# Pipestream, Inc — Pipeline Safety Interpretation

- **operation:** document
- **citation:** PI-10-0013
- **title:** Pipestream, Inc — Pipeline Safety Interpretation
- **source type:** guidance
- **agency:** Pipeline and Hazardous Materials Safety Administration
- **status:** guidance
- **official:** true
- **published on:** 2010-11-18
- **effective on:** Not available
- **summary:** PI-10-0013 response to Pipestream, Inc concerning 192.309, 192.485, 192.487, 192.713, 192.717, 195.585.
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- **source url:** https://www.phmsa.dot.gov/sites/phmsa.dot.gov/files/legacy/interpretations/Interpretations/Pipeline/2010/PI-10-0013.pdf
**body:**

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U.S. Department 1200 New Jersey Avenue, SE
Washington, D.C. 20590
of Transportation
Pipeline and Hazardous
Materials Safety
Administration
NOV 1 8 2010
Mr. Raymond N. Burke
Pipestream, Inc.
Executive Vice President and COO
6955 High Life Drive
Houston, TX. 77066
Dear Mr. Burke:
In a letter to the Pipeline and Hazardous Materials Safety Administration (PHMSA) dated
April 22, 2010, you requested an interpretation ofthe Federal Pipeline Safety Regulations
relating to pipe repairs at 49 CFR §§ 192.309(b), 192.485(a), 192.487(a), 192.713(a)(2) and
192.717(b)(5) and 49 CFR § 195.585(a)(2). You noted that these regulations were amended in
1999 to allow alternative repair of unacceptable damages, dents, imperfections, corrosion, and
leaks"... by a method that reliable engineering tests and analyses show can permanently restore
the serviceability ofthe pipe."
You requested information from PHMSA on how the gas and hazardous liquid pipeline safety
regulations address the following questions:
1. Do these regulations limit the number of discrete applications or the length of
application of alternative repair systems?
2. Can alternative repair systems be used to increase the pressure capacity of a span
ofpipeline above the original maximum operating pressure in response to revised
operating demands?
3. Can alternative repair systems be used to address the need to lower stress levels in
the base pipe in response to a change in class location or other revised operating
conditions?
Our responses to your questions are as follows:
Response 1: The regulations do not prescribe a particular limit to the number ofdiscrete
applications of an alternative repair method. The engineering test data for the material to
be used must clearly demonstrate that the alternative repair method will restore the
original design strength ofthe pipe, but will also perform in the pipeline environment in
which it is installed, including withstanding secondary stresses of loading, pipe
movement, soil movement, and external loads, for the length ofservice for which it is
intended. While the 1999 rule (64 FR 69660, December 14, 1999) allows alternative
The Pipeline and Hazardous Materials Safety Administration, Office ofPipeline Safety provides written clarifications of the Regulations (49 CFR
Parts 190-199) in the form of interpretation letters. These letters reflect the agency's current application ofthe regulations to the specific facts
presented by the person requesting the clarification. Interpretations do not create legally-enforceable rights or obligations and are provided to
help the public understand how to comply with the regulations.

<<<PAGE 2>>>

2
repair methods for individual repairs on corroded or damaged steel pipe in natural gas
pipelines or corroded steel pipe in hazardous liquid pipelines where appropriate, an
operator of a pipe joint having sufficient defects should carefully consider all reliable
methods ofrepair before installing an excessive number of alternative repairs.
Response 2: No. The regulations require pipeline operators to repair their pipelines as
necessary to maintain safety and serviceability. No repair method can be used to increase
the original design strength or the pressure of a segment ofpipeline above the established
maximum operating pressure.
Response 3: No. A change in Class Location is not a repair issue. The stress level and
maximum operating pressure ofa given section ofpipe is based on the original material
and design specifications, not the material used to repair the pipe. Therefore, operators
must continue to follow the requirements of §§ 192.609 and 192.611 to confirm or revise
the MAOP as necessary upon a change in Class Location, regardless ofwhether an
alternative repair method was used to perform a repair.
I hope that this information is helpful to you. If I can be of further assistance, please contact me
at (202) 366-4046.
Sincerely,
.~4J
A/~Gale
Director, Office of Standards
and Rulemaking
The Pipeline and Hazardous Materials Safety Administration, Office of Pipeline Safety provides written clarifications of the Regulations
(49 CFR Parts 190-199) in the form of interpretation letters. These letters reflect the agency's current application of the regulations to the
specific facts presented by the person requesting the clarification. Interpretations do not create legally-enforceable rights or obligations and
are provided to help the public understand how to comply with the regulations.

<<<PAGE 3>>>

APR 28 2010
PIPESTREAM
Pipestream, Inc.
6955 High Ufe Drive
Houston, TX 77066
April 22, 2010
Mr. John Gale
Director, Office of Regulations
U.s. Department of Transportation
Pipeline and Hazardous Materials Safety Administration
Office of Pipeline Safety (PHP-30)
East Building, E24-312
1200 New Jersey Avenue, SE
Washington, DC 20590-0001
Re: Request for Interpretation of 49 CFR §§192.309(b), .485(a), .487(a), .713(a)(2) and .717(b)(5) and
49 CFR 195.585(a)(2).
Dear Mr. Gale:
Pipestream Inc. requests a written interpretation of the federal gas and hazardous liquid pipeline safety
regulations at 49 CFR §192.309(b), Repair of steel pipe; §192.485(a), Remedial measures: Transmission
lines; §192.487(a), Remedial measures: Distribution lines other than cast iron or ductile iran lines;
§192.713(a)(2), Transmission lines: Permanent field repair of imperfections and damages;
§192.717(a)(5), Transmission lines: Permanent field repair of leaks; and 49 CFR §195.585(a)(2), What
must I do to correct corroded pipe? This request is submitted in compliance with §190.11(b)(1),
Availability of Written Interpretations.
Under the older federal pipeline safety regulations, which are based on standards ASME B31.8 (1968)
and ASME B31.4 (1966), gas and hazardous liquid pipeline operators were required to repair pipelines
by one of only two methods: 1) replace the pipe, or 2) repair it by installing a full-encirclement split
sleeve. These requirements were very prescriptive and discouraged development of new, more efficient
repair methods.
In 1999 the Office of Pipeline Safety adopted performance-based requirements for pipeline repair (Final
Rule December 14, 1999; 64 FR 69662). Each of the above-cited sections of the pipeline regulations was
updated using nearly identical language to allow alternative repair of unacceptable damages, dents,
imperfections, corrosion, and leaks
".•• by a method that reliable engineering tests and analyses show can
permanently restore the serviceability of the pipe."
This language was adopted after years of experience by dozens of gas pipeline companies using the
then-new Clock Spring" repair wrap under authority of a waiver. This more permissive language
recognized the need for flexibility, encouraged development of new repair technologies, and allowed
Pipestream Inc. 6955 High Ufe Drive; Houston, TX. 77066 www.pipestream.com

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pipeline companies tc ~ef~ct the most effective repair technique. These changes also placed on the
operator the duty to provide full engineering support for the reliability of new repair techniques.
In recent years dozens of new repair techniques have been developed and applied under the new
regulations. Most are non-metallic composite wraps with varying capabilities. Most are used to address
a spot weakness in a pipe, including dents, gouges, corrosion, and leaks. These repair wrap products are
usually only a few feet in length, but can be used in multiple applications over hundreds of feet of pipe.
These close-spaced, multiple applications of repair wrap products have not been challenged by state or
federal regulators.
The alternative repair language cited above appears to allow any repair method that can restore pipe to
its original capability, provided it is supported by "reliable engineering tests and analyses." This appears
to encompass both non-metallic and metallic repair methods. Therefore, the rule does not appear to
limit the application of these techniques, but rather is a general performance rule applicable to spot
repairs, to multiple spot repairs, or to continuous repairs along hundreds of feet of pipe.
Among new methods for repairing and restoring pipe to full functionality is our Pipestream® XHab™
technology. It is a high-strength steel composite wrap that can be applied as a spot repair wrap or as a
longer wrap in up to 200 foot increments. Multiple wrap applications can restore pipe to full pressure
capacity over extended lengths of pipeline. XHab™ expands the toolbox of repair techniques available
to pipeline operators. More information on Pipestream® is available on our website:
www.pipestream.com.
We believe the use of metallic composite repair methods (or any qualified repair method) are allowable
under the regulations and are not limited by length of application or number of applications.
Nevertheless, to ensure clarity we request a Letter of Interpretation of the above-cited sections of the
gas and hazardous liquid pipeline safety regulations to address the following questions:
1. Do these regulations limit the number of discrete applications or the length of application of
alternative repair systems?
2. Can alternative repair systems be used to increase the pressure capacity of a span of pipeline
above the original maximum operating pressure in response to revised operating demands?
3. Can alternative repair systems be used to address the need to lower stress levels in the base
pipe in response to a change in class location or other revised operating conditions?
Thank you for your consideration of this request. We look forward to clarification of these important
and timely regulatory issues.
Sincerely,
Raymond N. Burke
Executive Vice President and COO
Pipestream Inc. 6955 High Life Drive; Houston, TX. 77066 www.pipestream.com

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cc: Mr. Jeff Wiese
Associate Administrator for Pipeline Safety
U.S. Department of Transportation
Pipeline and Hazardous Materials Safety Administration
Office of Pipeline Safety (PHP-1)
East Building, E22-326
1200 New Jersey Avenue, SE
Washington, DC 20590-0001
Pipestream Inc. 6955 High Life Drive; Houston, TX. 77066 www.pipestream.com
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