PART 1. RAILROAD COMMISSION OF TEXAS
CHAPTER 8. PIPELINE SAFETY REGULATIONS
SUBCHAPTER C. REQUIREMENTS FOR NATURAL GAS PIPELINES ONLY
The Railroad Commission of Texas (Commission) adopts new §§8.206 - 8.208, relating to Risk-Based Leak Survey Program, Leak Grading and Repair, and Mandatory Removal and Replacement Program, with changes from the versions published in the December 7, 2007, issue of the Texas Register (32 TexReg 8993). The adopted rules require Texas gas distribution companies to establish a risk-based schedule of increased leak inspections; standardize leak grading and repair time frames; and repair or remove and replace certain compression couplings due to leaks or serviceability. The rules are adopted to enhance the Commission's pipeline safety program. The Commission adopts a specific effective date of September 1, 2008, for these new rules.
Background on the Proposed Rules
The Commission's pipeline safety regulations in effect prior to this rulemaking contained two time frames for conducting leak surveys: once each calendar year not to exceed 15 months for areas identified as business districts, and once every five years for those areas outside of business districts. Based on the Commission's success with risk modeling for pipeline integrity management, the Commission proposed to adopt a risk-based leak inspection program to more adequately address the pipelines that potentially pose the greatest risk of leaking. As proposed, operators would create a risk model using five risk factors relating to the physical characteristics and environment of the pipeline segment. The factors included pipe location, nature of the pipe system, the history of corrosion, environmental considerations regarding gas migration, and other factors including weather, construction activity, and operator judgment. Based on a risk ranking from high to low, operators of gas distribution systems would schedule leak inspections for a given pipeline segment at a time interval appropriate to address the identified risk.
The Commission proposed a slightly revised version of the Gas Piping Technology Committee (GPTC) standards in ANSI Z380.1. Under the standards developed by the GPTC, identified leaks are graded by their degree of hazard. The GPTC, formerly known as the Gas Piping Standards Committee, is an ANSI Accredited Standards Committee (ASC) designated as GPTC/Z380 which maintains and develops ANSI Z380.1, Guide for Gas Transmission and Distribution Systems (Guide), first issued in 1970. GPTC members include persons with expertise from the natural gas transmission, distribution, and manufacturing fields, as well as from federal and state regulatory agencies. The GPTC has approximately 80 members, 40 of which have voting rights and are known as the Main Body. The Main Body is balanced in accordance with ANSI requirements under the following categories: gas transmission, gas distribution, manufacturing, regulatory, and the general interest. The GPTC is structured into three Divisions and has a number of standing task groups and sections that develop and approve guide material. Generally, leaks are classified as Grade 1, which is the most hazardous; Grade 2; or Grade 3, which is the least hazardous. Under the GPTC's guidelines, a Grade 1 leak represents an existing or probable hazard to persons or property and requires immediate action to eliminate the hazard and make repairs; Grade 2 leaks are non-hazardous at the time of detection, but are required to be scheduled for repair within a year; and Grade 3 leaks are non-hazardous at the time of detection and reasonably can be expected to remain non-hazardous. The GPTC does not set a time frame within which Grade 3 leaks must be repaired.
Under the Commission's proposal, Grade 1 leaks would still be required to be repaired immediately. The Commission proposed a more stringent time frame than the GPTC's for repair of Grade 2 and Grade 3 leaks, as follows: Grade 2 leaks would be re-evaluated monthly and repaired no later than six months from the date of detection; Grade 3 leaks would be re-evaluated once each calendar year, not to exceed 15 months and repaired no later than three years from detection.
Finally, the Commission proposed that for leaks identified on any compression coupling used to join steel pipe, each operator must either replace the leaking compression coupling or repair it using a sleeve welded over the compression coupling. For leaks identified on any compression coupling used to join plastic pipe, each operator must replace the leaking compression coupling. For any other compression coupling used to join plastic pipe that is exposed during operation and maintenance activities, each operator must determine whether the coupling is manufactured and designed to withstand pull-outs, and must replace those compression couplings used to join plastic pipe that the operator identifies as potentially susceptible to pull-outs. In addition, if an operator is unable to determine that a compression coupling was designed with two forms of resistance to pull-outs, the operator must replace the coupling. Each gas distribution operator would be required to remove and replace any and all compression couplings at presently known service riser installations if they are not manufactured and installed with secondary restraint and if they are not resistant to pull-outs. The removal and replacement of such compression couplings must be completed within two years of the effective date of the rule. A progress report is required at the end of each six-month period detailing the number of service riser installations checked, the condition of the coupling, and the total number of compression couplings replaced.
As early as 1997, the Commission introduced the concept of risk-based leakage surveys to the natural gas distribution operators in Texas. At the time the concept was developed, Safety Division staff met with operators of both large and small distribution systems in Texas to discuss the possibility of each operator creating a risk-based model, based on established risk factors, for scheduling and conducting leak surveys of their pipeline systems. The Safety Division staff recommended the use of the model as an alternative to a prescriptive based regulation to increase leak survey frequencies. Operators also were given the opportunity to work within the risk-based scheduling model in the ongoing program to comply with pipeline safety regulations. Safety Division staff had determined that conducting leakage surveys in some areas at five-year intervals was too infrequent. For example, the sample model discussed the need for more frequent leakage surveys in those systems that had been experiencing leaks in steel pipe installed prior to the requirement for cathodic protection. Staff also confirmed the five-year leakage survey period for new polyethylene lines installed below ground in areas that were not subject to third-party damage (identified in the model as the greatest risk for damage). One operator successfully adopted the model and began conducting leak surveys using the risk-based schedule.
In the December 7, 2007, proposed rulemaking published in the Texas Register , the Commission proposed to incorporate this risk model into the current requirements for natural gas distribution system for two reasons. The first reason was the changes in the operations of gas distribution systems in Texas. The Commission identified those risks that affect the continued safe operation of pipelines. By adopting this model as the minimum standard, each operator could apply the risk factors to its pipeline system or segments within its system to determine if more frequent leak surveys are warranted for enhanced safety.
The second reason was to reduce the number of leaks that may have been leaking over an extended period of time. For example, if a leakage survey is conducted on an annual basis and a Grade 2 or Grade 3 leak is identified, the leak would be repaired within six months to 36 months. If the leak survey frequency remains at the minimum five-year interval, the leak could remain unrepaired for that entire period of time. This change in the survey frequency, coupled with the shorter deadlines for making leak repairs, would mean that more leaks will be repaired sooner.
Additionally, the leak survey model proposed in §8.206 would go hand-in-hand with the distribution integrity management rules being developed by the federal Office of Pipeline Safety. Leak survey, leak monitoring, and leak repair are very important factors in the integrity assessment and management of pipeline systems. The implementation of a risk model and consistent leak grading and repair procedures at the distribution system level would allow Texas operators to assess the overall integrity of their systems and manage them according to the federal requirements.
The proposed leak grading and repair model in §8.207 would provide a consistent application of what a "graded" leak is in Texas. For many years, operators throughout Texas (and the United States) have used different standards to characterize the severity of leaks. The Commission proposed the adoption of what is widely considered to be a national standard, developed through consensus as part of the work of the GPTC. The proposed rule used the guidelines for determining whether a leak is a Grade 1, Grade 2, or Grade 3 and then established time frames for repair. The Commission proposed shorter times for repairing Grade 2 and Grade 3 leaks than recommended in the GPTC guide to reduce the overall number of unrepaired leaks in Texas. Data collected from annual reports filed at the Commission show that while the number of leaks repaired by operators each year grows, so also does the number of leaks scheduled for repair. Clearly, the current leakage survey frequencies and repair deadlines do not allow Texas gas distribution system operators to maintain an acceptable level of system integrity. Applying consistent standards for the grading of leaks across Texas will allow both regulators and operators to "speak the same language" when it comes to finding and fixing leaks.
As proposed, new §8.208 would have required the removal and replacement of certain compression couplings. In 2007, the Commission investigated several incidents involving compression couplings. Through these investigations, the staff concluded that there may be performance issues with certain types of compression couplings. The Commission took a significant step in October 2007 by requiring all operators that find a leaking compression coupling either to replace it or repair it by welding a protective sleeve over it. The Commission also required the replacement of mechanical couplings, identified in the process of making a leak repair, that may be susceptible to pull-out forces. While the Commission did not conclude that all compression couplings manufactured before 1980 are susceptible to pull-outs, the Commission identified certain couplings that have experienced leaks. These couplings may already be subject to a replacement program; the proposed new rule would have established a two-year deadline for the replacement of those compression couplings already identified by the operator as part of its replacement program.
Compression Couplings Survey and Directives
Beginning in April, 2007, the Commission investigated three incidents involving mechanical type compression couplings. While the leading cause of pipeline incidents in Texas is third party damage (77%), recent incidents involving compression couplings raised the Commission's level of concern. Each of the incidents involved different type couplings with different operational characteristics, yet they all involved compression-type couplings that were installed more than twenty years ago. The investigation by the Commission's Safety Division staff into the cause of these incidents resulted in a specialized review of the installation of couplings in Texas. Of specific concern is the continued safe operation of natural gas distribution systems that use compression-type couplings. In an effort to determine the scope of the issue, the Safety Division initiated a study into the use of compression couplings in natural gas distribution systems in Texas. The study involved communication by the staff with natural gas distribution operators, the National Transportation Safety Board (NTSB), the Pipeline and Hazardous Materials Safety Administration (PHMSA), as well as other state and federal safety representatives. The goal of the study was to determine the root cause or causes of these three incidents and to review the operational history of the use of couplings to allow the staff to determine the appropriate actions to resolve the issues. The results of the report were presented to the Commission in open meeting on February 12, 2008; the complete study report is posted on the Commission's web site.
During the pendency of the study, the Commission adopted two directives regarding the use of compression-type couplings. On October 9, 2007, as an interim action, the Commission issued a directive to natural gas distribution operators regarding the use of compression-type couplings. The directive required repair or replacement of all compression-type couplings installed on steel pipeline systems where leaks are found at the compression coupling. The repair would consist of a sleeve welded over the compression coupling. A second provision applied to compression couplings installed on plastic pipe. In these instances, any leak on a compression coupling involving plastic pipe would require the replacement of the compression coupling. In addition, if any compression coupling is exposed and it cannot be determined that the compression coupling was designed with two forms of resistance to pullouts, the coupling must be replaced.
On November 6, 2007, the Commission adopted a directive that addressed the removal and replacement of compression couplings at known service riser installations. The Commission required all natural gas operators to remove all compression couplings at presently known service riser installations if the couplings are not manufactured and installed with secondary restraint or are not resistant to pull outs.
As a follow up to the February 12, 2008, presentation of the results of the study on compression couplings, in open meeting on February 26, 2008, the Commission approved the items listed as part of the Path Forward in Section XII of the study report. This section contains six items dealing with the installation, removal, and maintenance of compression couplings as well as initiatives for data collection and analysis of the data collected. The Commission approved:
(1) amending the directive issued on October 9, 2007, to specifically require that all compression couplings two inches and under be ASTM (American Society for Testing and Materials) D2513 Category 1 only. The Category 1 designation replaces the description that the coupling be resistant to pullout. This change requires that any time a compression coupling is installed to join plastic pipe, it must be designated as a Category 1 type fitting. Any time a coupling is exposed, if the operator cannot confirm that the fitting is in fact a Category 1 fitting, the fitting must be replaced with a Category 1 fitting;
(2) requiring that for pipe larger than two inches, the fitting be designated as a Category 1 or a Category 3 fitting;
(3) continuing the requirement to repair or replace leaking compression couplings used to join steel pipe, and requiring that any time a coupling used to join steel pipe is exposed, if the coupling was installed prior to 1980, the fitting must also be replaced;
(4) modifying the form used in the July 2007 questionnaire that required information on failed compression couplings to require that the information be filed with the Commission as a part of the semi-annual leak repair data. This also requires a change to the proposed new Form PS-95 to capture the data specific to compression coupling model and manufacturer;
(5) conducting annual meetings with the industry to evaluate and review the leak repair reports and the annual incidents to determine if there are any trends or concerns regarding pipeline systems. The meeting will include a discussion of events within the industry, trends or characterization of the leaks repaired during the year as well as the number of leaks scheduled for repair at the end of each year. The most important portion of the meeting will be a discussion of the incidents that occurred over the prior 12 months. The discussion will include a presentation by each operator of its incidents with its findings as required as part of 49 CFR §192.617. These discussions will assist the Commission staff in determining if new rules are needed to address any problem areas or omissions in the pipeline safety regulations; and
(6) continuing to participate on the PPAHC subcommittee and follow the projects under way with the group, one of which is a survey related to repair/replacement programs throughout the country. The survey has been circulated amongst the National Association of Pipeline Safety Representatives (NAPSR) membership. The group met the first week of March 2008.
Discussion of Comments and Changes Adopted in this Rulemaking
The Commission conducted a public workshop on January 8, 2008, to discuss the rule proposal and receive comments. The 60-day comment period for the rule proposal concluded on February 5, 2008. The Commission received 13 comments on the proposal from the American Gas Association; the American Public Gas Association; Atmos Cities Steering Committee; Atmos Energy Corporation; CenterPoint Energy Arkla and CenterPoint Energy Entex; City of San Antonio-City Public Service; Continental Industries (David Jordan); CoServ Gas, Ltd.; Dresser Piping Specialties (Anthony Reese); Texas Gas Association; Texas Gas Service; West Texas Gas, Inc.; and one individual.
The American Gas Association (AGA), a national association representing 200 local natural gas utility companies, commented on four areas. First, AGA suggested that the Commission separate its regulatory actions on leakage surveys from the issue of compression couplings, citing significant differences in the motivation and proposed solutions to address the repair and replacement of mechanical couplings versus the proposed risk-based leak surveys. AGA noted that the Commission's proposed actions for couplings appear to be narrowly tailored for effective implementation by operators, while the leak survey proposal is very complicated and may be inconsistent with the long-term goals of the Department of Transportation's pipeline safety program. The Commission disagrees with this comment. The repair or replacement of mechanical couplings is a subset of a larger problem--unrepaired leaks on pipeline systems--both of which should be addressed on a comprehensive basis. If the Commission's rules prove to be incompatible with rules that may be (but have not yet been) adopted at the federal level, the Commission can initiate a rulemaking to address that issue.
Second, AGA asserted that the Commission should delay its leakage survey rule to better understand and align its regulation with the federal distribution integrity management (DIMP) regulation. While the preamble states that the Commission seeks to make its proposed rule consistent with federal DIMP regulations, AGA does not believe the proposal as written will accomplish that goal. The Commission disagrees with this comment. There is no benefit to the health, safety, and welfare of the public in Texas in waiting for action that may be (but have not yet been) taken at the federal level. The Commission is aware of some problems on some natural gas distribution systems in Texas now and is taking steps to address these issues now rather than waiting for a rulemaking at the federal level.
Third, AGA commented that the structure for the risk-based leak surveys seems overly complicated to achieve its intended results. For instance, the new grading system for Grade 2 leaks appears to have 11 to 14 criteria to analyze, as well as more record-keeping for the other classes of leaks, reclassifications requirements, mandatory repair schedules, and mandatory repeat inspections. The Commission can simplify the process by requesting that operators reduce their leak backlog inventory and letting the operator decide if the enhancements will be accomplished with additional manpower, replacement projects, or other methods. The Commission agrees in part and disagrees in part with this comment. The Commission disagrees that simply requesting that operators reduce their leak backlog inventory is sufficient regulatory action; the Commission also seeks to establish a more consistent categorization of leaks. The Commission agrees that the Grade 2 leak criteria, as proposed, were too complicated to be of practical value, and has made clarifying and simplifying changes in the adopted new §8.207.
Finally, AGA agreed with much of the regulatory approach proposed by the Commission to address mechanical couplings. The performance of couplings depends upon the design, fabrication, installation, and external factors. Operators are in the best position to assess these unique factors and resolve them with their regulators. AGA is not aware of any information showing there is a systemic problem with pre-1980 mechanical couplings. The Commission generally agrees with this statement, but also notes that as adopted, the new rules incorporate the Commission's directives, the "Path Forward" items approved February 26, 2008, and clarifying wording to aid operators in meeting the standards.
With regard to mechanical couplings, AGA expressed support for the Commission's approach to address the performance of these couplings. AGA stated that the rules should use language from the national consensus standards to the maximum extent possible, such as referring to ASTM D2513. AGA stated that the Commission should limit the application of §8.208 to known service riser installations where the mechanical coupling does not meet the requirements of ASTM D2513. The Commission agrees with this comment and has adopted new §8.208 with clarifying changes to refer to ASTM D2513 for the categories of compression couplings.
Regarding §8.208(b), AGA stated that the intent of the wording is to replace or make permanent repairs, so rather than limiting the repairs to welded sleeves, the Commission should change the language to require permanent repairs. The Commission disagrees with this comment, but had added clarifying wording to subsection (b) that limits its application to underground compression couplings used to mechanically join steel pipe. In addition, the Commission has added a new subsection (c) that provides that for any other compression coupling used to mechanically join steel pipe that is exposed during operation and maintenance activities, each operator must repair or replace the coupling unless the operator can determine that the coupling was installed after 1980.
In proposed §8.208(c) (adopted as subsection (d)), AGA commented that the Commission is correct to prohibit the repair of couplings used to join plastic. The Commission agrees with this comment, but has also added clarifying wording that limits its application to underground compression couplings used to mechanically join plastic pipe and permits removal and/or replacement of the leaking compression coupling. In addition, the Commission has adopted new paragraphs in subsection (e) (proposed as subsection (d)) that prescribe additional standards for plastic pipe. New paragraph (1) provides that, for plastic pipe two inches or less in diameter, the operator must replace or remove such coupling unless the operator can determine that the coupling is designated as an ASTM D2513 Category 1 type fitting. Paragraph (2) states that, for plastic pipe greater than two inches in diameter, the operator must replace or remove the coupling unless the operator can determine that the coupling is designated as an ASTM D2513 Category 1 or Category 3 type fitting. The Commission has deleted provisions that required each operator to determine whether the coupling is manufactured and designed to withstand pull-outs, and to replace those compression couplings used to join plastic pipe that the operator identifies as potentially susceptible to pull-outs, and has replaced that language with references to the applicable ASTM category designations.
AGA noted that the proposed rules do not present data regarding the frequency of incidents involving mechanical couplings; AGA concluded that there are millions of mechanical couplings in service lines in Texas that are operating properly, and it is rare to have a failure that results in a DOT reportable incident. AGA stated its opinion that the Commission has ordered appropriate corrective actions for this specific subset of the pipeline system. The Commission agrees that the proposed rules do not present data regarding the frequency of accidents involving mechanical couplings, and finds that this is appropriate. A rule is a statement of policy or procedure; the proposal and adoption preambles are the proper locations for providing the factual underpinnings and the explanations of policy that justify a rule. The text of adopted rule §8.208 addresses the required remedial action for compression couplings.
AGA commented that the Commission should separate the regulation for mechanical couplings from the leakage survey rules. AGA observed that the Commission acted quickly to issue a directive to operators regarding mechanical couplings and that operators have taken corrective action. The leakage survey rules are more complicated and not as narrowly tailored as the coupling rule, so a delay is warranted. AGA states that the Commission's proposed rule isolates leakage surveys from other risks and is fundamentally inconsistent with what AGA anticipates will be the framework in the federal distribution integrity management plan proposed rules to be promulgated in April 2008. AGA presented some information regarding leaks in other states to show that a risk management program focused on seeking and repairing leaks does not address the root causes. The Commission disagrees because the intent of the risk-based leak survey program is to look at different types of pipe in different locations and operating conditions to evaluate the potential for leaks or other problems that may lead to leaks. The leak survey program is a part of the Commission's development of a more comprehensive distribution integrity management program.
AGA commented that if the Commission's reason for the proposed rule was to reduce the number of leaks that have been occurring over an extended period of time, that goal can be more effectively accomplished by having the Commission inform individual operators that they need to reduce their leak inventory and letting the operator decide what methods to use. The Commission disagrees that simply requesting that operators reduce their leak backlog inventory is sufficient regulatory action. Further, the Commission finds that there is no benefit to the health, safety, and welfare of the public in Texas in waiting for action that may be (but have not yet been) taken at the federal level. The Commission is aware of some problems on some natural gas distribution systems in Texas now and is taking steps to address these issues now rather than waiting for a rulemaking at the federal level.
Regarding §8.207, AGA acknowledged the Commission's right to modify federal pipeline safety regulations to meet the specific needs of Texas citizens and operators, and also acknowledged the importance of uniformity in pipeline safety. If the Commission decides not to wait for the federal DIMP proposal, AGA suggested that the Commission align §8.207 with the leak classification and action criteria in GPTC's Guide for Gas Transmission and Distribution Piping Systems. In particular, AGA states that the daily follow-up inspection of Grade 1 leaks in proposed §8.207(b)(3) is unnecessarily stringent. The Commission agrees with this comment and has removed subsection (b)(3) from the rule as adopted.
AGA also cited the requirement in §8.207(c) for repairing and reevaluating Grade 2 leaks within six months and reevaluating on a monthly basis as being more stringent than GPTC guidelines. The requirement in §8.207(d) to repair and re-evaluate intervals of Grade 3 leaks is also more stringent than GPTC guidelines and, according to AGA, not supported by statistical data. AGA stated that this section should follow the GPTC guidelines developed by the ANSI consensus standards process. The Commission agrees in part with this comment and recognizes that the proposal might have been confusing; therefore the adopted rule requires that all Grade 2 leaks be repaired within six months. The Commission finds that pipeline safety will be enhanced by requiring repair of Grade 2 leaks within six months rather than one year. The Commission also disagrees with the lack of a deadline in the GPTC standards for repair of Grade 3 leaks. Specifically, the Commission finds that adopting the GPTC standards could create an incentive for operators to classify more leaks as Grade 3, which does not have a deadline for repair and thus does not enhance pipeline safety.
The American Public Gas Association (APGA), a national association of 700 municipally and publicly owned distribution systems, also urged the Commission to delay the adoption of rules for leak survey and repair and to wait for the federal DIMP proposal expected later in 2008. APGA stated that complying with both the federal DIMP rule and a Texas-specific rule could pose a burden for Texas gas utilities, particularly the many small, municipally owned systems. The Commission disagrees with comments urging delay in adopting its rules for leak survey and repairs, which were not developed as part of an integrity assessment and management system for distribution operators, but rather as a program to provide more direction in conducting leak surveys and providing time frames for repairs of all leaks to reduce the growing backlog of unrepaired leaks in Texas. Further, the Commission anticipates that gas utilities will not need to comply with two different safety regulatory schemes; a gas utility that complies with the more stringent Texas rules will almost certainly be complying with any less stringent federal rules.
The Atmos Cities Steering Committee (ACSC), a coalition of more than 140 municipalities serviced by Atmos Energy Corp., Mid-Tex Division, was generally in support of the rulemaking. ACSC suggested the Commission include master-metered natural gas distribution systems as part of the rulemaking effort, whereas the proposal is strictly limited to natural gas distribution operators. ACSC asserts that master-metered systems often serve multiple customers in proximity to one another, such as an apartment complex, mobile home park, or university, thereby raising the issue of the impact on other from a leak, not unlike a densely populated central business district. The Commission disagrees with this recommended change because under 16 TAC §8.220, master meter operators are already required to conduct a leak survey every two years; if leaks are found, they are repaired at that time.
Second, ACSC questioned the Commission's limitation of the mandatory removal and replacement of compression couplings to "known" locations as specified in proposed §8.208(e) (adopted as subsection (f)). Lack of documentation by a utility is not a sufficient reason to limit the program. ACSC supports and urges the Commission to closely monitor the reporting requirements associated with the program to ensure diligent progress. ACSC further suggests that the risk-based inspection schedule developed by each utility should incorporate the identification and replacement of compression couplings other than those currently "known" to the utility. The Commission agrees in part with this comment. Based on the Commission's action at the February 26, 2008, open meeting in approving the six items from the "Path Forward" initiative, new §8.208 is adopted with changes that will increase the replacement of more compression couplings as they are found leaking, and with the more frequent leak surveys, leaking compression couplings will be found within a shorter time.
Atmos Energy Corporation (Atmos), a natural gas utility providing service to more than 1.8 million customers, suggested, similar to AGA's and APGA's comments with respect to §8.206, that the Commission delay the adoption pending the federal DOT's issuance of its integrity management rule. Atmos' rationale is based on the Commission's adoption of integrity management rules for transmission operators that was completed prior to DOT, which has resulted in additional testing for transmission pipelines in Texas. The Commission disagrees with this comment because of concerns that are specific to Texas regarding the number of unrepaired leaks and the current average length of time it takes to repair leaks. The Commission finds that the adopted rules will enhance the overall safety of pipelines in Texas and will enhance a distribution integrity management program.
Atmos suggested that, if the Commission determines to adopt a rule regarding risk based leak survey before federal action, its alternative would be a reasonable approach to such a program. The Commission agrees generally with this comment and has adopted §8.206 with the option for operators to elect either a risk-based or a prescriptive leak survey program, although the wording in the adopted rule is different from that proposed by Atmos.
Atmos also suggested a less prescriptive description of risk factors to be used in the development of such a program, commenting that because there are certain factors that must be considered along with multiple sub-factors, this is contrary to the underlying principle of integrity management. This principle recognizes that an operator has unique knowledge and experience with its own system and should be given broad latitude in developing risk and consequence factors. The Commission disagrees that the listing of multiple factors that should be considered in any way conflicts with or undermines the principles of integrity management. Further, the Commission adopts §8.206(b) with an option for operators to elect either a risk-based or a prescriptive leak survey program, and adopts §8.206(e) (proposed as subsection (f)) with changes that clarify that the minimum factors listed should be considered, not that they must be.
With respect to §8.207, Atmos agreed with the three-tiered approach to addressing leak grading (the timing of the repair, pre-repair monitoring, and post-repair monitoring) but recommended the Commission not adopt the GPTC's table in subsection (g) as part of this rulemaking to allow operators the flexibility for operator judgment in determining a leak grade. The Commission agrees that the flexibility Atmos seeks is desirable, but finds that it is already in this industry-accepted guide; the Commission disagrees with the comment to remove the table because it provides a ready reference to the factors used to determine a leak grade. However, the Commission has adopted the table with minor wording changes to make the table consistent with the rule text, and without the provision stating "a follow up leak investigation shall be conducted after the repair of each Grade 1 and Grade 2 leak to determine the effectiveness of the leak repair, as evidenced by a gas concentration reading of 0%" because post-repair inspections must be performed for all leak repairs, and the table is primarily intended to assist in the grading of leaks.
Atmos also stated that §8.207 should be clarified to provide that operator judgment is the controlling factor in categorizing a leak. For example, under the proposed rule, a leak in a gas-associated substructure with a reading of less than 80% LEL falls within the Commission's Grade 3 criteria. Depending upon the location of the leak and other site-specific factors, that leak could be a Grade 3, a Grade 2, or a Grade 1. Atmos concluded that the Commission's prescriptive parameters can lessen rather than enhance safety. The Commission disagrees with this comment. Categorizing a leak involves the application of informed judgment by experienced operators. Grade 2 leaks will necessarily be the most difficult to categorize precisely because the characteristics that define them do not fall at either extreme of the list of factors. The criteria in the rule are to be used as guidelines so that there is a somewhat more uniform classification of all leaks on all pipeline systems in Texas.
Also regarding §8.207, Atmos expressed concern with the requirement that repaired Grade 1 leaks must be monitored daily until there are three consecutive days of 0% gas readings; that repaired Grade 2 leaks must be monitored every 15 days until there are two consecutive 0% gas readings; and that Grade 3 leaks require no post-repair monitoring, regardless of any gas readings. Atmos states that there is no articulated rationale by the Commission for these time frames and monitoring requirements, nor does this approach acknowledge the fact that a repaired leak means the condition that led to the gas concentration no longer exists. The Commission agrees in part and disagrees in part with this comment. The post-repair monitoring is required to confirm that the repairs that were made did, in fact, remedy the leak. In some instances, there could be leaks from more than one location, and repair of one leak might not have remedied all the conditions that led to the gas concentration. The Commission does agree, however, that daily follow-up is not necessary and has adopted §8.207 without the post-repair monitoring provisions proposed in subsections (b)(3) and (c)(5). In place of those provisions, the Commission has added new paragraphs (1) and (2) in subsection (e), and redesignated proposed paragraphs (1) and (2) as (3) and (4) with no changes in wording. New paragraph (1) provides that a leak is considered to be effectively repaired when an operator obtains a gas concentration reading of 0%. New paragraph (2) provides that, for a repaired leak with a gas concentration reading greater than 0% at the time of repair, an operator must conduct a post-repair leak inspection within 30 days after the repair to determine whether the leak has been effectively repaired. If the second post-repair inspection shows a gas concentration reading greater than 0%, the operator must continue conducting post-repair leak inspections every 30 days until there is a gas concentration reading of 0%. If, after six inspections have been performed, there is not a gas concentration reading of 0%, then the operator must create a new leak report with a new leak grade determination.
Regarding §8.208, Atmos concurred with the proposed rule in principle, but requested that the Commission allow approved permanent repair methods for compression couplings on steel pipelines other than the welded sleeve method specified in subsection (b). Atmos also stated that references to the ASTM standards should be used in lieu of general descriptions of secondary restraint and pull-out resistance. Atmos did not provide examples of what other repair methods might be suitable, and the Commission is unaware of any other repair method that would permanently prohibit such a coupling from leaking. The Commission agrees with the comment regarding ASTM standards in the designation of compression couplings, and based on the Commission's February 26, 2008, approval of the six items from the "Path Forward" recommendations, the Commission adopts wording in subsection (b) with clarifying changes. The Commission also adopts a new subsection (c) that further clarifies the standards applicable to compression couplings on steel pipe. This new subsection requires each operator to repair or replace any compression coupling used to mechanically join steel pipe that is exposed during operation and maintenance activities unless the operator can determine the coupling was installed after 1980.
Last, Atmos suggested the Commission include language related to the recovery of costs attributable to compliance with the rule. The Commission disagrees with this comment; there is no need to add any language regarding cost recovery to these rules. The distribution utilities have long-established accounting protocols that provide an adequate template for recording expenditures related to their safety programs. Those utilities that are subject to Commission rules comply with 16 TAC §7.310, relating to System of Accounts, and use the Federal Energy Regulatory Commission's Uniform System of Accounts for all operating and reporting purposes. These utilities are well able to determine when they may need to seek a rate increase to recover known or reasonably anticipated and measurable expenses in their pipeline safety programs. In addition, these utilities would be able to use the interim rate adjustment mechanism for recovery of invested capital, as provided in Texas Utilities Code, §104.301, and 16 TAC §7.7101, relating to Interim Rate Adjustments, for interim periods between regular rate cases.
CenterPoint Energy Arkla and CenterPoint Energy Entex ("CenterPoint"), a natural gas utility serving nearly 1.5 million customers, questioned the Commission's statement in the preamble of the proposal that the anticipated public benefit would be enhancing safety and increasing awareness of natural gas distribution systems. CenterPoint commented that most accidents are not caused by unrepaired leaks and/or compression couplings, but by third-party damage, and referred to the Commission's adopted rules in Chapter 18 of this title (relating to Underground Pipeline Damage Prevention) as proof of this statement.
The Commission agrees that third party damage is the prevailing cause of pipeline incidents in Texas. These new rules were proposed to provide a greater level of safety to the systems operating in the State of Texas, not to reduce immediately the number of accidents, but to reduce the number of leaks that remain unrepaired for extended periods of time and that can contribute to the kinds of incidents that were the impetus for the Commission's survey and study of mechanical type compression couplings.
CenterPoint agreed with other commenters recommending that the Commission delay adoption of these rules until federal rules regarding integrity management are adopted. For the reasons stated in previous paragraphs, the Commission disagrees with this comment and declines to wait for the federal rulemaking. CenterPoint also suggested that the Commission more closely follow the GPTC guide for the post-repair monitoring of leaks; the Commission agrees in part with these comments and has made clarifying changes in the adopted rule, as addressed more specifically elsewhere in this preamble.
Specifically regarding §8.206, CenterPoint asserted that the Commission's cost estimates for leak surveys are much too low. Its experience has been that the average survey rate is one to two miles per day, not per hour, especially in urban areas. CenterPoint calculated that the rule will at least double its leak survey costs to at least $5 million over the entire system. Nevertheless, CenterPoint generally supports the use of risk-based integrity management systems because they represent a more efficient and effective methodology for managing safety threats. CenterPoint cited to the fact that 90% of the reportable incidents on its system are caused by third-party damage or outside forces. CenterPoint stated that the Commission's proposed §8.206 is potentially inconsistent with upcoming federal rules because it mandates operators include at least 26 different factors as part of the risk-based program. CenterPoint uses a software program to integrate known information on its system and segments, but it does not include all of the factors listed in the rule as proposed. CenterPoint stated that the factors listed in proposed §8.206(d) and (f) should be illustrative only, not mandatory, and preferred that the sub-factors in subsection (f) be eliminated.
The Commission disagrees that subsection (f) should be eliminated (it is adopted as subsection (e)), but agrees that the wording should be amended. As adopted, subsections (d) and (e) apply to operators electing to use a risk-based leak survey program, and the factors in subsection (e) are the recommended minimum for consideration; the language has been modified to change "shall" to "should."
With regard to §8.207, CenterPoint urged the use of the GPTC guidelines instead of the Commission making changes to those guidelines as in the proposed rule. CenterPoint is unaware of any reportable incidents on its system caused by previously graded leaks and estimates that this requirement would result in an increased cost of about $1.5 million with no apparent safety benefit. The Commission disagrees with this comment and finds that implementing a system for more uniformity in leak grading will allow Commission staff to identify trends or concerns regarding pipeline systems and to determine whether the pipeline safety regulations should be amended.
CenterPoint suggested that the Commission eliminate the two subgroups of Grade 2 leaks and require a six-month repair schedule for all Grade 2 leaks, which is more consistent with GPTC. CenterPoint also suggested that the Commission implement a more commonly used post-repair follow-up inspection procedure for Grade 1 and Grade 2 leaks, such as the GPTC one-month inspection standard for Grade 1 leaks. The Commission should not require repeated inspections once the concentration of gas in the soil reaches zero. CenterPoint also suggested that the Commission consider adopting a transition rule governing the application of the new rule to leaks pre-existing the effectiveness of the new rule. As an example, CenterPoint offered that the Commission could require that all pre-existing Grade 2 leaks must be repaired within 12 months of the effective date of the rule, and previously existing Grade 3 leaks should be reevaluated during the next scheduled survey until the leak is either cleared, repaired, or regraded. The Commission agrees in part and has changed the requirements for follow-up inspections in §8.207 as adopted without the post-repair monitoring provisions proposed in subsections (b)(3) and (c)(5). In place of those provisions, the Commission has added new paragraphs (1) and (2) in subsection (e), and redesignated proposed paragraphs (1) and (2) as (3) and (4) with no changes in wording. New paragraph (1) provides that a leak is considered to be effectively repaired when an operator obtains a gas concentration reading of 0%. New paragraph (2) provides that, for a repaired leak with a gas concentration reading greater than 0% at the time of repair, an operator must conduct a post-repair leak inspection within 30 days after the repair to determine whether the leak has been effectively repaired. If the second post-repair inspection shows a gas concentration reading greater than 0%, the operator must continue conducting post-repair leak inspections every 30 days until there is a gas concentration reading of 0%. If, after six inspections have been performed, there is not a gas concentration reading of 0%, then the operator must create a new leak report with a new leak grade determination.
CenterPoint requested clarification in §8.208, which includes the two 2007 Commission directives on the removal and replacement of compression couplings. CenterPoint noted that compression couplings, whether at the service riser or elsewhere, have not proved to be a significant threat on CenterPoint's system, and clarified that CenterPoint did not use any of the couplings that appear to be the focus of the new rules. CenterPoint stated that the Commission should clarify the rules to clearly distinguish among the three replacement programs, to better define the term "known service riser installation," and to refer to a recognized industry standard for thermoplastic couplings. CenterPoint is unaware of couplings that are manufactured with multiple restraint components, and requests that the term "known service riser installations" be better defined. The Commission agrees in part with these comments and has incorporated into adopted §8.208(e) (proposed as subsection (d)) and §8.208(f) the clarifying changes that the Commission adopted on February 26, 2008, with respect to the standards for couplings. The Commission also adopts §8.208 with clarifying changes in subsection (g) to provide a date certain for compliance (November 30, 2009) and in subsection (j) for filing progress reports.
CenterPoint also suggested that the Commission specify in the rule "the accounts to which LDCs should book the costs associated with the program." CenterPoint submitted that these costs should be considered capital costs since compression couplings are an integral part of the distribution plant of a gas utility, and requested that the Commission add a new subsection to §8.208 to read: "The costs incurred by a gas utility in complying with replacement or removal of compression couplings as required by this section shall be recorded into the appropriate distribution or transmission plant accounts according to the applicable system of accounts proscribed by the Commission." CenterPoint asserted that this wording would prevent any confusion over the treatment of the costs on a utility's books and insure that they are accurately treated for rate purposes. The Commission disagrees with this comment. As stated with respect to other similar comments, there is no need to add any language regarding cost recovery to these rules. The distribution utilities have long-established accounting protocols that provide an adequate template for recording expenditures related to their safety programs. Those utilities that are subject to Commission rules comply with 16 TAC §7.310, relating to System of Accounts, and use the Federal Energy Regulatory Commission's Uniform System of Accounts for all operating and reporting purposes. These utilities are well able to determine when they may need to seek a rate increase to recover known or reasonably anticipated and measurable expenses in their pipeline safety programs. In addition, these utilities would be able to use the interim rate adjustment mechanism for recovery of invested capital, as provided in Texas Utilities Code, §104.301, and 16 TAC §7.7101, relating to Interim Rate Adjustments, for interim periods between regular rate cases.
In general, CenterPoint stated, only 4.3% of its total underground leaks from November 2006 to October 2007 occurred from compression couplings. CenterPoint submitted that the costs for the removal and replacement program are significantly higher than stated in the proposal preamble. CenterPoint suggested that the Commission incorporate the ASTM D2513 industry standard in defining the type of couplings that must be removed and those that are otherwise acceptable, and that the Commission consider allowing other types of repairs of leaking steel couplings (such as encapsulation, which involves the application of polyurethane around the coupling, sealing both ends) instead of permitting only the use of a welded sleeve. The Commission agrees in part with this comment and has incorporated references to ASTM D2513 to clarify the required standard. The Commission disagrees, however, with permitting other types of repairs because the welded sleeve has proved to be a reliable remedy, and the Commission is unaware that other types of repair methods have been shown to be as reliable.
City Public Service of San Antonio (CPS), a municipal board of the City of San Antonio serving over 319,000 customers, commented, with respect to §8.206(b), that there is no evidence to suggest that current leak survey intervals are inadequate or have contributed to unsafe conditions. CPS asserted that leak survey costs resulting from this rule will increase substantially, estimating its own increase to be up to 40% of its current costs. CPS suggested allowing operators one-year, instead of the proposed six months, to develop a risk-based leak inspection program. Operators will need to update their operation and maintenance plans, other records and schedules, operator qualification programs, and other similar changes. The Commission disagrees with this suggestion and adopts §8.206(b) with a compliance deadline of six months as proposed. The Commission finds that this is reasonable, because by virtue of adopting the new rules with a September 1, 2008, effective date, operators will have an additional three months--for a total of nine--to develop their risk based leak inspection programs.
CPS also referred to the federal DIMP regulations and urged the Commission to delay adoption of its rules. As previously noted in the preamble, the Commission disagrees with any delay in adoption of these rules based on potential federal action.
In the alternative, CPS recommended that each gas distribution system operator update its risk-based leak inspection program every three years rather than the proposed rule wording stating within 30 days of a new segment being put into operation or a 10% increase in the number of unrepaired leaks. The Commission disagrees with this comment. The proposed rule already required an update every three years; the two exceptions were the addition of a new segment or an increase of 10% in the number of unrepaired leaks. In the event of a new segment of pipeline becoming operational, the new segment would need to be included in the routine survey plan, which, for operational efficiencies, might mean that it would be surveyed sooner than the third anniversary of its going into service. In the second event, an increase in the number of unrepaired leaks likely indicates there is a problem that needs more frequent attention.
With respect to proposed §8.206(f) (adopted as subsection (e)), CPS stated that the wording should be revised so that operators may consider a number of factors, such as those listed in subsection (f)(1) - (5), not that they shall consider all of those. The Commission agrees with these suggestions and, in addition to other changes in §8.206, has made changes in subsection (e) by replacing the word "shall" with "should," which will provide operators electing a risk-based leak survey program some flexibility in applying the rule.
Regarding §8.207, CPS asserted that the proposed leak grading and repair requirements would impose increased costs on operators, estimating that its costs would increase 89% to implement these provisions. CPS stated that there are no data to support the need for some of these procedures (for example, return trips after a Grade 1 leak has cleared and reads zero for three consecutive days is unnecessary and costly), and recommended that follow-up investigations be conducted within 30 days as allowed in the GPTC guidelines. For a Grade 2 leak, CPS recommended requiring repair within six months or sooner based on the operator's judgment. The Commission agrees in part and has changed the requirements for follow-up inspections in §8.207 as adopted, as explained in prior paragraphs in this preamble.
An individual commented regarding the wording in proposed §8.208(e) (adopted as subsection (f)), which says "Each operator must remove and replace all compression couplings at currently known service riser installations, identifiable by a meter number or street address, if they are not both: (1) manufactured and installed with secondary restraint; and (2) resistant to pull-outs." The commenter stated that this language differs from the November 2, 2007, directive from the Commission which requires "gas utility companies to seek out all known compression couplings and replace them immediately at known service riser installations if the couplings are not manufactured and installed with secondary restraint or are not resistant to pull-outs." The commenter asked for clarification on what is meant by "two forms" (of resistance to pull-outs, proposed in the first sentence of subsection (e)) and "secondary restraint." The Commission agrees that this wording should be clarified and has adopted this provision with references to ASTM D2513 to clarify the expected standard.
The Commission received two similar comments regarding the wording in §8.208(c), (d), and (e) (adopted as subsections (d), (e), and (f)). One individual had attended the January 8, 2008, workshop on the rule proposals, and agreed with the discussion there to change the wording in proposed subsections (d) and (e) (adopted as subsections (e) and (f)) to refer to Category 1 fittings as described by ASTM D2513. Another individual suggested that reference to 49 CFR Part 192, and specifically to §192.283(b), regarding procedures for installing proper joints, should be added to specify which couplings are accepted for use. The Commission agrees with comments regarding ASTM D2513 and has added that reference to §8.208(e) (in new paragraphs (1) and (2)), (f), and (h), and has added references to 49 CFR §192.283(b) and §192.273 in new subsection (i).
The Texas Gas Association (TGA), a statewide association of 90 natural gas distribution and transmission companies in Texas, expressed support for the Commission's efforts to increase the safety of workers around pipelines, as well as the general public, and commended the Commissions Pipeline Safety Division staff for the even-handed development of a difficult rule and for listening to the comments of various natural gas utilities. TGA offered wording changes which it said will protect the citizens of Texas in the most economical manner. CoServ Gas, Ltd. (CoServ), a local distribution company serving 59,000 customers, is a member of TGA and served on the TGA committee charged with reviewing and commenting on these rules. CoServ supported TGA's comments as submitted, and offered the identical wording changes. While TGA included specific suggestions for rule wording changes, it offered no explanation of why it supported the particular changes.
Specifically, TGA recommended changing the title of §8.206 from "Risk-Based Leak Inspection Program" to "Risk-Based Leak Survey Program." The Commission agrees with this recommendation and has made the change in the adopted rule.
TGA also recommended adding a prescriptive option in §8.206(b) for compliance with the risk-based leak survey similar to what the Commission adopted as part of the integrity management rule (in §8.101 of this title, relating to Pipeline Integrity Assessment and Management Plans for Natural Gas and Hazardous Liquids Pipelines). The Commission agrees with this suggestion and has made this recommended change because this approach has worked well for the pipeline integrity management program.
TGA recommended removing many of the provisions of the Gas Piping Technology Committee's (GPTC) guide proposed as part of §8.207.
The Commission does not agree with this comment because the rule as proposed provides sufficient flexibility for operators to use their expertise and judgment in determining a leak grade. In addition, the table provides a ready reference to the factors used to determine a leak grade. However, the Commission has adopted the table with minor wording changes to make the table consistent with the rule text, and without the provision stating "a follow up leak investigation shall be conducted after the repair of each Grade 1 and Grade 2 leak to determine the effectiveness of the leak repair, as evidenced by a gas concentration reading of 0%" because post-repair inspections must be performed for all leak repairs, and the table is primarily intended to assist in the grading of leaks.
TGA also requested that the Commission adopt a time frame for complying with the rules for those leaks identified prior to the adoption of the rules. The Commission agrees with this comment and has specified both an effective date and deadlines for compliance that are somewhat longer than initially proposed. The Commission adopts new language in §8.207(a) that establishes a deadline of six months of March 1, 2009, to repair Grade 2 Leaks, and of September 1, 2011, to repair Grade 3 leaks.
With respect to §8.208(e), TGA recommended that both ASTM Category 1 and Category 3 type compression couplings be accepted. Based on the Commission's approval of the six items from the "Path Forward" recommendations on February 26, 2008, only Category 1 will be accepted for pipe that is two inches or less in diameter, but both Category 1 and Category 3 are approved for pipe that is greater than two inches in diameter. As adopted, new §8.208 includes references to ASTM D2513 in subsections (e), (f), and (h).
Texas Gas Service (TGS), a natural gas utility operating in Texas, supports the concepts in the proposed new rules. With regard to §8.206, TGA also urged the Commission to wait until the federal DIMP regulations are promulgated; however, if the Commission goes forward with adoption of its rules, TGA supports the comments submitted by TGA, for all three proposed new rules. For the reasons set forth in response to other similar comments, urging the Commission to delay adoption of these proposed rules, the Commission disagrees with these comments.
With respect to §8.208, TGS recommended that the Commission clarify that the adopted rule replaces the directives issued by the Commission in 2007 concerning the removal and replacement of compression couplings. The Commission adopts new §8.208 with specific provisions that clarify and supersede the Commission's earlier directives regarding removal and replacement of compression couplings. Compliance with these rules will constitute compliance with the directives.
West Texas Gas, Inc. (WTG), a natural gas utility providing gas service to more than 21,000 customers, commented that the proposed rules will impose a greater cost to WTG and its employees as the rules for Texas will be different from those in the other states in which WTG operates. WTG also stated that the Commission's estimate for the costs to comply with §8.206 may be understated because the Commission has not promulgated a specific model or format. WTG does not have in-house personnel to conduct the surveys, and estimated that its costs to hire an outside party will be much greater than what was estimated. The Commission disagrees with this comment because of concerns that are specific to Texas regarding the number of unrepaired leaks and the current average length of time it takes to repair leaks. The Commission recognizes that its pipeline safety regulations are different, and often more stringent, from those in place in other states and at the federal level. The Commission proposed these rules to provide a greater level of safety to the systems operating in the State of Texas, not to reduce immediately the number of accidents, but to reduce the number of leaks that remain unrepaired for extended periods of time and that can contribute to the kinds of incidents that were the impetus for the Commission's survey and study of mechanical type compression couplings. Further, the Commission wants uniform safety practices for utilities operating in Texas. The Commission finds that the adopted rules will enhance the overall safety of pipelines in Texas and will enhance a distribution integrity management program.
Regarding §8.206(b), WTG asked what happens after an operator submits a risk-based determination of leak survey frequency to the Commission, i.e., whether the Commission must officially accept it or reject it. WTG stated that every operator will submit the plans on the same day and, unless an extension of time is granted, the Commission will be flooded with submittals. WTG suggested that some wording be added to the rule to explain what happens after the six-month deadline and perhaps to allow nine months for some small operators. The Commission agrees with this comment in part and, based on the September 1, 2008, effective date, finds that operators will effectively have nine months to develop and file their plans. In addition, the Commission has added language to §8.206(b) that clarifies the process following an operator's submission of its leak survey program plan.
Regarding §8.206(d)(1), WTG suggests that "new system" or "segment" needs to be better defined or some language added to identify a materiality threshold so that a reevaluation is not required every time a short pipeline lateral is installed. With respect to §8.206(d)(2), WTG pointed out how this would affect a system or segment that had reported zero leaks in previous surveys and then located a single leak regardless of severity in a current survey to demonstrate that the smaller a system, the more unrealistic a 10% threshold is. The Commission disagrees with this comment because leaks that occur suddenly are precisely what the Commission wants operators to pay attention to; such leaks can be an early indication of a more serious problem.
WTG recommended that §8.207 should stipulate that it applies to leaks discovered on "distribution" systems after the effective date of the rule, and that §8.207(b)(3) should state that immediate investigation of the leak repair is prudent, but the requirement to continue to probe the leak repair for three consecutive days after reaching a 0% reading is excessive and unnecessary. The Commission agrees with this comment and has amended the post-repair monitoring requirements as explained in prior paragraphs in this preamble.
Last, WTG commented that §8.208(e) and (f) are vague; the wording should apply only to couplings used on plastic pipe and only for those known service riser couplings known not to be designed with two forms of pull-out resistance. The Commission agrees with this comment and in the adopted rule has stated the requirements separately for each type of pipe and added references to the required ASTM D2513 standard.
Summary of Adopted Rules
The Commission adopts new §8.206 with a new title, "Risk-Based Leak Survey Program." New subsection (a) expressly states an effective date of September 1, 2008, for each operator of a gas distribution system that is subject to the requirements of 49 CFR Part 192.
New §8.206(b) provides that no later than March 1, 2009, each operator shall have completed and submitted to the Commission either a prescriptive or a risk-based program for leak surveys for its pipeline systems that complies with the requirements of this section. Such program requires a designation on a system by system basis or by segments within each system whether the operator has chosen to use the risk based leak survey program that complies with the requirements of subsections (c) through (f) of this section or the prescriptive leak survey program that complies with the requirements of subsection (g) of this section. Within 185 days after receipt of notice that an operator's plan is complete, the Commission will either notify the operator of the acceptance of the plan or will complete an evaluation of the plan to determine compliance with this section.
New §8.206(c) requires each operator to create a risk model on which to base its leak survey program to identify those systems or segments within systems that pose the greatest hazard and thus will be inspected for leaks more frequently. The risk model must identify risk factors and determine the degree of hazard associated with those risk factors. The operator must establish the leak survey frequency based on the degree of hazard for each system or segment within a system.
New §8.206(d) requires each operator periodically to re-evaluate each pipeline system or system segment and update its leak survey inspection program to address any changes that may be identified through the monitoring of the pipeline system in accordance with the requirements imposed by 49 CFR §192.613 (relating to Continuing Surveillance). Each operator must review its leak survey inspection program at least every three years and within 30 days of adding a new system or segment being put into operation or if, for any system or segment, there has been a ten percent increase in the number of leaks being upgraded or a ten percent increase in the number of unrepaired leaks.
New §8.206(e) states that, based on the particular circumstances and conditions, an increased frequency beyond that required by 49 CFR §192.723(b)(1) and (2) may be warranted. Surveys should be conducted more frequently in those areas with the greatest potential for leakage and where leakage could be expected to create a hazard. Each operator should consider the following factors in establishing an increased frequency of leakage surveys:
(1) pipe location, which means proximity to buildings or other structures and the type and use of the buildings and proximity to areas of concentrations of people;
(2) composition and nature of the piping system, which means the age of the pipe, materials, type of facilities, operating pressures, leak history records, and other studies;
(3) the corrosion history of the pipeline, which means known areas of significant corrosion or areas where corrosive environments are known to exist, cased crossings of roads, highways, railroads, or other similar locations where there is susceptibility to unique corrosive conditions;
(4) environmental factors that affect gas migration, which means conditions that could increase the potential for leakage or cause leaking gas to migrate to an area where it could create a hazard, such as extreme weather conditions or events (significant amounts or extended periods of rainfall, extended periods of drought, unusual or prolonged freezing weather, hurricanes, etc.), particular soil conditions, unstable soil or areas subject to earth movement, subsidence, or extensive growth of tree roots around pipeline facilities that can exert substantial longitudinal force on the pipe and nearby joints; and
(5) any other condition known to the operator that has significant potential to initiate a leak or to permit leaking gas to migrate to an area where it could result in a hazard, which could include construction activity near the pipeline, wall-to-wall pavement, trenchless excavation activities (e.g., boring), blasting, large earth-moving equipment, heavy traffic, increase in operating pressure, and other similar activities or conditions.
New §8.206(f) provides that the assignment of inspection priorities is based on the degree of hazard associated with the risk factors assigned to the pipeline system or segments within a system. The determination of leak survey frequency is determined by classifying each pipeline segment based on its degree of hazard associated with each risk factor. Each operator must establish its own risk ranking for pipeline segments to determine the frequency of leakage surveys. Based on a ranking from high to low, each operator must schedule leak inspections for a given pipeline system or segment within a system on a time interval necessary to address the risks. The time interval may range from quarterly to every five years.
New §8.206(g) requires that operators electing to use a prescriptive leak survey program must conduct leak surveys no less frequently than annually for all systems within a business district; every five years for non-business district polyethylene systems or segments within a system; every three years for all other non-business district cathodically protected steel systems or segments within a system; and every two years for all other non-business district systems or segments within a system.
The Commission adopts new §8.207, relating to Leak Grading and Repair, with an express statement of scope in subsection (a). Operators have until March 1, 2009, to repair Grade 2 leaks identified prior to September 1, 2008, and until September 1, 2011, to repair Grade 3 leaks identified prior to September 1, 2008. For all leaks reported on or after September 1, 2008, operators must comply with the requirements of new §8.207.
New §8.207(a)(1) declares that the purpose of the leak grading system is to determine the degree or extent of the potential hazard resulting from gas leakage and to prescribe remedial actions. Each operator must promptly respond to any notification of a gas leak or gas odor or any notification of damage to facilities by excavators or other outside sources.
New §8.207(a)(2) requires each operator to ensure that leak grading is made only by those individuals who possess training, experience, and knowledge in the field of leak classification and investigation, including extensive association with actual leakage work. The judgment of these individuals, based upon all pertinent information and a complete leakage investigation at the scene, must form the basis for the leak grade determination. Each operator must ensure that its leak detection equipment is properly calibrated.
New §8.207(b)(1) defines Grade 1 leaks. A Grade 1 leak is an existing or probable hazard to persons or property and requires the operator to take action immediately to eliminate the hazard and make repairs. A Grade 1 leak includes but is not limited to:
(1) any leak which, in the judgment of operating personnel at the scene, is regarded as an immediate hazard;
(2) escaping gas that has ignited;
(3) any indication of gas, which has migrated into or under a building, or into a tunnel;
(4) any reading at the outside wall of a building, or where gas would likely migrate to an outside wall of a building;
(5) any reading of 80% lower explosive limit (LEL) or greater in a confined space;
(6) any reading of 80% LEL or greater in small substructures, other than gas associated substructures, from which gas would likely migrate to the outside wall of a building; or
(7) any leak that can be seen, heard, or felt, and which is in a location that may endanger the general public or property.
New §8.207(b)(2) requires operators to take prompt action to eliminate the hazardous conditions with respect to a Grade 1 leak. The prompt action may require one or more of the following actions: implementing an emergency plan (49 CFR §192.615); evacuating premises; blocking off an area; rerouting traffic; eliminating sources of ignition; venting the area by removing manhole covers, barholing, installing vent holes, or other means; stopping the flow of gas by closing valves or other means; or notifying emergency responders.
New §8.207(c) pertains to Grade 2 leaks. A Grade 2 leak is non-hazardous at the time of detection, but requires the operator to schedule repair based on probable future hazard. A Grade 2 leak, because of its location and magnitude, can be scheduled for repair on a normal routine basis with periodic reinspection as necessary. Operators must re-evaluate every Grade 2 leak at least once every 30 days until the leak is repaired or cleared.
New §8.207(c)(2) requires operators to repair within six months of detection any leak:
(1) with a reading of 40% LEL, or greater, under a sidewalk in a wall-to-wall paved area that does not qualify as a Grade 1 leak;
(2) with a reading of 100% LEL, or greater, under a street in a wall-to-wall paved area that has significant gas migration and does not qualify as a Grade 1 Leak;
(3) with a reading less than 80% LEL in small substructures (other than gas associated substructures) from which gas would likely migrate creating a probable future hazard;
(4) with a reading between 20% LEL and 80% LEL in a confined space;
(5) with a reading on a pipeline operating at 30 percent SMYS, or greater, in a class 3 or 4 location, which does not qualify as a Grade 1 leak;
(6) with a reading of 80% LEL, or greater, in gas associated substructures; and
(7) which, in the judgment of operating personnel at the scene, is of sufficient magnitude to justify scheduled repair.
New §8.207(c)(3) states that Grade 2 leaks vary greatly in degree of potential hazard. Some Grade 2 leaks, when evaluated by the criteria in this subsection, may require a scheduled repair within the next five working days. Others will require repair within 30 days. In determining the repair priority, each operator shall consider criteria such as the amount and migration of gas; the proximity of gas to buildings and subsurface structures; the extent of pavement; and soil type and conditions, such as frost cap, moisture, and natural venting.
New §8.207(c)(4) requires operators to take action ahead of ground freezing or other adverse changes in venting conditions with respect to any leak which, under frozen or other adverse soil conditions, would likely allow gas to migrate to the outside wall of a building.
New §8.207(d) pertains to Grade 3 leaks. A Grade 3 leak is non-hazardous at the time of detection and can be reasonably expected to remain non-hazardous. Operators must repair a Grade 3 leak within 36 months of detection.
New §8.207(d)(2) requires operators to re-evaluate each Grade 3 leak during the next scheduled survey, or within 15 months of date reported, whichever occurs first, until the leak is either cleared, repaired or re-graded. A leak requiring re-evaluation at periodic intervals includes any reading of less than 80% LEL in small, gas-associated substructures; under a street in areas without wall-to-wall paving where it is unlikely the gas could migrate to the outside wall of a building; and of less than 20% LEL in a confined space.
New §8.207(e) concerns post-repair inspections. Paragraph (1) provides that a leak is considered to be effectively repaired when an operator obtains a gas concentration reading of 0%. Paragraph (2) provides that, for a repaired leak with a gas concentration reading greater than 0% at the time of repair, an operator must conduct a post-repair leak inspection within 30 days after the repair to determine whether the leak has been effectively repaired. If the second post-repair inspection shows a gas concentration reading greater than 0%, the operator must continue conducting post-repair leak inspections every 30 days until there is a gas concentration reading of 0%. If after six inspections have been performed the operator is unable to obtain a gas concentration reading of 0%, then the operator must create a new leak report with a new leak grade determination.
New §8.207(e)(3) provides that post-repair inspections are not required for leak repairs completed by the replacement or insertion of an entire length of pipe or service line, or for the repair of leakage caused by excavator or third-party damage, provided a complete re-evaluation of the leak area after completion of repairs verifies that no further indications of leakage exist.
New §8.207(e)(4) provides that remedial measures such as lubrication of valves or tightening of packing nuts on valves which seal leaks are considered to be routine maintenance work and do not require a post-repair inspection.
New §8.207(f) relates to upgrading. When an operator upgrades a leak to a higher grade, the time period for repair is the remaining time based on its original classification or the time allowed for repair under its new grade, whichever is less. This requirement does not apply to leaks that, at the time of discovery, an operator has classified at a lower grade pending a further, more complete investigation of the leak hazard area.
New §8.207(g) contains the table that provides a concise reference for leak grading and leak repair deadlines.
The Commission adopts new §8.208, which pertains to the mandatory removal and replacement program. New subsection (a) provides an express effective date of September 1, 2008, for each operator of a gas distribution system that is subject to the requirements of 49 CFR Part 192.
New §8.208(b) provides that for leaks identified on any underground compression coupling used to mechanically join steel pipe, operators must either replace the leaking compression coupling or repair it using a sleeve welded over the compression coupling.
New §8.208(c) requires operators to repair or replace any compression coupling used to mechanically join steel pipe that is exposed during operation and maintenance activities unless the operator can determine the coupling was installed after 1980.
New §8.208(d) provides that for leaks identified on any underground compression coupling used to mechanically join plastic pipe, operators must remove and/or replace the leaking compression coupling.
New §8.208(e) requires that for any other compression coupling used to join plastic pipe that is exposed during operation and maintenance activities, for plastic pipe two inches or less in diameter, operators must replace or remove such coupling unless the operator can determine that the coupling is designated as an ASTM D2513 Category 1 type fitting. For plastic pipe greater than two inches in diameter, operators must replace or remove such coupling unless the operator can determine that the coupling is designated as an ASTM D2513 Category 1 or Category 3 type fitting.
New §8.208(f) states that each operator must remove and replace all compression couplings at currently known service riser installations, identifiable by a meter number or a street address, if they are not manufactured and installed in accordance with ASTM D2513 for Category 1 fittings.
New §8.208(g) requires operators to complete the removal and replacement of such compression couplings by November 30, 2009.
New §8.208(h) requires that any coupling installed on plastic pipe after September 1, 2008, be designed to meet the requirements of ASTM D2513 Category 1.
New §8.208(i) requires that any coupling installed on steel pipe after September 1, 2008, be designed to meet the requirements of 49 CFR Part 192, §192.273.
New §8.208(j) provides that, beginning November 1, 2008, and every six months thereafter until all compression couplings on the operator's system subject to subsection (f) of this section have been removed and replaced, each operator must file with the Safety Division a progress report showing the number of service riser installations checked, the condition of the coupling, and the total number of compression couplings replaced for that reporting period.
The Commission adopts the new rules under Texas Natural Resources Code, §81.051 and §81.052, which give the Commission jurisdiction over all common carrier pipelines in Texas, persons owning or operating pipelines in Texas, and their pipelines and oil and gas wells, and authorize the Commission to adopt all necessary rules for governing and regulating persons and their operations under the jurisdiction of the Commission as set forth in §81.051, including such rules as the Commission may consider necessary and appropriate to implement state responsibility under any federal law or rules governing such persons and their operations; Texas Utilities Code, §§121.201 - 121.210, which authorize the Commission to adopt safety standards and practices applicable to the transportation of gas and to associated pipeline facilities within Texas to the maximum degree permissible under, and to take any other requisite action in accordance with, 49 United States Code Annotated, §§60101, et seq .; and 49 CFR Part 192, which establishes minimum safety standards for the transportation of natural and other gas by pipeline.
Texas Natural Resources Code, §81.051 and §81.052; Texas Utilities Code, §§121.201 - 121.211; 49 United States Code Annotated, §§60101, et seq.; and 49 CFR part 192 are affected by the adopted new rules.
Statutory authority: Texas Natural Resources Code, §81.051 and §81.052; Texas Utilities Code, §§121.201 - 121.211; and 49 United States Code Annotated, §§60101, et seq.
Cross-reference to statute: Texas Natural Resources Code, Chapter 81; Texas Utilities Code, Chapter 121; and 49 United States Code Annotated, Chapter 601.
Issued in Austin, Texas, on May 29, 2008.
§8.206.Risk-Based Leak Survey Program.
(a) Effective September 1, 2008, this section applies to each operator of a gas distribution system that is subject to the requirements of 49 CFR Part 192.
(b) No later than March 1, 2009, each operator shall have completed and submitted to the Commission either a prescriptive or a risk-based program for leak surveys for its pipeline systems that complies with the requirements of this section. Such program shall require a designation on a system by system basis or by segments within each system whether the operator has chosen to use the risk based leak survey program that complies with the requirements of subsections (c) through (f) of this section or the prescriptive leak survey program that complies with the requirements of subsection (g) of this section. Within 185 days after receipt of notice that an operator's plan is complete, the Commission shall either notify the operator of the acceptance of the plan or shall complete an evaluation of the plan to determine compliance with this section.
(c) Each operator shall create a risk model on which to base its leak survey program to identify those systems or segments within systems that pose the greatest hazard and thus will be inspected for leaks more frequently. The risk model shall identify risk factors and determine the degree of hazard associated with those risk factors. The operator shall establish the leak survey frequency based on the degree of hazard for each system or segment within a system.
(d) Each operator shall periodically re-evaluate each pipeline system or system segment and update its leak survey inspection program to address any changes that may be identified through the monitoring of the pipeline system in accordance with the requirements imposed by 49 CFR §192.613 (relating to Continuing Surveillance). Each operator shall review its leak survey inspection program at least every three years and within 30 days in the following circumstances:
(1) to add a new system or segment being put into operation; or
(2) if, for any system or segment, there has been a ten percent increase in the number of leaks being upgraded or a ten percent increase in the number of unrepaired leaks.
(e) Based on the particular circumstances and conditions, an increased frequency beyond that required by 49 CFR §192.723(b)(1) and (2), may be warranted. Surveys should be conducted more frequently in those areas with the greatest potential for leakage and where leakage could be expected to create a hazard. Each operator should consider the following factors in establishing an increased frequency of leakage surveys:
(1) pipe location, which means proximity to buildings or other structures and the type and use of the buildings and proximity to areas of concentrations of people;
(2) composition and nature of the piping system, which means the age of the pipe, materials, type of facilities, operating pressures, leak history records, and other studies;
(3) the corrosion history of the pipeline, which means known areas of significant corrosion or areas where corrosive environments are known to exist, cased crossings of roads, highways, railroads, or other similar locations where there is susceptibility to unique corrosive conditions;
(4) environmental factors that affect gas migration, which means conditions that could increase the potential for leakage or cause leaking gas to migrate to an area where it could create a hazard, such as extreme weather conditions or events (significant amounts or extended periods of rainfall, extended periods of drought, unusual or prolonged freezing weather, hurricanes, etc.), particular soil conditions, unstable soil or areas subject to earth movement, subsidence, or extensive growth of tree roots around pipeline facilities that can exert substantial longitudinal force on the pipe and nearby joints; and
(5) any other condition known to the operator that has significant potential to initiate a leak or to permit leaking gas to migrate to an area where it could result in a hazard, which could include construction activity near the pipeline, wall-to-wall pavement, trenchless excavation activities (e.g., boring), blasting, large earth-moving equipment, heavy traffic, increase in operating pressure, and other similar activities or conditions.
(f) The assignment of inspection priorities is based on the degree of hazard associated with the risk factors assigned to the pipeline system or segments within a system. The determination of leak survey frequency is determined by classifying each pipeline segment based on its degree of hazard associated with each risk factor. Each operator shall establish its own risk ranking for pipeline segments to determine the frequency of leakage surveys. Based on a ranking from high to low, each operator shall schedule leak inspections for a given pipeline system or segment within a system on a time interval necessary to address the risks. The time interval may range from quarterly to every five years.
(g) Operators electing to use a prescriptive leak survey program shall conduct leak surveys no less frequently than:
(1) annually for all systems within a business district;
(2) every five years for non-business district polyethylene systems or segments within a system;
(3) every three years for all other non-business district cathodically protected steel systems or segments within a system; and
(4) every two years for all other non-business district systems or segments within a system.
§8.207.Leak Grading and Repair.
(a) Purpose and qualifications. Operators shall have until March 1, 2009, to repair Grade 2 leaks identified prior to September 1, 2008, and shall have until September 1, 2011, to repair Grade 3 leaks identified prior to September 1, 2008. For all leaks reported on or after September 1, 2008, operators shall comply with the requirements of this section.
(1) The purpose of the leak grading system is to determine the degree or extent of the potential hazard resulting from gas leakage and to prescribe remedial actions. Each operator shall promptly respond to any notification of a gas leak or gas odor or any notification of damage to facilities by excavators or other outside sources.
(2) Each operator shall ensure that leak grading is made only by those individuals who possess training, experience, and knowledge in the field of leak classification and investigation, including extensive association with actual leakage work. The judgment of these individuals, based upon all pertinent information and a complete leakage investigation at the scene, shall form the basis for the leak grade determination. Each operator shall ensure that its leak detection equipment is properly calibrated.
(b) Grade 1 leaks.
(1) A Grade 1 leak is an existing or probable hazard to persons or property and requires the operator to take action immediately to eliminate the hazard and make repairs. A Grade 1 leak includes but is not limited to:
(A) any leak which, in the judgment of operating personnel at the scene, is regarded as an immediate hazard;
(B) escaping gas that has ignited;
(C) any indication of gas, which has migrated into or under a building, or into a tunnel;
(D) any reading at the outside wall of a building, or where gas would likely migrate to an outside wall of a building;
(E) any reading of 80% lower explosive limit (LEL) or greater in a confined space;
(F) any reading of 80% LEL or greater in small substructures, other than gas associated substructures, from which gas would likely migrate to the outside wall of a building; or
(G) any leak that can be seen, heard, or felt, and which is in a location that may endanger the general public or property.
(2) A Grade 1 leak requires that the operator take prompt action to eliminate the hazardous conditions. The prompt action may require one or more of the following:
(A) implementing an emergency plan (49 CFR §192.615);
(B) evacuating premises;
(C) blocking off an area;
(D) rerouting traffic;
(E) eliminating sources of ignition;
(F) venting the area by removing manhole covers, barholing, installing vent holes, or other means;
(G) stopping the flow of gas by closing valves or other means; or
(H) notifying emergency responders.
(c) Grade 2 leaks.
(1) A Grade 2 leak is non-hazardous at the time of detection, but requires the operator to schedule repair based on probable future hazard. A Grade 2 leak, because of its location and magnitude, can be scheduled for repair on a normal routine basis with periodic reinspection as necessary. Each operator shall re-evaluate every Grade 2 leak at least once every 30 days until repaired or cleared.
(2) Each operator shall repair within six months of detection any leak:
(A) with a reading of 40% LEL, or greater, under a sidewalk in a wall-to-wall paved area that does not qualify as a Grade 1 leak;
(B) with a reading of 100% LEL, or greater, under a street in a wall-to-wall paved area that has significant gas migration and does not qualify as a Grade 1 Leak;
(C) with a reading less than 80% LEL in small substructures (other than gas associated substructures) from which gas would likely migrate creating a probable future hazard;
(D) with a reading between 20% LEL and 80% LEL in a confined space;
(E) with a reading on a pipeline operating at 30 percent SMYS, or greater, in a class 3 or 4 location, which does not qualify as a Grade 1 leak;
(F) with a reading of 80% LEL, or greater, in gas associated substructures; and
(G) which, in the judgment of operating personnel at the scene, is of sufficient magnitude to justify scheduled repair.
(3) Grade 2 leaks vary greatly in degree of potential hazard. Some Grade 2 leaks, when evaluated by the criteria in this subsection, may require a scheduled repair within the next five working days. Others will require repair within 30 days. In determining the repair priority, each operator shall consider criteria such as the following:
(A) the amount and migration of gas;
(B) the proximity of gas to buildings and subsurface structures;
(C) the extent of pavement; and
(D) soil type and conditions, such as frost cap, moisture, and natural venting.
(4) Each operator shall take action ahead of ground freezing or other adverse changes in venting conditions with respect to any leak which, under frozen or other adverse soil conditions, would likely allow gas to migrate to the outside wall of a building.
(d) Grade 3 leaks.
(1) A Grade 3 leak is non-hazardous at the time of detection and reasonably can be expected to remain non-hazardous. Each operator shall repair a Grade 3 leak within 36 months of detection.
(2) Each operator shall re-evaluate each Grade 3 leak during the next scheduled survey, or within 15 months of date reported, whichever occurs first, until the leak is cleared, repaired, or re-graded. A leak requiring re-evaluation at periodic intervals includes any reading:
(A) of less than 80% LEL in small, gas-associated substructures;
(B) under a street in areas without wall-to-wall paving where it is unlikely the gas could migrate to the outside wall of a building; and
(C) of less than 20% LEL in a confined space.
(e) Post-repair inspections.
(1) A leak is considered to be effectively repaired when an operator obtains a gas concentration reading of 0%.
(2) For a repaired leak with a gas concentration reading greater than 0% at the time of repair, an operator shall conduct a post-repair leak inspection within 30 days after the repair to determine whether the leak has been effectively repaired. If the second post-repair inspection shows a gas concentration reading greater than 0%, the operator shall continue conducting post-repair leak inspections every 30 days until there is a gas concentration reading of 0%. If after six inspections have been performed the operator is unable to obtain a gas concentration reading of 0%, then the operator shall create a new leak report with a new leak grade determination.
(3) Post-repair inspections are not required for leak repairs completed by the replacement or insertion of an entire length of pipe or service line, or for the repair of leakage caused by excavator or third-party damage, provided a complete re-evaluation of the leak area after completion of repairs verifies that no further indications of leakage exist.
(4) Remedial measures such as lubrication of valves or tightening of packing nuts on valves which seal leaks are considered to be routine maintenance work and do not require a post-repair inspection.
(f) Upgrading. When an operator upgrades a leak to a higher grade, the time period for repair is the remaining time based on its original classification or the time allowed for repair under its new grade, whichever is less. This requirement does not apply to leaks that, at the time of discovery, an operator has classified at a lower grade pending a further, more complete investigation of the leak hazard area.
(g) Table. The following table provides a concise reference for leak grading and leak repair deadlines.
Figure: 16 TAC §8.207(g) (.pdf)
§8.208.Mandatory Removal and Replacement Program.
(a) Effective September 1, 2008, this section applies to each operator of a gas distribution system that is subject to the requirements of 49 CFR Part 192.
(b) For leaks identified on any underground compression coupling used to mechanically join steel pipe, each operator shall either replace the leaking compression coupling or repair it using a sleeve welded over the compression coupling.
(c) Each operator shall repair or replace any compression coupling used to mechanically join steel pipe that is exposed during operation and maintenance activities unless the operator can determine the coupling was installed after 1980.
(d) For leaks identified on any underground compression coupling used to mechanically join plastic pipe, each operator shall remove and/or replace the leaking compression coupling.
(e) For any other compression coupling used to join plastic pipe that is exposed during operation and maintenance activities, each operator shall:
(1) For plastic pipe two inches or less in diameter, replace or remove such coupling unless the operator can determine that the coupling is designated as an ASTM (American Society for Testing and Materials) D2513 Category 1 type fitting.
(2) For plastic pipe greater than two inches in diameter, replace or remove such coupling unless the operator can determine that the coupling is designated as an ASTM D2513 Category 1 or Category 3 type fitting.
(f) Each operator shall remove and replace all compression couplings at currently known service riser installations, identifiable by a meter number or a street address, if they are not manufactured and installed in accordance with ASTM D2513 for Category 1 fittings.
(g) Each operator shall complete the removal and replacement of such compression couplings by November 30, 2009.
(h) Any coupling installed on plastic pipe after September 1, 2008, shall be designed to meet the requirements of ASTM D2513 Category 1.
(i) Any coupling installed on steel pipe after September 1, 2008, shall be designed to meet the requirements of 49 CFR Part 192, §192.273.
(j) Beginning November 1, 2008, and every six months thereafter until all compression couplings on the operator's system subject to subsection (f) of this section have been removed and replaced, each operator shall file with the division a progress report showing the number of service riser installations checked, the condition of the coupling, and the total number of compression couplings replaced for that reporting period.
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 June 5, 2008.
TRD-200802899
Mary Ross McDonald
Managing Director
Railroad Commission of Texas
Effective date: September 1, 2008
Proposal publication date: December 7, 2007
For further information, please call: (512) 475-1295