minimum of seven days if added.

Adopted subsection (d)(3) is modified to correct the reference for notifications that require mandatory public health language. Subsection (d)(3)(A) is amended to correct the reference to the federal mandatory health effects language for MCLs and treatment technique requirements. The commission adopts the relettering of subsection (d)(3)(B) as subsection (d)(3)(C) and adopts new requirements in subsection (d)(3)(B) which reference the federal mandatory health effects language for secondary fluoride violations.

Adopted subsection (d)(9) incorporates a reference to the federal notification requirements for systems that have received a variance or exemption to one or more of the MCLs or treatment technique requirements.

Adopted subsection (g) incorporates the provision of the federal Public Notification Rule that systems provide notification of violations to their customers.

Adopted subsection (h) implements a provision in the federal Public Notification Rule that allows the executive director to notify the public directly of a violation as needed without relaxing the requirement that the system is responsible for notification.

Finally, the adoption also contains typographical error corrections and administrative revisions to conform to Texas Register requirements.

FINAL REGULATORY IMPACT ANALYSIS DETERMINATION

The commission has reviewed the adopted rules in light of the regulatory analysis requirements of Texas Government Code, §2001.0225, and determined that the rulemaking does not meet the definition of a "major environmental rule" as defined in that statute. A "major environmental rule" means a rule, the specific intent of which, is to protect the environment or reduce risks to human health from 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. Although the adopted amendments to Chapter 290 are intended in part to reduce risks to human health from unsafe drinking water in public water systems, the amendments would not adversely affect in a material way the economy, a sector of the economy, productivity, competition, jobs, the environment, or public health and safety of the state. The amendments would protect public health by improving the standards for public drinking water. The amendments would also, while providing an alternative approach to compliance from the federal rules, require public drinking water systems to meet the same regulatory standards set forth in the federal rules. Further, it is not anticipated that the cost of complying with the amendments will be significant with respect to the economy as a whole; therefore, they will not materially affect the economy, a sector of the economy, productivity, competition, or jobs.

Furthermore, the rulemaking does not meet any of the four applicability requirements listed in Texas Government Code, §2001.0225(a). This section only applies 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 meet any of these four applicability requirements because this rulemaking: 1) does not exceed any standard set by federal law for treatment of water utilized in public water systems and is adopted to be consistent with federal rules; 2) does not exceed the requirements of state law under Texas Health and Safety Code, Chapter 341, Subchapter C; 3) does not exceed a requirement of a delegation agreement or contract between the state and an agency or representative of the federal government to implement any state and federal program on treatment of water utilized in public water systems, but rather is adopted to be consistent with federal rules in order to allow the state to maintain its authority to implement the federal Safe Drinking Water Act; and 4) is not adopted solely under the general powers of the agency, but rather specifically under Texas Health and Safety Code, §341.031, which allows the commission to adopt and enforce rules to implement the federal Safe Drinking Water Act, as well as the other general powers of the agency.

TAKINGS IMPACT ASSESSMENT

The commission evaluated the adopted amendments to Chapter 290 and performed an assessment of whether it constitutes a takings under Texas Government Code, Chapter 2007. The primary purpose of the adopted amendments is to: 1) require public water systems, where needed, to institute changes to the return of recycle flows to a plant's treatment process that may otherwise compromise microbial control in response to the National Primary Drinking Water Regulations: Filter Backwash Recycling Rule published by the EPA in the June 8, 2001 issue of the Federal Register (66 FR 31086), codified in 40 CFR Parts 9, 141, and 142; 2) improve control of microbial pathogens, specifically the protozoan Cryptosporidium , in drinking water and address risk trade-offs with disinfection byproducts in response to the National Primary Drinking Water Regulations: Long Term 1 Enhanced Surface Water Treatment Rule published by the EPA in the January 14, 2002 issue of the Federal Register (67 FR 1812), codified in 40 CFR Parts 9, 141, and 142; and 3) technically revise state rules to enhance their consistency with minor revisions made by the EPA to the federal National Primary Drinking Water Regulations for Lead and Copper, also known as the federal Lead and Copper Rule Minor Revisions, published by the EPA in the January 12, 2000 issue of the Federal Register (65 FR 1950), codified in 40 CFR Parts 9, 141, and 142; and federal National Primary Drinking Water Regulations: Public Notification Rule published by the EPA in the May 4, 2000 issue of the Federal Register (65 FR 25982), codified in 40 CFR Part 9, et al . The purposes of the other adopted changes are to: 1) specify how the agency implements the minimum capacity requirements for public water systems; 2) provide requirements for laboratories at surface water treatment plants; 3) describe air relief device requirements; 4) revise sanitary control easement, operator certification, security, maintenance, meter calibration, and electrical wiring requirements; 5) revise reporting requirements; 6) add items to "Appendix I, Assessment of Hazard and Selection of Assemblies;" 7) reorganize and modify source water, water treatment, and turbidity requirements; and 8) provide non-substantive revisions, including typographical error and formatting corrections, to conform with Texas Register requirements.

Promulgation and enforcement of the amendments would 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 amendments neither relate to, nor have any impact on the use or enjoyment of private real property, and there would be no reduction in value of property as a result of this rulemaking. The rulemaking requires community water systems to comply with drinking water standards protective of human health and the environment. The adopted amendments, while providing an alternative approach to compliance from the federal rules, require public drinking water systems to meet the same regulatory standards in federal rules.

CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM

The commission has reviewed this rulemaking and found that the adoption is not a rulemaking subject to the Texas Coastal Management Program (CMP) because the rulemaking is neither identified in 31 TAC §505.11, nor will it affect any action or authorization identified in §505.11. Therefore, the rules are not subject to the CMP.

PUBLIC COMMENT

A public hearing on the proposal was scheduled to be held in Austin on September 3, 2003. No public comment was offered at the scheduled hearing, so a hearing was not held. The comment period for written comments ended at 5:00 p.m., September 8, 2003. Six commenters submitted written comments, as follows: Air Land Emergency Resource Team (ALERT); BP Products North America Inc. (BP); the City of Austin; ECO Resources, Inc.; the Lower Colorado River Authority (LCRA); and the Texas Rural Water Association (TRWA).

RESPONSE TO COMMENTS

TRWA commented on the "state-only" provision proposed under §290.39(n)(3) allowing the commission to require a public water system to provide as-built drawings and specifications for any public water system production, storage, and pressure maintenance facility that was constructed without the prior approval of the executive director. TRWA commented that as-built drawings and specifications are unavailable for many older and smaller systems, and that paying a licensed professional engineer to develop these drawings and specifications would place an expense, easily amounting to several thousand dollars, on small public water systems. The commenter recommended that the proposed rule be changed at adoption to be limited to those circumstances where the agency determines that the drawings are necessary to remedy noncompliance with a capacity or quality requirement.

RESPONSE

The commission agrees in part with this comment. The executive director asserts that there are adequate opportunities for enforcement against noncompliant systems without the proposed requirement being adopted. Under existing §290.39(e), certain planning material is required to be submitted, including engineering reports for new water systems and all surface water treatment plants. Also, specifications for construction of facilities must accompany all submitted plans. Under existing §290.39(h), no person may begin construction on a new public water system before written approval of plans and specifications and, if required, approval of a business plan from the executive director. Furthermore, §290.39(n) provides that the commission may require the owner or operator of a public drinking water supply system that was constructed without the approval of the executive director to: 1) provide the executive director with a business plan that demonstrates that the system has available the financial, managerial, and technical resources adequate to ensure future operation of the system in accordance with applicable laws and rules; and 2) provide adequate financial assurance of the ability to operate the system in accordance with applicable laws and rules. Finally, Texas Health and Safety Code, §341.035 provides that: 1) a person may not begin construction of a public drinking water supply system unless the executive director approves the plans and specifications for the system; and 2) the prospective owner or operator of the proposed system shall provide completed plans and specifications for review and approval in accordance with commission rules. In response to this comment, the commission adopts the deletion of proposed §290.39(n)(3) to remove the requirement for public water systems constructed without the prior approval of the executive director to submit copies of as-built engineering drawings and specifications.

The City of Austin commented, with regard to §290.42(d)(3)(A), that the commission should not dictate a practice or require a change in piping at a plant that delves into the details of how trained, certified operators perform their duties. The commenter further stated that certain anticipated federal regulations would require Cryptosporidium sampling of the raw water; therefore, many systems would not be able to return flows ahead of the raw water sampling tap and still obtain representative raw water results. The commenter recommended that the proposed revision be changed to remove the raw water sample tap provision, to read as follows: ". . . shall be returned to pass through all treatment plant processes."

RESPONSE

The commission acknowledges that operators can collect and composite samples of raw water and any recycle stream for the purposes of jar testing, but does not agree with the commenter's recommendation. The commission notes that the proposed rule would establish a design standard that would make such compositing activities unnecessary, reduce the potential for compositing errors, and ensure proper mixing of the raw and recycle streams before coagulant is applied. Furthermore, the proposal explicitly authorizes the executive director to approve other recycling locations. As the fiscal impact analysis indicates, the commission estimates that more than 90% of the treatment plants in the State of Texas already are designed in this manner and all but three of the remaining plants will be able to demonstrate that their alternative recycling location currently meets the proposed regulatory requirement to recycle in a manner which minimizes the interference with treatment processes.

The commission is also aware that the proposed Long Term (Stage 2) Enhanced Surface Water Treatment Rule would require that certain microbial source water samples be collected prior to any treatment and agrees that this proposed federal rule would subject each plant's sampling protocol to the review and approval of the appropriate regulatory agency. The federal Filter Backwash Recycling Rule promulgation clearly indicates the EPA recognizes that recycling practices can impact the overall quality of raw water entering the treatment works. Although the Long Term (Stage 2) Enhanced Surface Water Treatment Rule proposes to allow microbial sampling to be conducted prior to the introduction of the recycle stream, the EPA is soliciting comments on how recycling practices should be addressed in the Long Term (Stage 2) Enhanced Surface Water Treatment rule.

The EPA's 1989 Surface Water Treatment Rule does not establish, and the Long Term (Stage 2) Enhanced Surface Water Treatment Rule does not propose to establish an absolute minimum treatment technique requirement for clarification processes. However, these two federal promulgations acknowledge that a properly-operated clarification process allows a plant to achieve higher removal of both Cryptosporidium oocysts and Giardia lamblia cysts. The proposed rule establishes a nominal design standard which facilitates proper operation of the coagulation and, thereby, the clarification processes. In addition, the commission anticipates that the executive director will approve a site-specific request for alternate recycling locations provided that data indicates that the plant performance is not adversely impacted by poor operational practices.

After considering all of the relevant issues, the commission has decided to adopt the proposed rule without modification.

ECO Resources, Inc. commented on the provisions that differ from the federal regulations under proposed §290.42(d)(3)(A) regarding the recycling of decant water, which requires the liquids from sludge settling lagoons, spent backwash water tanks, dewatering facilities, and similar facilities to be returned to the raw waterline upstream of the raw water sample tap and coagulant feed point, unless the executive director has approved an alternate recycling location. The commenter stated that §290.112(c)(1) requires monitoring for total organic carbon (TOC) and alkalinity in the source water prior to any treatment, and asked if the commission is recognizing raw water and source water prior to process treatment to be one and the same.

RESPONSE

The commission responds that the agency has traditionally used the terms "source water prior to any treatment" and "raw water" interchangeably. However, it may become necessary to define the terms more precisely due to the adoption of TOC treatment technique requirements, the implementation of the Source Water Assessment program, and the impending promulgation of the Long Term (Stage 2) Enhanced Surface Water Treatment Rule. For example, if a surface water treatment plant receives water from an intake located on the Rio Grande River via a series of irrigation canals, it may be appropriate to define the Rio Grande River as the source water and the water entering the plant grounds from the canal as the raw water. Similarly, if the plant is blending recycling decant water with the water from the canal prior to commencing treatment, it may be appropriate to identify the blended water stream as the raw water or it may be necessary to create a new term, such as "blended raw water."

Regardless of the term used to define the blended raw water, it is essential to recognize that both TOC levels and pathogen concentrations of the water entering the treatment process can be affected by the quality of the recycle stream. Consequently, it would be appropriate to treat the blended raw water as "source water prior to treatment" unless one of its components has received chemical pretreatment prior to the sample point. (If prior treatment of either stream occurs, the blended raw water sample point would be excluded by the federal TOC rule as an acceptable source water sample point.)

The commission recognizes the potential need to resolve this terminology question and expects that the executive director will begin discussing this issue with affected stakeholders before the commission prepares to implement the Long Term (Stage 2) Enhanced Surface Water Treatment Rule. Based on the outcome of these discussions, the commission may propose a technical correction in a future rulemaking. The commission adopts the rule as proposed.

LCRA commented that §290.42(d)(3)(B) appears to require equalization basins, variable speed pumps, or some other hardware even when hydraulic surges have not been observed to be a problem. The commenter recommended that the rule language be changed to read "The magnitude and impact of hydraulic surges during the recycling process shall be minimized."

TRWA commented that §290.42(d)(3)(B) appears to require that facilities be constructed and operated in order to minimize the magnitude and impact of hydraulic surges that occur during the recycling process regardless of whether hydraulic surges have been documented to be a problem with the performance of the treatment process. The commenter recommended that this provision not be adopted or, in the alternative, that the proposed rule language be modified at adoption to provide: "The magnitude and impact of hydraulic surges shall be minimized as necessary to ensure adequate treatment."

RESPONSE

The commission agrees with these commenters, and notes that the commission did not intend for the proposed rule to require the installation of any additional facilities at treatment plants which are not experiencing hydraulic surges. The commission adopts the rule with revised language to omit the proposed references to specific technologies.

TRWA commented, with regard to §290.42(d)(11)(E)(ii), that the commission should adopt the requirements of the federal regulations, rather than requiring systems serving fewer than 10,000 people with only two filters to install a turbidimeter and recorder on each individual filter. The commenter stated that the requirement would cause operators at these small systems to take time away from other tasks that must be carefully attended, thereby posing the risk that the rule would burden small system operators to the detriment of their other functions in protecting the public health. The commenter further stated that no measurable additional public protection is achieved by foreclosing an option that the EPA clearly believes appropriate.

RESPONSE

The commission agrees in part with the commenter.

Although the commission disagrees with the commenter that the proposed requirement would provide no measurable additional public protection, the commission has decided to adopt the rule in accordance with the federal regulation which allows systems with only two filters to use combined filter effluent turbidity monitoring, in lieu of individual filter effluent filter turbidity monitoring.

LCRA commented that the requirement under proposed §290.42(d)(16) for each surface water treatment plant to be provided with a computer and software for recording performance data has been interpreted by the agency's regional inspectors to mean that the computer must be located at the water treatment plant. The commenter stated that, at many small plants, this is not feasible and that many such plants have no environmentally controlled buildings suitable for housing a computer, and that the commission should modify the language to clarify that a computer is necessary for recording data, maintaining records, and preparing reports, but it is up to the water system to determine the best location for that computer.

TRWA commented that under proposed §290.42(d)(16), each surface water treatment plant, rather than each surface water treatment system, must be provided with a computer and software. The commenter stated that the proposed language could be interpreted to mean that the computer and software must be located and maintained at the actual plant, and that this is simply infeasible at many small systems. The commenter recommended that the proposed rule be revised to clarify that the computer and appropriate software that is required for each system should be maintained at a suitable on-site or off-site location, as determined by the system.

RESPONSE

The commission does not concur with these comments. The commission asserts that the computer must be readily accessible at the plant so that the operator can enter monitoring results and prepare routine reports. In addition, the presence of a computer at the plant site assures that the compliance data and other pertinent plant records will be available during inspections by commission staff. The purpose of the proposed revision was to specify that the plant computer does not have to be maintained in the plant laboratory as currently specified in §290.42(d)(15).

The commission recognizes that it may be appropriate for some systems to maintain the plant computer at a remote site. However, the commission asserts that the computer must be readily accessible to plant personnel so that monitoring results can be entered on a real-time basis and that the operator can prepare routine reports at any time. The commission further asserts that the computer must be located at a site that will ensure that compliance data and other pertinent plant records are available during inspections by agency staff. Consequently, the commission does not agree that public water systems should have unlimited flexibility in determining where the plant computer should be installed. Nevertheless, the commission adopts the amendment that allows the executive director to approve a computer location other than the treatment plant provided that the aforementioned objectives can be achieved using a remote computer.

LCRA commented that the requirement under proposed §290.42(i) to obtain a commission permit for discharging wastes from water treatment processes has been interpreted by agency staff to require a waste discharge permit to irrigate on-site plant landscape areas with settled filter backwash decant water. The commenter recommended that the following sentence be added, noting that it is similar to existing commission requirements under 30 TAC Chapter 210 that allow irrigation with treated effluent on wastewater treatment plant sites: "Settled filter backwash water may be used to irrigate landscaped areas within the plant boundary so long as no runoff from the irrigation leaves the plant site and no nuisances result from the irrigation practice."

RESPONSE

The commission disagrees with the commenter. Both the proposed rule and the equivalent regulation currently contained in §290.42(d)(3) are intended to assure that engineers and public water systems are aware of the need to comply with state and federal requirements when disposing of plant wastes. The proposed rule imposes no additional permitting requirements on plants which do not require a permit to dispose of their wastes. The commission adopts the rule as proposed.

ECO Resources, Inc. commented on the language of §290.42(m), which states that "The gates shall be locked during periods of darkness and when the plant is unattended." The commenter questioned whether the "and" should be changed to "or."

RESPONSE

The commission asserts that the requirement is grammatically correct and the rule is adopted as proposed. In order to assure a reasonable level of security, plant gates should be locked whenever the plant is unattended and during periods of darkness even if an operator is present.

TRWA commented that proposed §290.45(a)(5) represents an unreasonable infringement on the minutiae of a public water system's management, and asserted that there are times (e.g., during the winter months) when peak system capacity can be suspended for routine maintenance activities with no compromise to public health or service. The commenter stated that many systems temporarily shut down (i.e., "winterize") wells that are used only for peak demand production during the summer months, and that the proposed rule needlessly substitutes regulatory second-guessing for the management judgment calls of public water systems. The commenter recommended against adoption of this portion of the rulemaking.

The City of Austin commented that proposed §290.45(a)(5) should be removed from the rules at adoption, primarily due to concerns that it could be interpreted that storage tanks, sedimentation basins, and filters that are out of service for winter maintenance could not be included in capacity compliance determinations because they are routinely out of service for more than 60 days. The commenter recommended that, if proposed §290.45(a)(5) is not deleted at adoption, the following language be added: "This does not apply to facilities out of service for repair or routine maintenance, and such facilities must be operational by the time the public water system determines they are necessary to meet demands."

RESPONSE

The commission agrees in part with these commenters, in that the language in the proposal might, under certain circumstances, establish an unrealistic performance standard regarding routine repair and maintenance of certain public water system facilities. However, the commission asserts that the rules existing before this adoption did not adequately address inoperative facilities and that it would be inappropriate to promulgate a rule that essentially allows a public water system to determine which of its inoperative facilities should be included when the agency evaluates compliance with regulatory requirements. Consequently, the commission is adopting a rule which establishes a more realistic performance standard and allows the executive director some additional flexibility when interpreting and enforcing the commission's minimum capacity requirements. The adopted rule language is as follows: "The executive director may exclude the capacity of facilities that have been inoperative for the past 120 days and will not be returned to an operative condition within the next 30 days when determining compliance with the requirements of this section."

ECO Resources, Inc. commented on §290.46(e), stating that the word "employee" exists in the current regulations, and requesting that the commission confirm that "employee" relates to individuals and contract operating firms equally under the proposed rules. The commenter also stated that the proposal, under §290.46(e)(3)(C), (4)(C), (5)(D), and (6)(B), allows a system to gain relief from hiring two full-time operators by allowing for two part-time operators based on a minimum number of hours per month worked at the system. The commenter asked whether it is the commission's intent that these minimum hours apply only to those systems employing part-time operators and not full-time contract operating firms. This commenter also questioned whether contract operating firms are obligated to provide 24-hour service, full-time operators. Finally, the commenter requested that, under proposed §290.46(e)(6)(A), the term "contract operators" be changed to "part-time operators."

RESPONSE

The commission agrees in part with this commenter. The commission notes that the proposal did not distinguish between the operators who are employees of the public water system and those who are employees of a contract firm that operates the public water system's facilities. Consequently, the commission does not concur that the proposed provisions would limit the obligation of a system to be operated at all times under the direct supervision of an appropriately licensed water works operator. The commission has concluded that an operator must have a certain familiarity with the public water system facilities before the agency recognizes that individual as one of the water system's operators. This principle applies whether the operator is a part-time employee of the system or a contract operator whose employee only works at the system part-time. In essence, the term "part-time operator" describes any licensed individual who does not work at least 40 hours per week in the production, treatment, or distribution facilities of a particular water system.

The proposal did not include provisions which would preclude the system or its contractor from hiring or utilizing additional operators as needed to assure supervision at all times. The proposed provisions also did not indicate that the minimum hours per month are sufficient to assure adequate coverage. The purpose of these proposed provisions was to assure that there are at least two primary operators with sufficient familiarity with the public water system facilities to achieve a continuity of coverage, knowledge, and experience in the event that one of the primary operators leaves.

The commission concurs that the isolated use of the term "contract operators" in §290.46(e)(6)(A) is confusing and adopts the recommended revision to the rule.

TRWA commented that the proposal, under §290.46(e)(3)(C), (4)(C), (5)(B) and (D), and (6)(A), requiring various public water systems to allocate a minimum number of hours per operator represents an unjustified intrusion by the commission into the minutiae of a public water system's scheduling of its operators, and recommended that the commission not include the minimum number of hours each operator must work at the water system plant. The commenter stated that it should be sufficient to specify the number of operators, for the minimum time in attendance at the water system's production, treatment, or distribution facilities, and that scheduling the individual operators should be left to the discretion of the public water system managers.

RESPONSE

The commission agrees with the commenter that the scheduling of operators should be left to the discretion of the public water system. However, at systems which are required to have more than one operator, it is essential that the operators used to meet minimum requirements are sufficiently familiar with the public water system facilities to achieve a continuity of coverage, knowledge, and experience in the event that one of the operators leaves. The proposed rule would achieve this requirement without requiring a system to hire two full-time operators.

In the case of §290.46(e)(6)(A), the commission proposed a similar requirement for small systems with surface water treatment plants and the same principles apply. However, in this case, the Class B operator may serve principally as a technical consultant rather than as one of the system's primary operators. Nevertheless, to function efficiently and effectively in this role, the Class B operator must remain sufficiently familiar with the knowledge and skill levels of the system's Class C operator, the current condition of the plant facilities, the plant's current operational practices, and recent raw water quality conditions. The commission does not believe that this level of familiarity can be achieved during a single eight-hour visit per month or by frequent one-hour visits. The commission asserts that the proposed provision properly balances the flexibility issues raised by the commenter and the commission's need to assure that a Class B operator has a working knowledge of the plant and its staff. The commission adopts the proposed rule with no change in response to this commenter.

LCRA commented that the proposed requirement under §290.46(f)(3)(A)(vii) for a monthly summary of the work performed by each of the part-time operators if full-time operators are not employed is not necessary, and that entry into a daily log should be sufficient. TRWA also commented that entry into a daily log should be sufficient to verify compliance.

RESPONSE

The commission agrees with the commenter, and notes that it did not intend to require a system to maintain a monthly record of operator activities if it maintains daily records. The commission concurs that a daily record will be acceptable if it contains the information needed to assure that the part-time operator is performing operational duties at the public water system. The commission adopts a revision to the proposed regulatory requirement that allows the use of a daily record.

The City of Austin commented that proposed §290.46(f)(3)(C)(iii) does not specify the format or frequency for reporting, and suggested that the adopted rule require a one-time report to the agency of recycling practices, and once it is accepted, there are no further reporting requirements unless changes are made to the recycling practices.

RESPONSE

The commission agrees in part with the commenter, and notes that it concurs that most public water systems will only have to submit one Recycling Practices Report. The commission also agrees that a revised report must be submitted each time the plant makes a significant change to its recycling practices. For example, a revised report would be needed if the plant relocated its recycling point, installed or discontinued the use of pretreatment facilities for recycle streams, or began recycling decant water from a new waste stream.

In addition to the Recycle Practices Report, the commission plans to have systems that use an alternate recycle location to compile performance data for a specified period to obtain final approval for the alternate location. The precise nature of this data and the duration of the reporting period will be determined on a site-specific basis following discussions with plant staff. Again, the commission expects this to be a one-time report in most cases.

However, in addition to requiring submission of information contained in the Recycle Practices Report to the commission, the federal Filter Backwash Recycling Rule requires plants that recycle to compile and retain specific additional information on recycling practices and to retain this information for review by agency staff. Consequently, the commission does not agree with the commenter that the rule should stipulate that the recycling data collection will be a one- time report and adopts the rule as proposed.

BP commented that it supports the proposed rule, and requested that the commission consider a change under §290.46(h) to allow the use of sodium hypochlorite, as well as calcium hypochlorite.

RESPONSE

The commission appreciates the support offered by BP, but does not concur that a change to the referenced rule is required to specifically allow the use of sodium hypochlorite (bleach). Calcium hypochlorite (Ca(OCl) 2 ) is specified for technical reasons. These reasons include the fact that Ca(OCl) 2 is much more stable than bleach, so it can be stored for longer periods of time; it is a solid that will sink in water before dissolving; it is five to 15 times more concentrated than bleach, so less is required to achieve the same level of disinfection; it is easy to distribute in long pipelines during the construction phase because it can be added when connecting pipes; and when a liquid is needed, it can be dissolved in water prior to application. The commission also notes that, while the existing rule does require systems to have some Ca(OCl) 2 on hand for those situations when it is needed, it does not prohibit the use of bleach when making repairs or installing new facilities. The commission adopts the rule with no change.

The City of Austin commented that it supports proposed §290.46(s)(2)(A)(iii) and (iv), which reduces the frequency of calibration of on-line pH meters at surface water treatment plants, and provided graphs demonstrating stable and close comparisons between pH grab samples and on-line pH results at its three water treatment plants.

RESPONSE

The commission appreciates the support and adopts the rule as proposed.

The City of Austin commented that §290.46(s)(2)(C), proposed as "No change," should be revised under clause (ii) to address certain calibration problems, and recommended the following wording: "Continuous disinfectant residual analyzers shall be calibrated at least once every 90 days with the manufacturer's method of using chlorine solutions of known concentration. If such a method is not available from the manufacturer, or as an alternate method, the analyzer shall be calibrated once a week by comparing the results from the on-line analyzer with the results of approved benchtop amperometric, spectrophotometric, or titration methods."

RESPONSE

The commission has become aware that the current rule requiring on-line disinfectant residual monitors to be calibrated on a quarterly basis is an excessively onerous requirement for some systems. However, no changes to the portion of the rule cited by the commenter were proposed and the commission has decided to delay amendment until it has an opportunity to consult with various stakeholders. The commission will retain the recommended language submitted by the commenter for consideration in future rulemaking. Until that process is complete, the commission encourages the City of Austin to submit a request for an exception under the provisions of §290.39(l).

ALERT commented on the commission's intended meaning of the phrase "15-minute reading" under §290.111(c)(4)(B), noting that during any period over which the reading is taken (e.g., three minutes), one could possibly use the maximum, minimum, median, or "RMS" value. The commenter stated that the proposed rule is not clear on this point as to what value or values should be recorded as a 15-minute reading.

RESPONSE

The rule referenced in the comment addresses the monitoring requirements of systems serving more than 10,000 people in the event that the continuous monitoring equipment fails and states that four-hour grab samples are allowed for up to five working days. Since the comment was received from a system serving fewer than 10,000 people, the commission believes that the comment was likely to have been intended to address the proposed requirements contained in §290.111(d)(4) and (4)(A), which would require each filter to be equipped with a continuous turbidimeter and continuous recorder.

The federal rule specifies that the turbidimeter must continuously monitor the turbidity produced by the filter, but only requires that the turbidity level be recorded at least once every 15 minutes. The commission adopts amended §290.111(d)(4) and (4)(A) to coincide with the federal description of a continuous on-line turbidimeter and recorder and to specify the intent of the rule regarding strip chart recorders.

Since the comment also applies to the language contained in §290.111(d)(3) and (3)(A), the commission also adopts revisions to these provisions to specify the intent of the existing regulatory language.

ALERT commented on the requirement to monitor individual filters continuously for systems serving fewer than 10,000 people (§290.111(d)(4)). The commenter expressed the belief that a single turbidimeter and recording device can adequately monitor both filters to protect public health and reveal degradation in one of the filters should it occur, and requested that the rule language be changed to allow for using a single turbidimeter and recording device on two filters for these systems. The commenter stated that such monitoring could be accomplished by providing a continuous flow of water from each of the two filters to the single turbidimeter and diverting water to the turbidimeter as needed using solenoid valves, and that a sampling cycle would consist of 4.5 minutes of flushing and three minutes of recorded monitoring for each filter monitoring cycle.

RESPONSE

The rule referenced in the comment addresses the monitoring requirements at systems serving more than 10,000 people in the event that the continuous monitoring equipment fails and states that four-hour grab samples are allowed for up to five working days. The commission believes that the comment was intended to address the proposed requirements contained in §290.111(c)(6) which contain the phrase "15-minute readings" in several locations.

In §290.111(c)(4)(B), the commission specifies that turbidity data from individual filters must be recorded at 15-minute intervals. Although the rule anticipates that the discrete reading at the 15-minute mark will be reported, other methods may be used with the approval of the executive director. For systems that record multiple data points within a 15-minute period, the commission will allow plants to report an arithmetic average of all readings occurring within the 15-minute period, the maximum value that recorded during the 15-minute period, or the discrete value that was recorded at the 15-minute mark. The commission is adopting the provisions as proposed.

TRWA commented that proposed §290.122(g) should be modified at adoption to limit the public notification requirement to those purchasing systems that perform no additional treatment or inadequate additional treatment prior to distribution to that system's retail customers.

RESPONSE

The commission does not concur that a revision is needed to address the situation described in the comment. The proposed rule would require a subsequent system to notify its own customers of the violation only if it is affected by the violation.

A subsequent system that installs supplemental treatment facilities is required to monitor the performance of those treatment facilities. If the sample results reveal that the downstream public water system is complying with minimum water quality requirements, the system will not be required to notify its own customers of the upstream violation because its customers are not affected by that violation.

The commission adopts the rule as proposed.

Subchapter D. RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS

30 TAC §§290.38, 290.39, 290.41 - 290.47

STATUTORY AUTHORITY

These amendments are adopted under Texas Water Code, §5.102, which establishes the commission's general authority necessary to carry out its jurisdiction; §5.103, which establishes the commission's general authority to adopt rules; §5.105, which establishes the commission's authority to set policy by rule; and Texas Health and Safety Code, §341.031, which allows the commission to adopt rules to implement the federal Safe Drinking Water Act, 42 United States Code, §§300f to 300j-26.

§290.39.General Provisions.

(a) Authority for requirements. Texas Health and Safety Code (THSC), Chapter 341, Subchapter C prescribes the duties of the commission relating to the regulation and control of public drinking water systems in the state. The statute requires that the commission ensure that public water systems: supply safe drinking water in adequate quantities, are financially stable and technically sound, promote use of regional and area-wide drinking water systems, and review completed plans and specifications and business plans for all contemplated public water systems not exempted by THSC, §341.035(d). The statute also requires the commission be notified of any subsequent material changes, improvements, additions, or alterations in existing systems and, consider compliance history in approving new or modified public water systems.

(b) Reason for this subchapter and minimum criteria. This subchapter has been adopted to ensure regionalization and area-wide options are fully considered, the inclusion of all data essential for comprehensive consideration of the contemplated project, or improvements, additions, alterations, or changes thereto and to establish minimum standardized public health design criteria in compliance with existing state statutes and in accordance with good public health engineering practices. In addition, minimum acceptable financial, managerial, technical, and operating practices must be specified to ensure that facilities are properly operated to produce and distribute a safe, potable water.

(c) Required actions and approvals prior to construction. A person may not begin construction of a public drinking water supply system unless the executive director determines the following requirements have been satisfied and approves construction of the proposed system.

(1) A person proposing to install a public drinking water system within the extraterritorial jurisdiction of a municipality; or within 1/2-mile of the corporate boundaries of a district, or other political subdivision providing the same service; or within 1/2-mile of a certificated service area boundary of any other water service provider shall provide to the executive director evidence that:

(A) written application for service was made to that provider; and

(B) all application requirements of the service provider were satisfied, including the payment of related fees.

(2) A person may submit a request for an exception to the requirements of paragraph (1) of this subsection if the application fees will create a hardship on the person. The request must be accompanied by evidence documenting the financial hardship.

(3) A person who is not required to complete the steps in paragraph (1) of this subsection, or who completes the steps in paragraph (1) of this subsection and is denied service or determines that the existing provider's cost estimate is not feasible for the development to be served, shall submit to the executive director:

(A) plans and specifications for the system; and

(B) a business plan for the system.

(d) Submission of plans.

(1) Plans, specifications, and related documents will not be considered unless they have been prepared under the direction of a licensed professional engineer. All engineering documents must have engineering seals, signatures, and dates affixed in accordance with the rules of the Texas Board of Professional Engineers.

(2) Detailed plans must be submitted for examination at least 30 days prior to the time that approval, comments or recommendations are desired. From this, it is not to be inferred that final action will be forthcoming within the time mentioned.

(3) The limits of approval are as follows.

(A) The commission's public drinking water program furnishes consultation services as a reviewing body only, and its licensed professional engineers may neither act as design engineers nor furnish detailed estimates.

(B) The commission's public drinking water program does not examine plans and specifications in regard to the structural features of design, such as strength of concrete or adequacy of reinforcing. Only the features covered by this subchapter will be reviewed.

(C) The consulting engineer and/or owner must provide surveillance adequate to assure that facilities will be constructed according to approved plans and must notify the executive director in writing upon completion of all work. Planning materials shall be submitted to the Texas Commission on Environmental Quality, Water Supply Division, MC 153, P.O. Box 13087, Austin, Texas 78711-3087.

(e) Submission of planning material. In general, the planning material submitted shall conform to the following requirements.

(1) Engineering reports are required for new water systems and all surface water treatment plants. Engineering reports are also required when design or capacity deficiencies are identified in an existing system. The engineering report shall include, at least, coverage of the following items:

(A) statement of the problem or problems;

(B) present and future areas to be served, with population data;

(C) the source, with quantity and quality of water available;

(D) present and estimated future maximum and minimum water quantity demands;

(E) description of proposed site and surroundings for the water works facilities;

(F) type of treatment, equipment, and capacity of facilities;

(G) basic design data, including pumping capacities, water storage and flexibility of system operation under normal and emergency conditions; and

(H) the adequacy of the facilities with regard to delivery capacity and pressure throughout the system.

(2) All plans and drawings submitted may be printed on any of the various papers which give distinct lines. All prints must be clear, legible and assembled to facilitate review.

(A) The relative location of all facilities which are pertinent to the specific project shall be shown.

(B) The location of all abandoned or inactive wells within 1/4-mile of a proposed well site shall be shown or reported.

(C) If staged construction is anticipated, the overall plan shall be presented, even though a portion of the construction may be deferred.

(D) A general map or plan of the municipality, water district, or area to be served shall accompany each proposal for a new water supply system.

(3) Specifications for construction of facilities shall accompany all plans. If a process or equipment which may be subject to probationary acceptance because of limited application or use in Texas is proposed, the executive director may give limited approval. In such a case, the owner must be given a bonded guarantee from the manufacturer covering acceptable performance. The specifications shall include a statement that such a bonded guarantee will be provided to the owner and shall also specify those conditions under which the bond will be forfeited. Such a bond will be transferrable. The bond shall be retained by the owner and transferred when a change in ownership occurs.

(4) A copy of each fully executed sanitary control easement and any other documentation demonstrating compliance with §290.41(c)(1)(F) of this title (relating to Water Sources) shall be provided to the executive director prior to placing the well into service. Each original easement document, if obtained, must be recorded in the deed records at the county courthouse. Section 290.47(c) of this title (relating to Appendices) includes a suggested form.

(5) Construction features and siting of all facilities for new water systems and for major improvements to existing water systems must be in conformity with applicable commission rules.

(f) Submission of business plans. The prospective owner of the system or the person responsible for managing and operating the system must submit a business plan to the executive director 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. The executive director may order the prospective owner or operator to demonstrate financial assurance to operate the system in accordance with applicable laws and rules as specified in Chapter 37, Subchapter O of this title (relating to Financial Assurance for Public Drinking Water Systems and Utilities), or as specified by commission rule, unless the executive director finds that the business plan demonstrates adequate financial capability. A business plan shall include the information and be presented in a format prescribed by the executive director. For community water systems, the business plan shall contain, at a minimum, the following elements:

(1) description of areas and population to be served by the potential system;

(2) description of drinking water supply systems within a two-mile radius of the proposed system, copies of written requests seeking to obtain service from each of those drinking water supply systems, and copies of the responses to the written requests;

(3) time line for construction of the system and commencement of operations;

(4) identification of and costs of alternative sources of supply;

(5) selection of the alternative to be used and the basis for that selection;

(6) identification of the person or entity which owns or will own the drinking water system and any identifiable future owners of the drinking water system;

(7) identification of any other businesses and public drinking water system(s) owned or operated by the applicant, owner(s), parent organization, and affiliated organization(s);

(8) an operations and maintenance plan which includes sufficient detail to support the budget estimate for operation and maintenance of the facilities;

(9) assurances that the commitments and resources needed for proper operation and maintenance of the system are, and will continue to be, available, including the qualifications of the organization and each individual associated with the proposed system;

(10) for retail public utilities as defined by Texas Water Code (TWC), §13.002:

(A) projected rate revenue from residential, commercial, and industrial customers; and

(B) pro forma income, expense, and cash flow statements;

(11) identification of any appropriate financial assurance, including those being offered to capital providers;

(12) a notarized statement signed by the owner or responsible person that the business plan has been prepared under his direction and that he is responsible for the accuracy of the information; and

(13) other information required by the executive director to determine the adequacy of the business plan or financial assurance.

(g) Business plans not required. A person is not required to file a business plan if the person:

(1) is a county;

(2) is a retail public utility as defined by TWC, §13.002, unless that person is a utility as defined by that section;

(3) has executed an agreement with a political subdivision to transfer the ownership and operation of the water supply system to the political subdivision; or

(4) is a noncommunity nontransient water system and the person has demonstrated financial assurance under THSC, Chapter 361 or 382 or TWC, Chapter 26.

(h) Beginning and completion of work.

(1) No person may begin construction on a new public water system before receiving written approval of plans and specifications and, if required, approval of a business plan from the executive director. No person may begin construction of modifications to a public water system without providing notification to the executive director and submitting and receiving approval of plans and specifications if requested in accordance with subsection (j) of this section.

(2) The executive director shall be notified in writing by the design engineer or the owner before construction is started.

(3) Upon completion of the water works project, the engineer or owner shall notify the executive director in writing as to its completion and attest to the fact that the completed work is substantially in accordance with the plans and change orders on file with the commission.

(i) Changes in plans and specifications. Any addenda or change orders which may involve a health hazard or relocation of facilities, such as wells, treatment units, and storage tanks, shall be submitted to the executive director for review and approval.

(j) Changes in existing systems or supplies. Public water systems shall notify the executive director prior to making any significant change or addition to the system's production, treatment, storage, pressure maintenance, or distribution facilities. Public water systems shall submit plans and specifications for the proposed changes upon request. Changes to an existing disinfection process at a treatment plant that treats surface water or groundwater that is under the direct influence of surface water shall not be instituted without the prior approval of the executive director.

(1) The following changes are considered to be significant:

(A) proposed changes to existing systems which result in an increase or decrease in production, treatment, storage, or pressure maintenance capacity;

(B) proposed changes to the disinfection process used at plants that treat surface water or groundwater that is under the direct influence of surface water including changes involving the disinfectants used, the disinfectant application points, or the disinfectant monitoring points;

(C) proposed changes to the type of disinfectant used to maintain a disinfectant residual in the distribution system;

(D) proposed changes in existing distribution systems when the change is greater than 10% of the existing distribution capacity or 250 connections, whichever is smaller, or results in the water system's inability to comply with any of the applicable capacity requirements of §290.45 of this title (relating to Minimum Water System Capacity Requirements); and

(E) any other material changes specified by the executive director.

(2) The executive director shall determine whether engineering plans and specifications will be required after reviewing the initial notification regarding the nature and extent of the modifications.

(A) Upon request of the executive director, the water system shall submit plans and specifications in accordance with the requirements of subsection (d) of this section.

(B) Unless plans and specifications are required by Chapter 293 of this title (relating to Water Districts), the executive director will not require another state agency or a political subdivision to submit planning material on distribution line improvements if the entity has its own internal review staff and complies with all of the following criteria:

(i) the internal review staff includes one or more licensed professional engineers that are employed by the political subdivision and must be separate from, and not subject to the review or supervision of, the engineering staff or firm charged with the design of the distribution extension under review;

(ii) a licensed professional engineer on the internal review staff determines and certifies in writing that the proposed distribution system changes comply with the requirements of §290.44 of this title (relating to Water Distribution) and will not result in a violation of any provision of §290.45 of this title;

(iii) the state agency or political subdivision includes a copy of the written certification described in this subparagraph with the initial notice that is submitted to the executive director.

(C) Unless plans and specifications are required by Chapter 293 of this title, the executive director will not require planning material on distribution line improvements from any public water system that is required to submit planning material to another state agency or political subdivision that complies with the requirements of subparagraph (B) of this paragraph. The notice to the executive director must include a statement that a state statute or local ordinance requires the planning materials to be submitted to the other state agency or political subdivision and a copy of the written certification that is required in subparagraph (B) of this paragraph.

(3) If a certificate of convenience and necessity (CCN) is required or must be amended, the CCN application must be included with the notice to the executive director.

(k) Planning material acceptance. Planning material for improvements to an existing system which does not meet the requirements of all sections of this subchapter will not be considered unless the necessary modifications for correcting the deficiencies are included in the proposed improvements, or unless the executive director determines that reasonable progress is being made toward correcting the deficiencies and no immediate health hazard will be caused by the delay.

(l) Exceptions. Requests for exceptions to one or more of the requirements in this subchapter shall be considered on an individual basis. Any water system which requests an exception must demonstrate to the satisfaction of the executive director that the exception will not compromise the public health or result in a degradation of service or water quality.

(1) The exception must be requested in writing and must be substantiated by carefully documented data. The request for an exception shall precede the submission of engineering plans and specifications for a proposed project for which an exception is being requested.

(2) Any exception granted by the commission is subject to revocation.

(3) Any request for an exception which is not approved by the commission in writing is denied.

(m) Notification of system startup or reactivation. The owner or responsible official must provide written notification to the commission of the startup of a new public water supply system or reactivation of an existing public water supply system. This notification must be made immediately upon meeting the definition of a public water system as defined in §290.38 of this title (relating to Definitions).

(n) The commission may require the owner or operator of a public drinking water supply system that was constructed without the approval required by (THSC), §341.035, that has a history of noncompliance with (THSC), Chapter 341, Subchapter C or commission rules, or that is subject to a commission enforcement action to take the following action:

(1) provide the executive director with a business plan that demonstrates that the system has available the financial, managerial, and technical resources adequate to ensure future operation of the system in accordance with applicable laws and rules. The business plan must fulfill all the requirements for a business plan as set forth in subsection (f) of this section;

(2) provide adequate financial assurance of the ability to operate the system in accordance with applicable laws and rules. The executive director will set the amount of the financial assurance, after the business plan has been reviewed and approved by the executive director.

(A) The amount of the financial assurance will equal the difference between the amount of projected system revenues and the projected cash needs for the period of time prescribed by the executive director.

(B) The form of the financial assurance will be as specified in Chapter 37, Subchapter O of this title and will be as specified by the executive director.

(C) If the executive director relies on rate increases or customer surcharges as the form of financial assurance, such funds shall be deposited in an escrow account as specified in Chapter 37, Subchapter O of this title and released only with the approval of the executive director.

§290.42.Water Treatment.

(a) Capacity and location.

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

(2) The water treatment plant and all pumping units shall be located in well-drained areas not subject to flooding and away from seepage areas or where the underground water table is near the surface.

(A) Water treatment plants shall not be located within 500 feet of a sewage treatment plant or lands irrigated with sewage effluent. A minimum distance of 150 feet must be maintained between any septic tank drainfield line and any underground treatment or storage unit. Any sanitary sewers located within 50 feet of any underground treatment or storage unit shall be constructed of ductile iron or polyvinyl chloride (PVC) pipe with a minimum pressure rating of 150 pounds per square inch (psi) and have watertight joints.

(B) Plant site selection shall also take into consideration the need for disposition of all plant wastes in accordance with all applicable regulations and state statutes, including both liquid and solid waste or by-product material from operation and/or maintenance.

(3) Each water treatment plant shall be located at a site that is accessible by an all-weather road.

(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 groundwater 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.

(7) 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 equivalent acceptable to the executive director.

(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 2-log removal of Cryptosporidium oocysts, 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. 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.

(6) Return of the decanted water or sludge to the treatment process shall be adequately controlled so that there will be a minimum of interference with the treatment process and shall conform to the applicable requirements of subsection (d)(3) of this section. Beginning July 1, 2004, systems that do not comply with the provisions of subsection (d)(3) of this section commit a treatment technique violation and must notify their customers in accordance with the requirements of §290.122(b) of this title (relating to Public Notice).

(7) Air release devices on treated waterlines 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 equivalent acceptable to the executive director.

(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 2-log removal of Cryptosporidium oocysts, 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. 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 clearwells. 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.

(F) Air release devices on treated waterlines 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 equivalent acceptable to the executive director.

(3) Return of the decanted water or solids to the treatment process shall be adequately controlled so that there will be a minimum of interference with the treatment process. Beginning July 1, 2004, systems that do not comply with the provisions of this paragraph commit a treatment technique violation and must notify their customers in accordance with the requirements of §290.122(b) of this title.

(A) Unless the executive director has approved an alternate recycling location, spent backwash water and the liquids from sludge settling lagoons, spent backwash water tanks, sludge thickeners, and similar dewatering facilities shall be returned to the raw waterline upstream of the raw water sample tap and coagulant feed point. The blended recycled liquids shall pass through all of the major unit processes at the plant.

(B) Recycle facilities shall be designed to minimize the magnitude and impact of hydraulic surges that occur during the recycling process.

(C) Solids produced by dewatering facilities such as sludge lagoons, sludge thickeners, centrifuges, mechanical presses, and similar devices shall not be returned to the treatment plant without the prior approval of the executive director.

(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 comply with applicable requirements in subsection (f)(1) of this section.

(7) Chemical feed facilities shall comply with the applicable requirements in subsection (f)(2) of this section.

(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 Nephelometric Turbidity Unit (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 gallons 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 American Water Works Association (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 millimeter (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 12 inches of sand with an effective size of 0.45 to 0.55 mm and 24 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 24 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.

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

(ii) Beginning January 1, 2005, each filter operated by a public water system that serves fewer than 10,000 people shall be equipped with an on-line turbidimeter and recorder which will allow the operator to measure and record the turbidity at 15-minute intervals. The executive director may allow combined filter effluent monitoring in lieu of individual filter effluent monitoring under the following conditions:

(I) The public water system has only two filters that were installed prior to October 1, 2000 and were never equipped with individual on-line turbidimeters and recorders; and

(II) The plant is equipped with an on-line turbidimeter and recorder which will allow the operator to measure and record the turbidity level of the combined filter effluent at a location prior to clearwell storage at 15-minute intervals.

(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 measure and record 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 that is not equipped with an on-line turbidimeter and recorder 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 gallons per minute per square foot) and usually not more than 35 inches vertical rise per minute (21.8 gallons per minute per square foot).

(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, and 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 executive director 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 a laboratory certified by the executive director 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.

(16) 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. The executive director may allow a water system to locate the computer at a site other than the water treatment plant only if performance data can be reliably transmitted to the remote location on a real-time basis, the plant operator has access to the computer at all times, and performance data is readily accessible to agency staff during routine and special investigations.

(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 UFC.

(f) Surface water treatment plant chemical storage and feed facilities.

(1) 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 a 15-day supply of all chemicals needed to comply with minimum treatment technique and maximum contaminant level (MCL) requirements. The capacity of these bulk storage facilities shall be based on the design capacity of the treatment plant. 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.

(2) 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 that is needed to comply with a treatment technique or MCL requirement 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.

(g) 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, in accordance with §290.39(l) of this title. 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 chapter (relating to Drinking Water Standards Governing Drinking Water Quality and Reporting Requirements for Public Water 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 manufacturer's performance warrantee or guarantee assuring that the plant will produce treated water which meets minimum state and federal standards for drinking water quality.

(h) 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.

(i) Permits for waste discharges. Any discharge of wastewater and other plant wastes shall be in accordance with all applicable state and federal statutes and regulations. Permits for discharging wastes from water treatment processes shall be obtained from the commission, if necessary.

(j) 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.

(k) Safety.

(1) Safety equipment for all chemicals used in water treatment shall meet applicable standards established by the OSHA or Texas Hazard Communication Act, Texas Health and Safety Code, Title 6, Chapter 502.

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

(l) 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, with protocols to be utilized in the event of a natural or man-made catastrophe, 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.

(m) Security. Each water treatment plant and all appurtenances thereof shall be enclosed by an intruder-resistant fence. The gates shall be locked during periods of darkness and when the plant is unattended. A locked building in the fence line may satisfy this requirement or serve as a gate.

§290.45.Minimum Water System Capacity Requirements.

(a) General provisions.

(1) The requirements contained in this section are to be used in evaluating both the total capacities for public water systems and the capacities at individual pump stations and pressure planes which serve portions of the system that are hydraulically separated from, or incapable of being served by, other pump stations or pressure planes. The capacities specified in this section are minimum requirements only.

(2) The executive director will require additional supply, storage, service pumping, and pressure maintenance facilities if a normal operating pressure of 35 pounds per square inch (psi) cannot be maintained throughout the system, or if the system's maximum daily demand exceeds its total production and treatment capacity. The executive director will also require additional capacities if the system is unable to maintain a minimum pressure of 20 psi during fire fighting, line flushing, and other unusual conditions.

(3) The executive director may establish additional capacity requirements for a public water system using the method of calculation described in subsection (g)(2) of this section if there are repeated customer complaints regarding inadequate pressure or if the executive director receives a request for a capacity evaluation from customers of the system.

(4) Throughout this section, total storage capacity does not include pressure tank capacity.

(5) The executive director may exclude the capacity of facilities that have been inoperative for the past 120 days and will not be returned to an operative condition within the next 30 days when determining compliance with the requirements of this section.

(6) The capacity of the treatment facilities shall not be less than the required raw water or groundwater production rate or the anticipated maximum daily demand of the system.

(b) Community water systems.

(1) Groundwater supplies must meet the following requirements.

(A) If fewer than 50 connections without ground storage, the system must meet the following requirements:

(i) a well capacity of 1.5 gallons per minute (gpm) per connection; and

(ii) a pressure tank capacity of 50 gallons per connection.

(B) If fewer than 50 connections with ground storage, the system must meet the following requirements:

(i) a well capacity of 0.6 gpm per connection;

(ii) a total storage capacity of 200 gallons per connection;

(iii) two or more service pumps having a total capacity of 2.0 gpm per connection; and

(iv) a pressure tank capacity of 20 gallons per connection.

(C) For 50 to 250 connections, the system must meet the following requirements:

(i) a well capacity of 0.6 gpm per connection;

(ii) a total storage capacity of 200 gallons per connection;

(iii) two or more pumps having a total capacity of 2.0 gpm per connection at each pump station or pressure plane. For systems which provide an elevated storage capacity of 200 gallons per connection, two service pumps with a minimum combined capacity of 0.6 gpm per connection are required at each pump station or pressure plane. If only wells and elevated storage are provided, service pumps are not required; and

(iv) an elevated storage capacity of 100 gallons per connection or a pressure tank capacity of 20 gallons per connection.

(D) For more than 250 connections, the system must meet the following requirements:

(i) two or more wells having a total capacity of 0.6 gpm per connection. Where an interconnection is provided with another acceptable water system capable of supplying at least 0.35 gpm for each connection in the combined system under emergency conditions, an additional well will not be required as long as the 0.6 gpm per connection requirement is met for each system on an individual basis. Each water system must still meet the storage and pressure maintenance requirements on an individual basis unless the interconnection is permanently open. In this case, the systems' capacities will be rated as though a single system existed;

(ii) a total storage capacity of 200 gallons per connection;

(iii) two or more pumps that have a total capacity of 2.0 gpm per connection or that have a total capacity of at least 1,000 gpm and the ability to meet peak hourly demands with the largest pump out of service, whichever is less, at each pump station or pressure plane. For systems which provide an elevated storage capacity of 200 gallons per connection, two service pumps with a minimum combined capacity of 0.6 gpm per connection are required at each pump station or pressure plane. If only wells and elevated storage are provided, service pumps are not required;

(iv) an elevated storage capacity of 100 gallons per connection or a pressure tank capacity of 20 gallons per connection. If pressure tanks are used, a maximum capacity of 30,000 gallons is sufficient for up to 2,500 connections. An elevated storage capacity of 100 gallons per connection is required for systems with more than 2,500 connections. Alternate methods of pressure maintenance may be proposed and will be approved if the criteria contained in subsection (g)(5) of this section are met; and

(v) emergency power for systems which serve more than 250 connections and do not meet the elevated storage requirement. Sufficient emergency power must be provided to deliver a minimum of 0.35 gpm per connection to the distribution system in the event of the loss of normal power supply. Alternately, an emergency interconnection can be provided with another public water system that has emergency power and is able to supply at least 0.35 gpm for each connection in the combined system. Emergency power facilities in systems serving 1,000 connections or greater must be serviced and maintained in accordance with level 2 maintenance requirements contained in the current National Fire Protection Association (NFPA) 110 standards. Although not required, compliance with NFPA 110 standards is highly recommended for systems serving less than 1,000 connections. Logs of all emergency power use and maintenance must be maintained and kept on file for a period of not less than three years. These records must be made available, upon request, for executive director review.

(E) Mobile home parks with a density of eight or more units per acre and apartment complexes which supply fewer than 100 connections without ground storage must meet the following requirements:

(i) a well capacity of 1.0 gpm per connection; and

(ii) a pressure tank capacity of 50 gallons per connection with a maximum of 2,500 gallons required.

(F) Mobile home parks and apartment complexes which supply 100 connections or greater, or fewer than 100 connections and utilize ground storage must meet the following requirements:

(i) a well capacity of 0.6 gpm per connection. Systems with 250 or more connections must have either two wells or an approved interconnection which is capable of supplying at least 0.35 gpm for each connection in the combined system;

(ii) a total storage of 200 gallons per connection;

(iii) at least two service pumps with a total capacity of 2.0 gpm per connection; and

(iv) a pressure tank capacity of 20 gallons per connection.

(2) Surface water supplies must meet the following requirements:

(A) a raw water pump capacity of 0.6 gpm per connection with the largest pump out of service;

(B) a treatment plant capacity of 0.6 gpm per connection under normal rated design flow;

(C) transfer pumps (where applicable) with a capacity of 0.6 gpm per connection with the largest pump out of service;

(D) a covered clearwell storage capacity at the treatment plant of 50 gallons per connection or, for systems serving more than 250 connections, 5.0% of daily plant capacity;

(E) a total storage capacity of 200 gallons per connection;

(F) a service pump capacity that provides each pump station or pressure plane with two or more pumps that have a total capacity of 2.0 gpm per connection or that have a total capacity of at least 1,000 gpm and the ability to meet peak hourly demands with the largest pump out of service, whichever is less. For systems which provide an elevated storage capacity of 200 gallons per connection, two service pumps with a minimum combined capacity of 0.6 gpm per connection are required at each pump station or pressure plane;

(G) an elevated storage capacity of 100 gallons per connection or a pressure tank capacity of 20 gallons per connection. If pressure tanks are used, a maximum capacity of 30,000 gallons is sufficient for systems of up to 2,500 connections. An elevated storage capacity of 100 gallons per connection is required for systems with more than 2,500 connections. Alternate methods of pressure maintenance may be proposed and will be approved if the criteria contained in subsection (g)(5) of this section are met; and

(H) emergency power for systems which serve more than 250 connections and do not meet the elevated storage requirement. Sufficient emergency power must be provided to deliver a minimum of 0.35 gpm per connection to the distribution system in the event of the loss of normal power supply. Alternately, an emergency interconnection can be provided with another public water system that has emergency power and is able to supply at least 0.35 gpm for each connection in the combined system. Emergency power facilities in systems serving 1,000 connections or greater must be serviced and maintained in accordance with level 2 maintenance requirements contained in the current NFPA 110 standards. Although not required, compliance with NFPA 110 standards is highly recommended for systems serving less than 1,000 connections. Logs of all emergency power use and maintenance must be maintained and kept on file for a period of not less than three years. These records must be made available, upon request, for executive director review.

(c) Noncommunity water systems serving transient accommodation units. The following water capacity requirements apply to noncommunity water systems serving accommodation units such as hotel rooms, motel rooms, travel trailer spaces, campsites, and similar accommodations.

(1) Groundwater supplies must meet the following requirements.

(A) If fewer than 100 accommodation units without ground storage, the system must meet the following requirements:

(i) a well capacity of 1.0 gpm per unit; and

(ii) a pressure tank capacity of ten gallons per unit with a minimum of 220 gallons.

(B) For systems serving fewer than 100 accommodation units with ground storage or serving 100 or more accommodation units, the system must meet the following requirements:

(i) a well capacity of 0.6 gpm per unit;

(ii) a ground storage capacity of 35 gpm;

(iii) two or more service pumps which have a total capacity of 1.0 gpm per unit; and

(iv) a pressure tank capacity of ten gallons per unit.

(2) Surface water supplies, regardless of size, must meet the following requirements:

(A) a raw water pump capacity of 0.6 gpm per unit with the largest pump out of service;

(B) a treatment plant capacity of 0.6 gpm per unit;

(C) a transfer pump capacity (where applicable) of 0.6 gpm per unit with the largest pump out of service;

(D) a ground storage capacity of 35 gallons per unit with a minimum of 1,000 gallons as clearwell capacity;

(E) two or more service pumps with a total capacity of 1.0 gpm per unit; and

(F) a pressure tank capacity of ten gallons per unit with a minimum requirement of 220 gallons.

(d) Noncommunity water systems serving other than transient accommodation units.

(1) The following table is applicable to paragraphs (2) and (3) of this subsection and shall be used to determine the maximum daily demand for the various types of facilities listed.

Figure: 30 TAC §290.45(d)(1) (No change.)

(2) Groundwater supplies must meet the following requirements.

(A) Subject to the requirements of subparagraph (B) of this paragraph, if fewer than 300 persons per day are served, the system must meet the following requirements:

(i) a well capacity which meets or exceeds the maximum daily demand of the system during the hours of operation; and

(ii) a minimum pressure tank capacity of 220 gallons with additional capacity, if necessary, based on a sanitary survey conducted by the executive director.

(B) Systems which serve 300 or more persons per day or serve fewer than 300 persons per day and provide ground storage must meet the following requirements:

(i) a well capacity which meets or exceeds the maximum daily demand;

(ii) a ground storage capacity which is equal to 50% of the maximum daily demand;

(iii) if the maximum daily demand is less than 15 gpm, at least one service pump with a capacity of three times the maximum daily demand;

(iv) if the maximum daily demand is 15 gpm or more, at least two service pumps with a total capacity of three times the maximum daily demand; and

(v) a minimum pressure tank capacity of 220 gallons with additional capacity, if necessary, based on a sanitary survey conducted by the executive director.

(3) Each surface water supply or groundwater supply that is under the direct influence of surface water, regardless of size, must meet the following requirements:

(A) a raw water pump capacity which meets or exceeds the maximum daily demand of the system with the largest pump out of service;

(B) a treatment plant capacity which meets or exceeds the system's maximum daily demand;

(C) a transfer pump capacity (where applicable) sufficient to meet the maximum daily demand with the largest pump out of service;

(D) a clearwell capacity which is equal to 50% of the maximum daily demand;

(E) two or more service pumps with a total capacity of three times the maximum daily demand; and

(F) a minimum pressure tank capacity of 220 gallons with additional capacity, if necessary, based on a sanitary survey conducted by the executive director.

(e) Water wholesalers. The following additional requirements apply to systems which supply wholesale treated water to other public water supplies.

(1) All wholesalers must provide enough production, treatment, and service pumping capacity to meet or exceed the combined maximum daily commitments specified in their various contractual obligations.

(2) For wholesale water suppliers, minimum water system capacity requirements shall be determined by calculating the requirements based upon the number of retail customer service connections of that wholesale water supplier, if any, and adding that amount to the maximum amount of water obligated or pledged under all wholesale contracts.

(3) Emergency power is required for each portion of the system which supplies more than 250 connections under direct pressure and does not provide an elevated storage capacity of at least 100 gallons per connection. If emergency power is required, it must be sufficient to deliver 20% of the minimum required service pump capacity in the event of the loss of normal power supply. When the wholesaler provides water through an air gap into the purchaser's storage facilities it will be the purchaser's responsibility to meet all minimum water system capacity requirements including emergency power.

(f) Purchased water systems. The following requirements apply only to systems which purchase treated water to meet all or part of their production, storage, service pump, or pressure maintenance capacity requirements.

(1) The water purchase contract must be available to the executive director in order that production, storage, service pump, or pressure maintenance capacity may be properly evaluated. For purposes of this section, a contract may be defined as a signed written document of specific terms agreeable to the water purchaser and the water wholesaler, or in its absence, a memorandum or letter of understanding between the water purchaser and the water wholesaler.

(2) The contract shall authorize the purchase of enough water to meet the monthly or annual needs of the purchaser.

(3) The contract shall also establish the maximum rate at which water may be drafted on a daily and hourly basis. In the absence of specific maximum daily or maximum hourly rates in the contract, a uniform purchase rate for the contract period will be used.

(4) The maximum authorized daily purchase rate specified in the contract, or a uniform purchase rate in the absence of a specified daily purchase rate, plus the actual production capacity of the system must be at least 0.6 gpm per connection.

(5) For systems which purchase water under direct pressure, the maximum hourly purchase authorized by the contract plus the actual service pump capacity of the system must be at least 2.0 gpm per connection or provide at least 1,000 gpm and be able to meet peak hourly demands, whichever is less.

(6) The purchaser is responsible for meeting all production requirements. If additional capacity to meet increased demands cannot be attained from the wholesaler through a new or amended contract, additional capacity must be obtained from water purchase contracts with other entities, new wells, or surface water treatment facilities. However, if the water purchase contract prohibits the purchaser from securing water from sources other than the wholesaler, the wholesaler is responsible for meeting all production requirements.

(7) All other minimum capacity requirements specified in this section shall apply.

(g) Alternative capacity requirements. Public water systems may request approval to meet alternative capacity requirements in lieu of the minimum capacity requirements specified in this section. Any water system requesting to use an alternative capacity requirement must demonstrate to the satisfaction of the executive director that approving the request will not compromise the public health or result in a degradation of service or water quality. Alternative capacity requirements are unavailable for groundwater systems serving fewer than 50 connections without total storage as specified in subsection (b)(1) of this section or for noncommunity water systems as specified in subsections (c) and (d) of this section.

(1) Alternative capacity requirements for public water systems may be granted upon request to and approval by the executive director. The request to use an alternative capacity requirement must include:

(A) a detailed inventory of the major production, pressurization, and storage facilities utilized by the system;

(B) records kept by the water system that document the daily production of the system. The period reviewed shall not be less than three years. The applicant may not use a calculated peak daily demand;

(C) data acquired during the last drought period in the region, if required by the executive director;

(D) the actual number of active connections for each month during the three years of production data;

(E) description of any unusual demands on the system such as fire flows or major main breaks that will invalidate unusual peak demands experienced in the study period;

(F) any other relevant data needed to determine that the proposed alternative capacity requirement will provide at least 35 psi in the public water system except during line repair or during fire fighting when it cannot be less than 20 psi; and

(G) a copy of all data relied upon for making the proposed determination.

(2) Alternative capacity requirements for existing public water systems must be based upon the maximum daily demand for the system, unless the request is submitted by a licensed professional engineer in accordance with the requirements of paragraph (3) of this subsection. The maximum daily demand must be determined based upon the daily usage data contained in monthly operating reports for the system during a 36 consecutive month period. The 36 consecutive month period must end within 90 days of the date of submission to ensure the data is as current as possible.

(A) Maximum daily demand is the greatest number of gallons, including groundwater, surface water, and purchased water delivered by the system during any single day during the review period. Maximum daily demand excludes unusual demands on the system such as fire flows or major main breaks.

(B) For the purpose of calculating alternative capacity requirements, an equivalency ratio must be established. This equivalency ratio must be calculated by multiplying the maximum daily demand, expressed in gpm per connection, by a fixed safety factor and dividing the result by 0.6 gpm per connection. The safety factor shall be 1.15 unless it is documented that the existing system capacity is adequate for the next five years. In this case, the safety factor may be reduced to 1.05. The conditions in §291.93(3) of this title (relating to Adequacy of Water Utility Service) concerning the 85% rule shall continue to apply to public water systems that are also retail public utilities.

(C) To calculate the alternative capacity requirements, the equivalency ratio must be multiplied by the appropriate minimum capacity requirements specified in subsection (b) of this section. Standard rounding methods are used to round calculated alternative production capacity requirement values to the nearest one-hundredth.

(3) Alternative capacity requirements which are proposed and submitted by licensed professional engineers for review are subject to the following additional requirements.

(A) A signed and sealed statement by the licensed professional engineer must be provided which certifies that the proposed alternative capacity requirements have been determined in accordance with the requirements of this subsection.

(B) If the system is new or at least 36 consecutive months of data is not available, maximum daily demand may be based upon at least 36 consecutive months of data from a comparable public water system. A licensed professional engineer must certify that the data from another public water system is comparable based on consideration of the following factors: prevailing land use patterns (rural versus urban); number of connections; density of service populations; fire flow obligations; and socio- economic, climatic, geographic, and topographic considerations as well as other factors as may be relevant. The comparable public water system shall not exhibit any of the conditions listed in paragraph (6)(A) of this subsection.

(4) The executive director shall consider requests for alternative capacity requirements in accordance with the following requirements.

(A) For those requests submitted under the seal of a licensed professional engineer, the executive director must mail written acceptance or denial of the proposed alternative capacity requirements to the public water system within 90 days from the date of submission. If the executive director fails to mail written notification within 90 days, the alternative capacity requirements submitted by a licensed professional engineer automatically become the alternative capacity requirements for the public water system.

(B) If the executive director denies the request:

(i) the executive director shall mail written notice to the public water system identifying the specific reason or reasons for denial and allow 45 days for the public water system to respond to the reason(s) for denial;

(ii) the denial is final if no response from the public water system is received within 45 days of the written notice being mailed; and

(iii) the executive director must mail a final written approval or denial within 60 days from the receipt of any response timely submitted by the public water system.

(5) Although elevated storage is the preferred method of pressure maintenance for systems of over 2,500 connections, it is recognized that local conditions may dictate the use of alternate methods utilizing hydropneumatic tanks and on-site emergency power equipment. Alternative capacity requirements to the elevated storage requirements may be obtained based on request to and approval by the executive director. Special conditions apply to systems qualifying for an elevated storage alternative capacity requirement.

(A) The system must submit documentation sufficient to assure that the alternate method of pressure maintenance is capable of providing a safe and uninterrupted supply of water under pressure to the distribution system during all demand conditions.

(i) A signed and sealed statement by a licensed professional engineer must be provided which certifies that the pressure maintenance facilities are sized, designed, and capable of providing a minimum pressure of at least 35 psi at all points within the distribution network at flow rates of 1.5 gpm per connection or greater. In addition, the engineer must certify that the emergency power facilities are capable of providing the greater of the average daily demand or 0.35 gpm per connection while maintaining distribution pressures of at least 35 psi, and that emergency power facilities powering production and treatment facilities are capable of supplying at least 0.35 gpm per connection to storage.

(ii) The system's licensed professional engineer must conduct a hydraulic analysis of the system under peak conditions. This must include an analysis of the time lag between the loss of the normal power supply and the commencement of emergency power as well as the minimum pressure that will be maintained within the distribution system during this time lag. In no case shall this minimum pressure within the distribution system be less than 20 psi. The results of this analysis must be submitted to the executive director for review.

(iii) For existing systems, the system's licensed professional engineer must provide continuous pressure chart recordings of distribution pressures maintained during past power failures, if available. The period reviewed shall not be less than three years.

(B) Emergency power facilities must be maintained and provided with necessary appurtenances to assure immediate and dependable operation in case of normal power interruption.

(i) The facilities must be serviced and maintained in accordance with level 2 maintenance requirements contained in the current NFPA 110 standards and the manufacturers' recommendations.

(ii) The switching gear must be capable of bringing the emergency power generating equipment on- line during a power interruption such that the pressure in the distribution network does not fall below 20 psi at any time.

(iii) The minimum on-site fuel storage capacity shall be determined by the fuel demand of the emergency power facilities and the frequency of fuel delivery. An amount of fuel equal to that required to operate the facilities under-load for a period of at least eight hours must always be maintained on site.

(iv) Residential rated mufflers or other means of effective noise suppression must be provided on each emergency power motor.

(C) Battery-powered or uninterrupted power supply pressure monitors and chart recorders which are configured to activate immediately upon loss of normal power must be provided for pressure maintenance facilities. These records must be kept for a minimum of three years and made available for review by the executive director. Records must include chart recordings of all power interruptions including interruptions due to periodic emergency power under-load testing and maintenance.

(D) An emergency response plan must be submitted detailing procedures to be followed and individuals to be contacted in the event of loss of normal power supply.

(6) Any alternative capacity requirement granted under this subsection is subject to review and revocation or revision by the executive director. If permission to use an alternative capacity requirement is revoked, the public water system must meet the applicable minimum capacity requirements of this section.

(A) The following conditions, if attributable to the alternative capacity requirements, may constitute grounds for revocation or revision of established alternative capacity requirements or for denial of new requests, if the condition occurred within the last 36 months:

(i) documented pressure below 35 psi at any time not related to line repair, except during fire fighting when it cannot be less than 20 psi;

(ii) water outages due to high water usage;

(iii) mandatory water rationing due to high customer demand or overtaxed water production or supply facilities;

(iv) failure to meet a minimum capacity requirement or an established alternative capacity requirement;

(v) changes in water supply conditions or usage patterns which create a potential threat to public health; or

(vi) any other condition where the executive director finds that the alternative capacity requirement has compromised the public health or resulted in a degradation of service or water quality.

(B) If the executive director finds any of the conditions specified in subparagraph (A) of this paragraph, the process for revocation or revision of an alternative capacity requirement shall be as follows, unless the executive director finds that failure of the service or other threat to public health and safety is imminent under subparagraph (C) of this paragraph.

(i) The executive director must mail the public drinking water system written notice of the executive director's intent to revoke or revise an alternative capacity requirement identifying the specific reason(s) for the proposed action.

(ii) The public water system has 30 days from the date the written notice is mailed to respond to the proposed action.

(iii) The public water system has 30 days from the date the written notice is mailed to request a meeting with the agency's public drinking water program personnel to review the proposal. If requested, such a meeting must occur within 45 days of the date the written notice is mailed.

(iv) After considering any response from or after any requested meeting with the public drinking water system, the executive director must mail written notification to the public drinking water system of the executive director's final decision to continue, revoke, or revise an alternative capacity requirement identifying the specific reason(s) for the decision.

(C) If the executive director finds that failure of the service or other threat to public health and safety is imminent, the executive director may issue written notification of the executive director's final decision to revoke or revise an alternative capacity requirement at any time.

§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 the requirements of this subchapter 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 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 (1) of this subsection, the production, treatment, and distribution facilities at the public water system 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.

(1) 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.

(2) All public water systems that are subject to the provisions of this subsection shall meet the following requirements.

(A) 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.

(B) 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.

(C) Beginning January 1, 2004, public water systems using chlorine dioxide shall place the operation of the chlorine dioxide facilities under the direct supervision of a licensed operator who has a Class "C" or higher license.

(3) Systems that only purchase treated water shall meet the following requirements in addition to the requirements contained in paragraph (2) of this subsection.

(A) Purchased water systems serving no more than 250 connections must employ an operator who holds a Class "D" or higher license.

(B) Purchased water systems serving more than 250 connections, but no more than 1,000 connections, must employ an operator who holds a Class "C" or higher license.

(C) Purchased water systems serving more than 1,000 connections must employ at least two operators who hold a Class "C" or higher license and who each work at least 16 hours per month at the public water system's treatment or distribution facilities.

(4) Systems that treat groundwater and do not treat surface water or groundwater that is under the direct influence of surface water shall meet the following requirements in addition to the requirements contained in paragraph (2) of this subsection.

(A) Groundwater systems serving no more than 250 connections must employ an operator with a Class "D" or higher license.

(B) Groundwater systems serving more than 250 connections, but no more than 1,000 connections, must employ an operator with a Class "C" or higher groundwater license.

(C) Groundwater systems serving more than 1,000 connections must employ at least two operators who hold a Class "C" or higher groundwater license and who each work at least 16 hours per month at the public water system's production, treatment, or distribution facilities.

(5) Systems that treat groundwater that is under the direct influence of surface water must meet the following requirements in addition to the requirements contained in paragraph (2) of this subsection.

(A) Systems which serve no more than 1,000 connections and utilize cartridge or membrane filters must employ an operator who holds a Class "C" or higher groundwater license and has completed a four-hour training course on monitoring and reporting requirements or who holds a Class "C" or higher surface water license and has completed the Groundwater Production course.

(B) Systems which serve more than 1,000 connections and utilize cartridge or membrane filters must employ at least two operators who meet the requirements of subparagraph (A) of this paragraph and who each work at least 24 hours per month at the public water system's production, treatment, or distribution facilities.

(C) Systems which serve no more than 1,000 connections and utilize coagulant addition and direct filtration must employ an operator who holds a Class "C" or higher surface water license and has completed the Groundwater Production course or who holds a Class "C" or higher groundwater license and has completed a Surface Water Production course. Effective January 1, 2007, the public water system must employ at least one operator who has completed the Surface Water Unit I course and the Surface Water Unit II course.

(D) Systems which serve more than 1,000 connections and utilize coagulant addition and direct filtration must employ at least two operators who meet the requirements of subparagraph (C) of this paragraph and who each work at least 24 hours per month at the public water system's production, treatment, or distribution facilities. Effective January 1, 2007, the public water system must employ at least two operators who have completed the Surface Water Unit I course and the Surface Water Unit II course.

(E) Systems which utilize complete surface water treatment must comply with the requirements of paragraph (6) of this subsection.

(F) 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.

(6) Systems that treat surface water must meet the following requirements in addition to the requirements contained in paragraph (2) of this subsection.

(A) Surface water systems that serve no more than 1,000 connections must employ at least one operator who holds a Class "B" or higher surface water license. Part-time operators may be used to meet the requirements of this subparagraph if the operator is completely familiar with the design and operation of the plant and spends at least four consecutive hours at the plant at least once every 14 days and the system also employs an operator who holds a Class "C" or higher surface water license. Effective January 1, 2007, the public water system must employ at least one operator who has completed the Surface Water Unit I course and the Surface Water Unit II course.

(B) Surface water systems that serve more than 1,000 connections must employ at least two operators; one of the required operators must hold a Class "B" or higher surface water license and the other required operator must hold a Class "C" or higher surface water license. Each of the required operators must work at least 32 hours per month at the public water system's production, treatment, or distribution facilities. Effective January 1, 2007, the public water system must employ at least two operators who have completed the Surface Water Unit I course and the Surface Water Unit II course.

(C) 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.

(D) 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.

(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;

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

(vii) for systems that do not employ full-time operators to meet the requirements of subsection (e) of this section, a daily record or a monthly summary of the work performed and the number of hours worked by each of the part-time operators used to meet the requirements of subsection (e) of this section.

(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;

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

(iii) the Recycling Practices Report form and other records pertaining to site-specific recycle practices for treatment plants that recycle.

(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 ten 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 ten 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 routine reports and any additional documentation that the executive director may require to determine compliance with the requirements of this chapter.

(A) The reports must be submitted to the Texas Commission on Environmental Quality, 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 executive director. 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 1/2 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 executive director, 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. Dead-end lines and other mains shall be flushed as needed 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 treatment units, 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.

(6) Pumps, motors, valves, and other mechanical devices shall be maintained in good working condition.

(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 Utility Regulations). 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 under 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. Well meters required by §290.41(c)(3)(N) of this title shall be calibrated at least once every three years.

(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 manufacturer specifications at least once every 30 days.

(iv) The calibration of on-line pH meters shall be checked at least once each week with a primary standard 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.

(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 on-line 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 securely installed in compliance with a local or national electrical code.

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 January 30, 2004.

TRD-200400615

Stephanie Bergeron

Director, Environmental Law Division

Texas Commission on Environmental Quality

Effective date: February 19, 2004

Proposal publication date: August 8, 2003

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


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

30 TAC §§290.104, 290.106, 290.107, 290.111, 290.117, 290.121, 290.122

STATUTORY AUTHORITY

These amendments are adopted under Texas Water Code, §5.102, which establishes the commission's general authority necessary to carry out its jurisdiction; §5.103, which establishes the commission's general authority to adopt rules; §5.105, which establishes the commission's authority to set policy by rule; and Texas Health and Safety Code, §341.031, which allows the commission to adopt rules to implement the federal Safe Drinking Water Act, 42 United States Code, §§300f to 300j-26.

§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 and performance criteria 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 performance criteria.

(1) Treatment technique requirements. 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 Nephelometric Turbidity Unit (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 this paragraph and subparagraph (A) of this paragraph if the system serves fewer than 10,000 people and uses conventional media filters.

(i) The compliance date may not be extended beyond January 1, 2004.

(ii) During any extension that is granted, the system 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 and must meet the following turbidity requirements.

(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.

(2) Performance criteria for individual filters. The filtration techniques must ensure the public water system meets the following performance criteria.

(A) At a public water system that serves 10,000 people or more, 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) The turbidity from each individual filter should never exceed 1.0 NTU at a public water system that serves 10,000 people or more.

(C) Beginning January 1, 2005, the turbidity from each individual filter should never exceed 1.0 NTU at a public water system that serves fewer than 10,000 people.

(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.

(A) Beginning January 1, 2005, public water systems that serve fewer than 500 people and continuously monitor the turbidity level of each individual filter must measure and record the turbidity level of the combined filter effluent at least once each day that the plant is in operation.

(B) Beginning January 1, 2005, public water systems that serve fewer than 500 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under the provisions of §290.42(d)(11)(E)(ii) of this title shall continuously monitor the turbidity of the combined filter effluent and record the turbidity value every 15 minutes.

(C) Through December 31, 2004, public water systems that serve fewer than 500 people must measure and record the turbidity level of the combined filter effluent at least once each day that the plant is in operation.

(2) Public water systems that serve 500 people or more must monitor the turbidity of the combined filter effluent.

(A) Beginning January 1, 2005, public water systems that serve at least 500 people and continuously monitor the turbidity level of each individual filter must measure and record the turbidity level of the combined filter effluent at least every four hours that the system serves water to the public.

(B) Beginning January 1, 2005, public water systems that serve at least 500 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under the provisions of §290.42(d)(11)(E)(ii) of this title shall continuously monitor the turbidity of the combined filter effluent and record the turbidity value every 15 minutes.

(C) Through December 31, 2004, public water systems that serve at least 500 people must measure and record the turbidity level of the combined filter effluent at least every four hours that the water system serves water to the public.

(3) 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) Public water systems that serve fewer than 10,000 people must measure and record the filtered water turbidity level at the effluent of each individual filter.

(A) Beginning January 1, 2005, public water systems that serve fewer than 10,000 people and have individual filters that are equipped with on-line turbidimeters and recorders must continuously monitor the filtered water turbidity at the effluent of each individual filter and record the turbidity value every 15 minutes.

(B) Beginning January 1, 2005, public water systems that serve fewer than 10,000 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under the provisions of §290.42(d)(11)(E)(ii) of this title shall:

(i) continuously monitor the turbidity of the combined filter effluent and record the turbidity value every 15 minutes; and

(ii) measure and record the turbidity level at the effluent of each filter at least once each day the plant is in operation.

(C) Through December 31, 2004, public water systems that serve at least 500 people must measure and record the turbidity level of the combined filter effluent at least every four hours that the water system serves water to the public.

(5) Special monitoring requirements for systems that serve 10,000 people or more. Public water systems which serve 10,000 people or more and fail to meet the turbidity criteria specified in subsection (b)(2) 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)(2)(A) or (B) of this section for two consecutive 15-minute readings, the public water system must either identify the cause of the exceedance or produce a filter profile on the filter within seven days of the exceedance.

(B) Each time a filter exceeds the filtered turbidity level specified in subsection (b)(2)(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 third 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 first exceedance in the second month.

(6) Special monitoring requirements for systems that serve fewer than 10,000 people and have on-line turbidimeters at the effluent of individual filters. Beginning January 1, 2005, public water systems which serve fewer than 10,000 people and fail to meet the turbidity criteria specified in subsection (b)(2) 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 1.0 NTU for two consecutive 15-minute readings, the public water system must either identify the cause of the exceedance or complete a filter profile on the filter within seven days of the exceedance.

(B) Each time a filter exceeds 1.0 NTU 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 third 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 120 days of the first exceedance in the second month.

(7) Special monitoring requirements for systems that serve fewer than 10,000 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity. Beginning January 1, 2005, public water systems subject to the requirements of this paragraph that fail to meet the turbidity criteria in subsection (b)(1)(A) of this section must conduct additional monitoring. The executive director may waive these special monitoring requirements for systems that have a corrective action schedule approved by the executive director.

(A) Each time the combined filter effluent turbidity level exceeds 1.0 NTU for two consecutive 15- minute readings, the public water system must either identify the cause of the exceedance or complete a filter profile on the combined filter effluent within seven days of the exceedance.

(B) Each time the combined filter effluent turbidity level exceeds 1.0 NTU for two consecutive 15- minute reading on three separate occasions during any consecutive three-month period, the public water system must conduct a filter assessment on each filter within 14 days of the third exceedance.

(C) Each time the combined filter effluent turbidity level 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 120 days of the first exceedance in the second month.

(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) At systems that are required to monitor the performance of individual filters with on-line turbidimeters and recorders, 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, 2005, systems that serve fewer than 10,000 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under §290.42(d)(11)(E)(ii) of this title shall monitor the turbidity of the combined filter effluent with a continuous, on-line turbidimeter and a device that records the turbidity level reading at least once every 15 minutes.

(A) Continuous combined filter turbidity may be recorded electronically by a supervisory control and data acquisition system or on a strip chart. The recorder must be designed so that the operator can accurately determine the turbidity level readings at 15-minute intervals;

(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 14 working days following the failure of the equipment.

(4) 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 device that records the turbidity reading at least once every 15 minutes.

(A) Continuous individual filter turbidity may be recorded electronically by a supervisory control and data acquisition (SCADA) system or on a strip chart. The recorder must be designed so that the operator can accurately determine the turbidity readings at 15-minute intervals.

(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.

(5) Beginning January 1, 2005, systems serving fewer than 10,000 people must monitor the turbidity of the water produced by individual filters with a continuous, on-line turbidimeter and a device that records the turbidity reading at least once every 15 minutes, except for systems with only two filters that monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under §290.42(d)(11)(E)(ii) of this title.

(A) Individual filter turbidity may be recorded electronically by a SCADA system or on a strip chart. The recorder must be designed so that the operator can accurately determine the turbidity readings at 15-minute intervals.

(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 14 working days following the failure of the equipment.

(6) Beginning January 1, 2005, systems serving fewer than 10,000 people and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under §290.42(d)(11)(E)(ii) of this title must monitor the performance of individual filters using a bench-top turbidimeter.

(7) Through December 31, 2004, 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 (commission Form 0102C) each month.

(3) Beginning January 1, 2005, public water systems that use surface water sources or groundwater sources under the direct influence of surface water, serve fewer than 10,000 people, and monitor combined filter effluent turbidity in lieu of individual filter effluent turbidity under §290.42(d)(11)(E)(ii) of this title must submit a Monthly Operating Report plus Addendum for Surface Water Treatment Plants (commission Form 0102D) each month.

(4) Public water systems that must complete the additional monitoring required by subsection (c)(5)(A), (6)(A), or (7)(B) 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.

(5) Public water systems that must complete the additional monitoring required by subsection (c)(5)(B), (6)(B), or (7)(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.

(6) Public water systems that must complete the additional monitoring required by subsection (c)(5)(C), (6)(C), or (7)(C) of this section must submit a Comprehensive Performance Evaluation Request Form (commission Form 10278) with their Monthly Operating Report for Surface Water Treatment Plants.

(7) Periodic reports required by this section must be submitted to the Texas Commission on Environmental Quality, 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) A public water system that fails to submit the reports required by subsection (e)(4) - (6) 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) A public water system that violates the requirements of subsection (b)(1) of this section commits a treatment technique violation.

(6) A system that fails to correct the performance-limiting factors identified in a CPE conducted under the requirements of subsection (c)(5)(C), (6)(C), or (7)(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) 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.

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 January 30, 2004.

TRD-200400616

Stephanie Bergeron

Director, Environmental Law Division

Texas Commission on Environmental Quality

Effective date: February 19, 2004

Proposal publication date: August 8, 2003

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