# Gulf South Pipeline Company, LLC — Pipeline Special Permit

**Citation:** PHMSA-2023-0126  
**Type / status:** permit / current  
**Agency:** Pipeline and Hazardous Materials Safety Administration  
**Effective:** 2025-09-02  
**Published:** 2025-09-02

PHMSA-2023-0126, issued 2025-09-02 for Gulf South Pipeline Company, LLC's gas transmission system.

## Document text

PHMSA pipeline special permit PHMSA-2023-0126. Operator: Gulf South Pipeline Company, LLC. System: Gas Transmission. Issue date: 2025-09-02.

<<<PAGE 1>>>

U.S. Department
of Transportation
Pipeline and Hazardous
Materials Safety
Administration
1200 New Jersey Avenue, SE
Washington, D.C. 20590
September 2, 2025
Mr. Tony Rizk
Vice President, Technical Services
Gulf South Pipeline Company, LLC
9 Greenway Plaza, Suite 2800
Houston, TX 77046
Re: Docket No. PHMSA-2023-0126 – Gulf South Pipeline Company, LLC – Grayson
County, Texas, Special Permit from September 2, 2025 to September 2, 2035
Dear Mr. Rizk:
On November 15, 2023, pursuant to 49 Code of Federal Regulations (CFR) § 190.341, Gulf South
Pipeline Company, LLC (GSPC)1 applied to the Pipeline and Hazardous Materials Safety
Administration (PHMSA) for a special permit. GSPC requested a special permit to waive
compliance with 49 CFR §§ 192.611(a) and (d) and 192.619(a) for Class 1 to Class 3 location
changes on two pipeline segments. Both segments consist of approximately 2.283 miles of 16-
inch diameter gas transmission pipeline and are located in Grayson County, Texas. A gas
transmission pipeline operator is required by 49 CFR § 192.611 to confirm or revise the
maximum allowable operating pressure of a pipeline segment or reduce it according to the limits
required by 49 CFR § 192.619(a), where the class location has changed as defined in 49 CFR
§ 192.5.
On September 4, 2024, PHMSA published a Federal Register notice (89 FR 72152) announcing
the Special Permit Request. The Special Permit Request letter, Final Environmental Assessment
(FEA) and Finding of No Significant Impact (FONSI), Special Permit Analysis and Findings
(SPAF), and all other pertinent documents for this special permit are available in Docket No.
PHMSA- 2023-0126 in the Federal Docket Management System located at
www.regulations.gov.
2
Subject to the stated terms and conditions, PHMSA grants this special permit (enclosed) based
on the information provided by GSPC and the findings set forth in the SPAF, FEA, and FONSI.
This special permit provides relief from certain regulations and requires GSPC to comply with
conditions and limitations designed to maintain pipeline safety as defined in the special permit.
1 Gulf South Pipeline Company, LLC is owned by owned by Boardwalk Pipelines, LP.
2 https://www.regulations.gov/docket?D=PHMSA-2023-0126
Special Permit: PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Letter of Decision – Class 1 to Class 3 Location – Texas
Page 1 of 2

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In accordance with 49 CFR § 190.341(j), PHMSA reserves the right to revoke, suspend, or
modify this special permit if circumstances occur in which its continuance would be inconsistent
with pipeline safety. If GSPC elects not to implement the special permit conditions, GSPC must
notify PHMSA within 60 days and comply with 49 CFR § 192.611 within 18 months of the date
of this letter.
PHMSA notes that the conditions imposed by this special permit are consistent with those
originally noticed. However, PHMSA is in the process of reforming its process for reviewing and
issuing special permits in order to streamline conditions imposed and reduce unnecessary
regulatory burden on use of domestic energy resources in accordance with EO 14154,
Unleashing American Energy.
3 PHMSA has offered operators of special permits previously
noticed the opportunity to seek reconsideration of their special permits and resubmit their
applications for notice and comment in line with the new process. GSPC declined to do so at this
time and elected to maintain its current application, but this decision does not preclude GSPC
from reapplying in the future.
My staff is available to discuss this special permit or any other regulatory matter with you. Max
Kieba, Director, Engineering and Research Division, Office of Pipeline Safety, may be contacted
at PipelineSPEngineeringDirector@dot.gov or 202-420-9169 on technical matters; and Dave
Barrett, Acting Director, Central Region, Office of Pipeline Safety, may be contacted at 816-
329-3817 for operational matters specific to this special permit.
Sincerely,
Linda Daugherty
Acting Associate Administrator for Pipeline Safety
Enclosure: Special Permit – PHMSA-2023-0126
3 Exec. Order. No. 14,154, 90 Fed. Reg. 8353 (Jan. 29, 2025). For further information on PHMSA’s efforts to reform special permits, see Pipeline
Safety: Rationalize Special Permit Conditions, 90 Fed. Reg. 28590 (July 1, 2025).
Special Permit: PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Letter of Decision – Class 1 to Class 3 Location – Texas
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U.S. DEPARTMENT OF TRANSPORTATION
PIPELINE AND HAZARDOUS MATERIALS SAFETY
ADMINISTRATION
SPECIAL PERMIT – Class 1 to Class 3 Location
Special Permit Information:
Docket Number: PHMSA-2023-0126
Requested By: Gulf South Pipeline Company, LLC
Operator ID#: 31728
Original Date Requested: November 15, 2023
Original Issuance Date: September 2, 2025
Effective Dates: September 2, 2025 to September 2, 2035
Code Section(s): 49 CFR §§ 192.611(a) and (d) and 192.619(a)
Grant of Special Permit:
By this order, subject to the terms and conditions set forth below, the Pipeline and Hazardous
Materials Safety Administration’s (PHMSA) Office of Pipeline Safety (OPS)1 grants this special
permit to Gulf South Pipeline Company, LLC (GSPC)2 for two special permit segments
consisting of approximately 2.28 miles of 16-inch diameter gas transmission pipeline located in
Grayson County, Texas. This special permit waives compliance from 49 Code of Federal
Regulations (CFR) §§ 192.611(a) and (d) and 192.619(a) for the two special permit segments
which have undergone changes from Class 1 to Class 3.
3 Federal pipeline safety regulations in
49 CFR § 192.611(a) require natural gas pipeline operators to confirm or revise the maximum
allowable operating pressure (MAOP) of a pipeline segment or reduce it according to the limits
required by 49 CFR § 192.619(a) after a change in class location.
To avoid confusion, PHMSA has clarified the conditions applicable to GSPC by removing
conditions that were either duplicative with existing 49 CFR Subpart D requirements or are not
applicable to the Index 819-10 pipeline based on its characteristics and history as documented in
GSPC records and verified by PHMSA. PHMSA reviewed material and pressure test records and
1 Throughout this special permit, the usage of “PHMSA” or “PHMSA OPS” means the U.S. Department of Transportation’s Pipeline and
Hazardous Materials Safety Administration Office of Pipeline Safety.
2 Gulf South Pipeline Company, LLC is owned by Boardwalk Pipelines, LP.
3 GSPC anticipates that Special Permit Segment 1 will be within a Class 3 location after completion of a planned development by Austin College.
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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verified the Index 819-10 pipeline does not contain electric frequency welded or vintage seam
types. The pipeline was installed in 2013 and 2014 and has only high-frequency electric
resistance welded and seamless seam types. Both the pipe material data and pressure test
documentation have been evaluated and determined by PHMSA to be adequate.
I. Purpose and Need
GSPC sought this special permit for Class 1 to Class 3 location changes occurring on the 16-inch
diameter Index 819-10 pipeline. Provided GSPC complies with the terms and conditions set forth
below, the special permit waives compliance from 49 CFR §§ 192.611(a)4 and (d) and
192.619(a) for approximately 2.28 miles of natural gas transmission pipeline. This special permit
allows GSPC to maintain the current MAOP as shown in Table 1 – Special Permit Segments.
II. Special Permit Segments and Special Permit Inspection Area
This permit pertains to the specified special permit segments and corresponding special permit
inspection area defined in this section.
Special Permit Segments:
This special permit applies to the special permit segments in Table 1 – Special Permit
Segments and locations are identified using the GSPC survey station (SS) references.
Table 1 – Special Permit Segments
Special
Start
End
Outside
Permit
Line
Diameter
Name
Length
(feet)
Survey
Station
Survey
Station
County or
Parish,
No.
Year
Seam
MAOP
Segment
Number
Dwellings
Installed
Type
(psig)5
(inches)
State
(SS)
(SS)
1 16 Index
819-10 4580 585+22 631+32 Grayson,
TX 06 2014 HF–
ERW, 1350
2 16 Index
819-10 7472 728+40 803+12 TX Grayson,
240 2013,
2014
HF–
ERW,
SMLS
1350
Note: HF-ERW is a high frequency electric resistance welded pipe longitudinal seam.
SMLS is a seamless longitudinal seam.
4 PHMSA is granting this special permit for Class 1 to Class 3 location changes where the pipeline has been pressure tested to 1.25 times MAOP
or greater for eight hours to meet 49 CFR §§ 192.619(a)(2), 192.611(a), and 192.517. Each special permit segment must meet the documentation
requirements in Condition 16 – Documentation.
5 Pressure tests were conducted after July 1, 1965; see 49 CFR § 192.619(a)(3) for applicability.
6 As of the Original Issuance Date of this Special Permit, Special Permit Segment 1 is within a Class 1 location. GSPC applied for Special Permit
Segment 1 in anticipation of a future development project of Austin College.
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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Special Permit Inspection Area:
The special permit inspection area is defined as the area that extends 220 yards on each side of
the centerline as listed in Table 2 – Special Permit Inspection Area.
Table 2 – Special Permit Inspection Area
Special
Special Permit
Outside
Permit
Inspection
Diameter
Line Name Start SS End SS Length
(miles)
Area Number
Segments
Included
(inches)
1 1, 2 16 Index 819-10 0+00 871+73 16.53
Extended Special Permit Segments:
The extended special permit segments are defined as the special permit segments and the five
contiguous miles past each endpoint.
Appendix B contains general maps that include the pipeline route map showing the special
permit segments and special permit inspection area and more detailed maps showing the area
near the special permit segments.
PHMSA grants this special permit based on the findings set forth in the “Special Permit Analysis
and Findings” and “Final Environmental Assessment and Finding of No Significant Impact”
documents, which can be read in their entirety in Docket No. PHMSA-2023-0126 in the Federal
Docket Management System located at www.regulations.gov.
III. Conditions
PHMSA grants this special permit subject to GSPC implementing the following conditions on
the special permit segments and special permit inspection area. Each condition detailed in this
section applies to the special permit inspection area and the corresponding special permit
segments unless otherwise noted in the condition:
1) Condition 1 – Maximum Allowable Operating Pressure
a) Maximum Allowable Operating Pressure: GSPC must continue to operate each
special permit segment and special permit inspection area at or below the existing
MAOP of 1350 pounds per square inch gauge (psig) (Index 819-10).
b) Pressure Test: GSPC has furnished pressure test records to PHMSA for each special
permit segment, which meet 49 CFR § 192.517(a) and have been determined to be
adequate.
2) Condition 2 – Procedure Updates
Within 90 days of the grant of the special permit, GSPC must develop and maintain procedures
in accordance with 49 CFR §§ 192.603 and 192.605 that incorporate the special permit condition
requirements as follows:
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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a) Operations and Maintenance Manual: GSPC must amend the applicable sections of
its operations and maintenance (O&M) manuals and procedures to incorporate the
special permit conditions.
b) Integrity Management Program:
i) GSPC must incorporate each special permit segment into its written integrity
management program (IMP) as if the special permit segments are “covered
segments” as defined in 49 CFR § 192.903, except for the reporting requirements
contained in 49 CFR § 192.945.7 The portions of the special permit inspection area
that fall outside of the special permit segments are not required to be included as a
“covered segment” in accordance with 49 CFR § 192.903.
ii) The special permit inspection area and special permit segments must have integrity
threats identified, assessed, and remediated in accordance with these special permit
conditions and 49 CFR Part 192, Subpart O.
iii) Any high consequence area (HCA) in either a special permit segment or the special
permit inspection area must be assessed and remediated for threats in accordance
with these special permit conditions and 49 CFR Part 192, Subpart O.
iv) All permit conditions that are applicable to special permit segments or to the special
permit inspection area are applicable to HCAs where the HCA overlaps a special
permit segment or the special permit inspection area.
v) All special permit conditions that are applicable to the special permit inspection area
are also applicable to the special permit segments. The special permit segments must
meet the requirements of 49 CFR Part 192, Subpart O, if Subpart O is more stringent
than the special permit conditions.
vi) The special permit inspection area must be able to be assessed using in-line
inspection (ILI) tools, including tethered or remotely controlled tools, in accordance
with 49 CFR §§ 192.150 and 192.493.
c) Damage Prevention Program: GSPC must incorporate within the special permit
inspection area the applicable best practices of the Common Ground Alliance8 in its
damage prevention (DP) program.
3) Condition 3 – Corrosion Control
a) Cathodic Protection Test Station Spacing: At least one cathodic protection (CP) pipe-
to-soil test station must be located within each special permit segment, with a spacing
not to exceed ½ mile between CP pipe-to-soil test stations. In cases where obstructions
or restricted areas prevent such test station placement, the test station must be placed in
7 GSPC must follow the reporting requirements in Condition 15 – Annual Report, as well as those noted throughout the conditions contained
herein.
8 Common Ground Alliance. (March 2020). Best Practices Guide. Retrieved from: https://commongroundalliance.com/BPguide.
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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the closest practical location, not to exceed a 3,000-foot spacing. CP pipe-to-soil test
stations must be installed within 12 months of the grant of this special permit.
b) Annual Monitoring of Test Station Potential Measurements: At least once every
calendar year, not to exceed 15 months, GSPC must monitor CP pipe-to-soil test
stations to meet 49 CFR §§ 192.463 and 192.465 for each special permit segment and
must include “on and off” potential measurements. Pipe-to-soil potential measurements
must comply with Appendix D – Section I.A. (1) of 49 CFR Part 192 or remediation
detailed in paragraph (c) of this condition is required. If hard spots are identified with a
Brinell Hardness (HB) of 300 HB or greater, CP voltage levels must be maintained
more electro-positive than minus 1.2 volts direct current (DC).
c) Inadequate Cathodic Protection Level Determination:
i) In instances where inadequate potentials are a result of an electrical short to an
adjacent foreign structure, a rectifier malfunction, an interruption of power source, or
an interruption of CP current due to other non-systemic or location-specific causes,
GSPC must document and repair these instances. A close interval survey (CIS) will
not be required.
ii) All other instances must be assessed as detailed in Condition 4 – Close Interval
Surveys.
d) Remedial Action Plans:
i) Within six months of identifying a deficiency, GSPC must develop a remedial action
plan to restore CP to meet 49 CFR § 192.463. Within two months of the finding,
GSPC must apply for any necessary environmental permits (Federal or State).
ii) GSPC must complete the remediation and confirm restoration of adequate CP over
the entire area where inadequate CP levels were detected within 12 months of the
deficiency finding or as soon as practicable after obtaining the necessary permits.
4) Condition 4 – Close Interval Surveys
a) Survey Methodology and Boundaries:
i) GSPC must perform an “on and off” current CIS at a maximum five-foot spacing
along the entire length of each special permit segment.
ii) GSPC must evaluate each special permit segment in accordance with 49 CFR §
192.463.
iii) For inadequate CP level determination described in Condition 3(c)(ii), GSPC must
conduct a CIS in both directions from the test station with an inadequate CP reading
with the CIS ending at the adjacent test stations.
b) Survey Intervals: GSPC must perform the CIS within the following timeframes:
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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i) Initial assessment must be completed for each newly incorporated and extensions of
special permit segments within 12 months after the grant of the special permit. For a
special permit segment renewal, the CIS may be conducted at the next reassessment
interval.9
ii) Reassessments must be conducted every five years not to exceed 66 months. CIS
assessments within the reassessment interval are not required to be performed in the
same year as ILI reassessments.
c) Survey Remediation and Remedial Action Plans:
i) If a special permit segment requires the use of 100 millivolt shift criteria10 or the
installation of linear anodes along the special permit segment to meet the CP
requirements of 49 CFR § 192.463, it is not eligible to operate with a Class 1 pipe in a
Class 3 location. GSPC must either: (1) replace the pipe in the special permit
segment with Class 3 location standard (design factor) pipe (see 49 CFR §
192.111(a)); (2) recoat the pipe with non-shielding external coating within 12 months
of the finding; or (3) lower the MAOP to meet 49 CFR § 192.611.
ii) Within four months of identifying a deficiency, GSPC must develop a remedial action
plan to restore CP to meet 49 CFR § 192.463. Within two months of the remedial
action plan being developed, GSPC must apply for any necessary environmental
permits (Federal or State).
iii) GSPC must complete remediation of each special permit segment and confirm
restoration of adequate CP over the entire area where inadequate CP levels were
detected within 12 months of the survey or as soon as practicable after obtaining the
necessary permits.11
5) Condition 5 – In-Line Inspection
a) Threat Identification: GSPC must implement data integration and identify integrity
threats in the special permit inspection area at least once each calendar year, with
intervals not to exceed 15 months, in accordance with 49 CFR § 192.917 and Condition
13(c) – Data Integration. The stress corrosion cracking (SCC) threat assessment for the
special permit segments must be conducted using the current incorporated by reference
(IBR) edition of the American Society of Mechanical Engineers (ASME) Standard
B31.8S, “Managing System Integrity of Gas Pipelines” (ASME B31.8S) Appendix A3
9 A CIS survey conducted in 2020 for a special permit segment that is permit condition compliant would not need to be resurveyed in 2021 but
could wait until the next CIS survey reassessment time.
10 A.W. Peabody, “Peabody’s Control of Pipeline Corrosion,” second edition, “Criteria for Cathodic Protection.” “The 100mV polarization
criterion should not be used in areas subject to stray current because 100 mV of polarization may not be sufficient to mitigate corrosion in these
areas. This criterion also should not be used in areas where the intergranular form of external SCC, also referred to as high-pH or classical SCC,
is suspected. The potential range for cracking lies between the native potential and -850 mV (CSE) such that application of the 100mV
polarization criterion may place the potential of the structure in the range for cracking.”
11 If remediation based upon the findings of the CIS is not practicable within 12 months of the CIS survey, GSPC must submit a schedule and
justify the delay 60 days prior to the 12-month completion requirement to the Director, PHMSA Central Region. GSPC must receive a “no
objection” letter from the Director, PHMSA Central Region, prior to a pipe coating remediation schedule extension.
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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and National Association of Corrosion Engineers (NACE) Standard Practice 0204-2008,
“Stress Corrosion Cracking Direct Assessment Methodology,” Sections 1.2.1.1 and 1.2.2.
b) Inline Inspection Methodology: GSPC must conduct instrumented ILI integrity
assessments in accordance with 49 CFR § 192.493, for the special permit inspection area
for all threats identified in accordance with 49 CFR §§ 192.919 and 192.921.
i) At a minimum, GSPC must conduct ILI assessments for corrosion and denting with
high-resolution (HR) magnetic flux leakage (HR-MFL) and HR deformation tools
with deformation-extended sensor arms not limited by pig cups.
ii) For near-neutral or high-pH SCC (cracking threat), GSPC must use an ILI tool12 that
will identify tight cracks.13
iii) In the special permit inspection area that has experienced pipe or girth weld leaks or
ruptures due to soil movement, or the threat has been identified, GSPC must run
inertial measurement unit (IMU) and HR-deformation ILI tools for detection and
remediation of strains and denting of the pipe body and girth welds from soil or pipe
movements that impair pipeline integrity. Remediation must be conducted as
determined by Condition 13(j) – Pipe and Soil Movement.
c) Inline Inspection Assessment Intervals: GSPC must conduct initial assessments and
reassessments for the special permit inspection area in accordance with the following:
i) Initial ILI assessments must be conducted as follows:
(1) If cracking has been identified as a threat for the extended special permit segment,
it must be assessed within 18 months of the special permit grant date.
14
(2) All identified threats must be assessed within two years of the special permit grant
date.
(3) For newly identified threats, assessments must be completed within two years of
identification.
(4) Previous ILI assessments may be applied if Condition 8 – Anomaly Evaluation
and Remediation is completed, and the Condition 5(c)(ii) reassessment interval
is maintained.
ii) Reassessments must be completed in accordance with the shortest interval of the
following:
12 The crack ILI tool must be comparable to an electro-magnetic acoustic transducer (EMAT) ILI tool.
13 GSPC may propose an alternative assessment method for SCC (such as spike hydrostatic testing in accordance with 49 CFR § 192.506) to the
Director, PHMSA Central Region, with a copy of the proposal to the Director, PHMSA Engineering and Research Division. GSPC must receive
a “no objection” letter from the Director, PHMSA Central Region, prior to implementing any alternative assessment methods for SCC.
14 GSPC identified special permit segments 1 and 2 as having FBE coating. Special permit segments 1 and 2 will only require a cracking
assessment to be completed within 18 months of special permit issuance, should cracking be identified as a threat.
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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(1) 49 CFR § 192.939(a);
(2) Intervals of five calendar years not to exceed 66 months, if the special permit
segment contains any of the following:
(a) hard spots
(b) shorted carrier pipe to the casing
(c) susceptible to SCC
(d) pipe or soil movement
After conducting two assessments of a threat, one of which must be after the grant
of this special permit, GSPC may request reassessment intervals up to seven years
for that threat assessment. GSPC must submit for and receive a “no objection”
letter from the Director, PHMSA Central Region, prior to implementing this
change.
(3) The engineering critical assessment (ECA) determined interval, if applicable.
iii) If factors beyond GSPC’s control prevent the completion of an assessment within the
required timeframe or reassessment interval, GSPC must perform the assessment as
soon as practicable, and GSPC must submit a letter justifying the delay and provide
the anticipated date of completion to the Director, PHMSA Central Region, no later
than two months prior to the end the timeframe or interval. GSPC must receive a “no
objection” letter from the Director, PHMSA Central Region, for the delay or must
lower the MAOP of the special permit segment in accordance with 49 CFR §
192.611.
d) Remediation: Anomaly assessments must be evaluated and remediated in accordance
with Condition 8 – Anomaly Evaluation and Remediation.
6) Condition 6 – Girth Welds
Construction Girth Weld Non-Destructive Test Records: GSPC provided records to
PHMSA that demonstrate the girth welds in the special permit inspection area were non-
destructively tested at the time of construction in accordance with Federal pipeline safety
regulations at the time the pipelines were constructed in 2013 and 2014. Records review
demonstrated that girth welds defects were properly repaired.
7) Condition 7 – Stress Corrosion Cracking Threat
GSPC must evaluate the entire length of each special permit inspection area15 for SCC as
follows:
15 GSPC has documented no occurrences of SCC or cracking in the special permit inspection area.
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a) Threat Assessments: GSPC must complete the SCC threat assessment as detailed in
Condition 5(a) – Threat Identification.
b) SCC Integrity Assessment: If the threat assessment required under Condition 7(a)
indicates an extended special permit segment is susceptible to either near-neutral or high-
pH SCC, GSPC must perform an SCC assessment on the extended special permit
segment in accordance with Condition 5 – In-Line Inspection.
16
c) Examination of Pipe: If the threat of SCC exists in an extended special permit segment
as determined in Condition 7(a), GSPC must examine the pipe directly for SCC when
the coating has been identified as poor during the pipeline examination. The examination
must be conducted using an accepted crack detection practice in accordance with 49 CFR
§ 192.710(c)(4) and (d) when the extended special permit segment is uncovered for any
reason to comply with the special permit and integrity management activities, not
including One Call activities (49 CFR § 192.614).
d) Discovery of SCC: If GSPC discovers SCC17 activity by any means within an extended
special permit segment in similar pipe vintage (manufacturer, manufacturing time or age,
diameter, wall thickness, grade, and seam type) and pipe coating vintage (in accordance
with 49 CFR § 192.917(e)), or an extended special permit segment has had an in-service
or hydrostatic test SCC failure or leak,18 the special permit segment must be further
assessed and mitigated, within 18 months of finding SCC and reassessed every five
calendar years or less19 based upon the evaluated growth of the SCC, using one of the
following methods:
i) Spike Hydrostatic Test Program:20
(1) GSPC must perform its SCC spike hydrostatic test program in the extended
special permit segment in accordance with 49 CFR § 192.506 and include an
ECA of the results that includes a determination of the reassessment interval; and
(2) If a joint of pipe in an extended special permit segment leaks or ruptures during a
hydrostatic test due to SCC, GSPC must replace the pipe joint that does not meet
49 CFR § 192.611 in the extended special permit segment with new pipe. GSPC
16 GSPC may propose an alternative assessment method for SCC (such as spike hydrostatic testing in accordance with 49 CFR § 192.506) to the
Director, PHMSA Central Region, with a copy of the proposal to the Director, PHMSA Engineering and Research Division. GSPC must receive
a “no objection” letter from the Director, PHMSA Central Region, prior to implementing any alternative assessment methods for SCC.
17 “SCC” activity shall be defined as greater than 20 percent wall thickness depth and two inches in length.
18 For all in-service and pressure test failures, GSPC must perform a root cause analysis, including the metallurgical examination of the failed
pipe, to determine if the failure is caused by a systemic or non-systemic issue. GSPC must provide the written results of this root cause analysis to
the Director, PHMSA Central Region, within 90 days of the failure and must submit a copy of the root cause analysis to the Director, PHMSA
Engineering and Research Division.
19 GSPC has the option to submit a written request to the Director, PHMSA Central Region, with a copy to the Director, PHMSA Engineering
and Research Division, for extension of the crack assessment interval to seven years, as defined in 49 CFR § 192.939(a), if the ECA shows that
five-calendar-year assessments are not required. GSPC must receive a “no objection” letter from the Director, PHMSA Central Region, prior to
extending the assessment interval to seven calendar years.
20 GSPC may propose an alternative assessment method for SCC (such as spike hydrostatic testing in accordance with 49 CFR § 192.506) to the
Director, PHMSA Central Region, with a copy of the proposal to the Director, PHMSA Engineering and Research Division. GSPC must receive
a “no objection” letter from the Director, PHMSA Central Region, prior to implementing any alternative assessment methods for SCC.
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must complete a successful SCC hydrostatic test prior to returning the extended
special permit segment to operational service.
ii) Crack Detection Tool Assessment: GSPC must run an electro-magnetic acoustic
transducer (EMAT) ILI tool or other equivalent crack detection ILI tool in the
extended special permit segment;
iii) MAOP Lowered: GSPC must lower the MAOP of the special permit segment to 60
percent specified minimum yield strength (SMYS);
iv) Pipe Replacement: GSPC must replace all pipe and comply with 49 CFR § 192.611
and § 192.619 in the special permit segment; or
v) Operating Pressure Lowered: GSPC must lower the operating pressure of the
special permit segment to 20 percent below the maximum pressure during the
preceding 90-day operating interval until GSPC conducts an ECA and remediates the
special permit segment.
e) SCC Remediation Plan: If GSPC discovers any SCC activity in the extended special
permit segment, GSPC must submit an SCC remediation plan to the Director, PHMSA
Central Region, and send a copy to the Director, PHMSA Engineering and Research
Division, no later than 90 days after the finding of SCC.21 The plan must:
i) Meet Condition 7(d) and include an SCC remediation/repair plan with SCC
characterization and timing; or
ii) Include a technical justification that shows that GSPC is addressing the threat for
SCC in the special permit segment.
8) Condition 8 – Anomaly Evaluation and Remediation
a) General: GSPC must use the procedures specified in the special permit conditions, 49
CFR § 192.712 and 192.933, and Table 3 – Dent Criteria when evaluating
anomalies. GSPC must account for ILI tool tolerance and corrosion growth rates in
determining scheduled response times and repairs and must document and justify the
values used.
i) ILI Tool Accuracy: GSPC must demonstrate ILI tool tolerance accuracy for each ILI
tool run by using calibration excavations and unity plots that demonstrate ILI tool
accuracy to meet the tool accuracy specification provided by the vendor (typical for
depth within +10 percent accuracy for 80 percent of the time). GSPC must
incorporate ILI tool accuracy by ensuring that each ILI tool service provider
determines the tolerance of each tool and includes that tolerance in determining the
size of each anomaly feature reported to GSPC. GSPC must compare previous
indications to current indications that are significantly different. If a trend is identified
21 For GSPC to go forward with the technical justification for addressing the SCC threat, GSPC must receive a “no objection” letter from the
Director, PHMSA Central Region.
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where the tool has been consistently overcalling or undercalling, the remaining ILI
features must be re-graded accordingly. ILI tools used must be calibrated as follows:
(1) General ILI Tool Calibration: ILI tool calibrations must use ILI tool run results
and anomaly calibrations from the special permit inspection area. ILI calibration
excavations may include previously excavated anomalies or recent anomaly
excavations with known dimensions that were field measured for length, depth,
and width, externally re-coated, CP maintained, and documented for ILI
calibrations prior to the ILI tool run. A minimum of four calibration excavations
must be used for unity plots.22
(2) EMAT ILI Tool Calibration:
(a) ILI calibration for EMAT ILI tools must be based upon excavation results of a
minimum of the two most severe anomalies from a combined review of crack
depth and length. If the EMAT tool identifies only one anomaly, the anomaly
must be excavated and assessed. GSPC can propose alternative EMAT ILI
tool evaluation procedures to the Director, PHMSA Central Region, but must
receive a “no objection” letter prior to usage of these procedures.
(b) If the EMAT ILI tool does not identify any cracking anomalies above the
minimum length and depth criteria for 90 percent probability of detection,
GSPC must provide the following to the Director, PHMSA Central Region:
(1) EMAT ILI service provider report with any GSPC provided reporting
thresholds for cracking;
(2) Calibration data showing the ILI tool meets API Standard 1163 IBR –
Section 6 – Qualification of Performance Specifications, Section 7 –
System Operational Verification, and Section 8 – System Results
Validation, as applicable; and
(3) Previous in-ditch non-destructive examination records showing no SCC
findings.
Once the above information has been submitted, GSPC must receive a “no
objection” letter from the Director, PHMSA Central Region, that no
excavation is required for the EMAT ILI tool calibration.
ii) Unity Plots: The unity plots must show actual anomaly depth versus predicted depth.
22 Other known and documented pipeline features that are appropriate for the type of ILI tool used may be used as calibration excavations for ILI
tool calibration with technical documentation of their validity. To use other known and documented pipeline features as calibration excavations
for ILI tool calibration, GSPC must complete the following: (1) submit a plan for using known and documented pipeline features such as
calibration excavation data, to the Director, PHMSA Central Region, with a copy to the Director, PHMSA Engineering and Research Division.
The plan must include at least the following information: a) reason that known and documented pipeline features will be used in place of
anomalies on the pipelines; b) the pipeline features that will be used for the ILI tool calibration; and c) the technical justification for using the
pipeline features for ILI tool calibration; (2) receive a “no objection” letter from the Director, PHMSA Central Region, prior to performing the
ILI tool calibration using pipeline features; (3) submit a report to the Director, PHMSA Central Region, with a copy to the Director, PHMSA
Engineering and Research Division, and with the results of the use of pipeline features for the ILI tool calibration that includes technical
documentation establishing the validity of using the pipeline features for the ILI tool calibration.
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iii) ILI Tool Evaluations: ILI tool evaluations for metal loss must use “6t x 6t”23
interaction criteria for determining anomaly failure pressures and response timing.
iv) Discovery Date: The discovery date24 must be within 180 days of any ILI tool run
for each type of ILI tool (e.g., HR-geometry, HR-deformation, HR-MFL, EMAT,
IMU, or other equivalent ILI tools).
b) Remediation schedule for special permit inspection area: GSPC must remediate
conditions in the special permit inspection area as required by the criteria in 49 CFR §
192.933(d), and additionally GSPC must schedule the following conditions for
remediation as described:
i) GSPC must immediately repair metal loss preferentially affecting a detected pipe
weld seam, and the predicted failure pressure determined in accordance with 49 CFR
§ 192.712(d) is less than 1.25 times the MAOP or the metal loss is greater than
50 percent of pipe wall thickness.25
ii) GSPC must remediate any crack or crack-like anomaly that has a crack depth greater
than 40 percent of the pipe wall thickness within two years of discovery that are in
the special permit inspection area and area outside of the special permit segments.
iii) GSPC must monitor any crack with depth less than 40 percent of the pipe wall
thickness during subsequent risk assessments and integrity assessments for any
change that may require remediation.
Appendix A – Table 3 – Dent Criteria summarizes when ECA may be used to evaluate a
critical dent. When required to conduct ECA performed in accordance with 49 CFR
§ 192.712(c):
1) The ECA process must be repeated following each assessment to ensure
conformance to the original ECA conclusions.
2) ECA use for dents with a depth greater than six percent up to 10 percent of the
outside diameter (OD) requires a “no objection” letter from the Director, PHMSA
Central Region.
3) GSPC must remediate dents and mechanical damage that do not pass the criteria
defined in Table 3 – Dent Criteria.
4) GSPC must submit the dent ECA procedure to the Director, PHMSA Central Region,
for a “no objection” letter prior to conducting the anomaly evaluation.26 The
Director, PHMSA Central Region, must respond to GSPC’s submittal letter within
23 6t” means pipe wall thickness times six.
24 Discovery date is the day, month, and year that GSPC receives the ILI tool run results from the ILI tool service provider.
25 ASME/ANSI B31G and R-STRENG are not acceptable evaluation methodologies for corrosion in pipe weld seams. Pipe weld seams must be
evaluated using ECA methodology for cracking anomalies in accordance with 49 CFR § 192.712(d).
26 A copy of the dent ECA procedure must be sent to the Director, PHMSA Engineering and Research Division.
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90 days. The Director, PHMSA Central Region, may provide a decision, request for
additional information, or notify GSPC of PHMSA’s need for additional time to
provide a decision.
c) Remediation schedule for special permit segments: In addition to the requirements in
paragraphs (a) and (b) of Condition 8 for the special permit inspection area, GSPC must
remediate conditions in special permit segments as follows:27
i) One-year conditions for special permit segments: GSPC must repair the following
conditions within one year of discovery in special permit segments:
(1) Pipe Wall: Pipe wall thickness metal loss greater than 40 percent.
(2) Weld Metal: Girth weld metal loss greater than 30 percent of pipe wall thickness or
pipe weld seam metal loss greater than 15 percent of pipe wall thickness.
28
(3) Class 1 pipe: Any anomaly with a predicted failure pressure less than 1.39 times the
MAOP.
(4) Class 2 pipe: Any anomaly with a predicted failure pressure less than 1.67 times the
MAOP.
(5) Class 3 pipe: Any anomaly with a predicted failure pressure less than 2.0 times the
MAOP.
ii) One-year crack repair conditions for special permit segments: GSPC must repair all
anomalies with a predicted failure pressure determined in accordance with 49 CFR
§ 192.712(d) that is less than 1.39 times the MAOP, or a crack depth that is greater than
40 percent of the pipe wall thickness.
iii) Un-cleared shorted casing for special permit segments: GSPC must repair within
12 months of discovery any identified corrosion, cracking or other anomaly that is
shorted to a casing that is greater than 30 percent of the pipe wall thickness.
iv) Monitored conditions for special permit segments: GSPC does not have to schedule the
following conditions for remediation but must record and monitor the conditions during
subsequent risk assessments and integrity assessments for any change that may require
remediation in a special permit segment. Monitored conditions are the least severe and
will not require examination and evaluation until the next scheduled integrity assessment.
27 The special permit inspection area includes the special permit segments, so any anomalies found in a special permit segment must be
remediated to meet the requirements for a special permit inspection area in addition to the requirements in this condition. The special permit
segments must also be remediated to meet all additional remediation requirements specifically for the special permit segments as required in the
special permit conditions.
28 ASME/ANSI B31G and R-STRENG are not acceptable evaluation methodologies for corrosion in pipe weld seams. Pipe weld seams must be
evaluated using ECA methodology for cracking anomalies in accordance with 49 CFR § 192.712(d).
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(1) Class 1 pipe: Any anomaly with a predicted failure pressure greater than or equal to
1.39 times the MAOP and an anomaly depth less than or equal to 40 percent wall
thickness loss.
(2) Class 2 pipe: Any anomaly with a predicted failure pressure greater than or equal to
1.67 times the MAOP and an anomaly depth less than or equal to 40 percent wall
thickness loss.
(3) Class 3 pipe: Any anomaly with a predicted failure pressure greater than or equal to
2.0 times the MAOP and an anomaly depth less than or equal to 40 percent of pipe
wall thickness.
9) Condition 9 – Pipe Casings
GSPC must identify all shorted casings within special permit segments no later than
six months after the grant of this special permit and classify any shorted casings as either
having a “metallic short” (the carrier pipe and the casing are in metallic contact) or an
“electrolytic short” (the casing is filled with an electrolyte) using a commonly accepted
method, such as the Panhandle Eastern, Pearson, DC voltage gradient, AC voltage gradient,
or AC Attenuation.29
a) Clear Shorted Casings: Where practical, GSPC must clear shorted casings identified
within special permit segments no later than 12 months after the grant of this special
permit as follows:
i) Metallic Shorts: GSPC must clear any metallic short on a casing in a special permit
segment no later than 12 months after the short is identified.
ii) Electrolytic Shorts: GSPC must remove the electrolyte from the casing/pipe annular
space on any casing in a special permit segment that has an electrolytic short within
12 months of identifying the short. If GSPC identifies any shorts after uprating, they
must be cleared no later than 12 months after identification.
iii) All Shorted Casings: GSPC must install external corrosion control test leads on both
the carrier pipe and the casing in accordance with 49 CFR § 192.471 to facilitate the
future monitoring for shorted conditions. GSPC may then choose to fill the casing
pipe annular space with a high dielectric casing filler or other material that provides a
corrosion-inhibiting environment provided GSPC completed an assessment and all
necessary repairs.
b) Remediation of Un-cleared Casing Shorts: If it is impractical for GSPC to clear a
shorted casing within a special permit segment, GSPC must document the actions taken
to remediate the shorted casing and must receive a “no objection” letter from the
29 As of the date of the grant (issuance date) of this special permit, GSPC reported they identified zero shorted casings within special permit
segments.
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Director, PHMSA Central Region, to use ILI assessments instead of clearing the short.30,
31 In addition to the notification, GSPC must conduct the following:
i) A special permit segment with shorted casings must be assessed with the appropriate
ILI tools (a minimum of HR-MFL and HR-Deformation ILI and with EMAT ILI
when a special permit segment is susceptible to SCC) on a five-calendar-year
assessment schedule, not to exceed 66 months.
ii) GSPC must remediate any identified corrosion, cracking, or other anomalies in
accordance with Condition 8 – Anomaly Evaluation and Remediation.
10) Condition 10 – Pipe – Seam Evaluations
GSPC must conduct engineering integrity assessments to identify any pipe in extended
special permit segments that may be susceptible to pipe seam leak, rupture, or other failure
issues because of the vintage of the pipe, the manufacturer of the pipe, other physical or
operational characteristics, or unknown pipe characteristics as follows:
a) Identify and Test Pipe Seam Issues:
i) Within 12 months of the special permit grant, GSPC must perform an engineering
integrity analysis to determine if the pipe seam is susceptible to seam threats located
in the extended special permit segments. This engineering integrity analysis must
follow and document the processes listed herein along with other relevant materials:
(1) “M Charts” in “Evaluating the Stability of Manufacturing and Construction
Defects in Natural Gas Pipelines,” by Kiefner and Associates (updated April 26,
2007), under PHMSA Contract DTFAA-COSP02120; and
(2) Figure 4.2, “Framework for Evaluation with Path for the Segment Analyzed
Highlighted” from TTO-5, “Low Frequency ERW and Lap Welded Longitudinal
Seam Evaluation,” by Michael Baker Jr. and Kiefner and Associates, et. al. under
PHMSA Contract DTRS56-02-D-70036.
ii) If the engineering integrity analysis identifies pipe seam issues in extended special
permit segments that are a threat to the integrity of the pipeline, GSPC must confirm
there are no systemic issues with the weld seam or pipe. Within 12 months of analysis
completion, GSPC must complete a hydrostatic test to a minimum of 1.39 times the
MAOP for any identified special permit segment.
b) Seam Leak or Failure: GSPC’s Index 819-10 pipeline has not experienced a seam leak
or failure.
30 The Director, PHMSA Central Region, must respond to GSPC’s submittal letter within 90 days. The Director, PHMSA Central Region, may
provide a decision, request for additional information, or notify GSPC of PHMSA’s need for additional time to provide a decision.
31 GSPC must send a copy of the actions taken to clear the shorted casing to the Director, PHMSA Engineering and Research Division.
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c) Pipe Replacement: The special permit segments must be replaced if any unresolved
manufacturing or construction issues are discovered after the grant of this special permit,
such as concentrated hard spots, hard heat-affected weld zones, selective seam corrosion,
pipe movement that has led to buckling, past leak and rupture issues, or any other
systemic issues.
d) Girth Weld or Seam Weld Repairs: Within the special permit segments, GSPC must
remove and replace, in accordance with 49 CFR Part 192 requirements, all weld seam or
girth weld repairs that have been made by the usage of fittings, such as weldolets,
threadolets, repair clamps, and pipe sleeves (steel or composite). This remediation must
be completed within six months of the grant of this special permit or within six months of
the identification.
e) Remediation Plan: GSPC must remediate all weld seam leaks, failures, or ruptures32
discovered in the special permit segments. GSPC must submit a seam remediation plan
for the special permit segment to the Director, PHMSA Central Region, no later than 30
days after finding a seam leak, seam failure, or seam rupture in the special permit
segment containing one of the following:
i) A longitudinal weld seam remediation/repair plan that meets Condition 10 and
includes replacement, hydrostatic testing, or ILI, with completion of the
remediation/repair plan within six months of discovery, or
ii) A technical justification that shows that the special permit segment is not at risk for
future longitudinal seam leaks or failures.
11) Condition 11 – Control of Interference Currents
GSPC must address induced alternating current (AC) from parallel electric transmission lines
and other interference issues, such as DC, that may affect the pipeline in a special permit
segment. GSPC must have an induced AC or DC survey and analysis program and
remediation plan, as required by 49 CFR § 192.473, to protect the pipeline from corrosion
caused by stray currents within 12 months of the grant of this special permit. If GSPC faces
delays initiating remedial actions as described by 49 CFR § 192.473(c)(4), GSPC must
complete remediation as soon as practicable and submit a letter justifying the delay and
providing the anticipated date of completion to the Director, PHMSA Central Region, no
later than one month prior to the end of the six--month completion date. Any extended
evaluation and remediation schedules submitted to PHMSA from GSPC must receive a “no
objection” letter from the Director, PHMSA Central Region.
32 For all in-service and pressure test failures, GSPC must perform a root cause analysis, including the metallurgical examination of the failed
pipe, to determine if the failure is caused by a systemic or non-systemic issue. GSPC must provide the written results of this root cause analysis
to the Director, PHMSA Central Region, within 90 days of the failure and must submit a copy of the root cause analysis to the Director,
PHMSA Engineering and Research Division.
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12) Condition 12 – Mainline Valve – Monitoring and Remote Control for Ruptures
GSPC must automate mainline valves33 for closure or demonstrate capability to manually
close mainline valves in accordance with the requirements of this Condition 12. The special
permit segments must have upstream and downstream remote-control valves (RCVs) so that
the distance between the valves is no greater than 20 miles.34 GSPC must automate mainline
valves to close in accordance with the requirements in Condition 12 within 12 months of the
grant of this special permit. The special permit segments must have procedures for rupture
isolation as follows:
a) Valve Locations: RCVs must be installed as shown in Table 4 – Valves and Lateral
Locations with Isolations Methods.
b) Automatic Shutoff Valve Requirements: This special permit does not allow the use of
automatic shutoff valves (ASVs).
c) Remote Monitoring and Control: Each special permit segment must have telemetry
connections to the GSPC supervisory control and data acquisition (SCADA) system,
remote monitoring and control of valves by SCADA system, and constant monitoring of
valve status (open, closed, or partial closed/open), upstream pressure, and downstream
pressure.
d) Crossover or Lateral Pipe Connection Isolation: If any crossover or lateral pipe35
connects to the isolated segment between the upstream and downstream mainline valves,
the nearest valve on crossover connections or laterals must be isolated such that, when all
valves are closed, there is no flow path for gas to flow to the leak or rupture site (except
for residual gas already in the shut-off segment). If the nearest valve for a gas receipt or
delivery line to the special permit inspection area is not isolated, isolation valves must
be installed within 12 months of the grant of this special permit.
36 Valves that are in the
GSPC O&M procedures as locked closed and that are only opened when manned by
GSPC operating personnel do not require RCVs for closure.
e) Mainline Valve Closure: Closure of the appropriate valves following a pipeline leak or
rupture must occur “as soon as practicable” and must not exceed 30 minutes from the
“notification of potential rupture” as defined in 49 CFR § 192.635.
37 GSPC must
33 A mainline valve is a sectionalizing valve used to isolate or stop gas flow upstream or downstream along the pipeline.
34 If the distance between mainline isolation valves exceeds 20 miles, additional mainline valve(s) must be added.
35 Table 4 – Valves and Lateral Locations with Isolations Methods has a listing of all applicable valves.
36 Gas delivery or receipt pipelines must have a shutoff valve (gate or ball valve) either at the connection between the isolation valves for a
special permit segment or at the delivery or receipt meter station. Any gas delivery or receipt station over five miles in length that is connected
between the isolation valves for a special permit segment must have a RCV or ASV within five miles of the pipeline tie-in. For gas delivery or
receipt pipelines manual shutoff valves can be used for isolation but must be closed within 30 minutes of the pipeline leak or rupture
confirmation. Check valves cannot be used for pipelines over eight-inch diameter.
37 The pipeline valve section location to be closed and isolated (if there should be a rupture) must be confirmed by GSPC through Gas Control or
other field operations personnel monitoring of the appropriate pipeline pressures, pressure changes, or flow rate changes through a compressor
discharge section or by location confirmation from responsible persons.
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evaluate and identify a rupture38 as being either an actual leak event, rupture event, or
non-rupture event in accordance with operating procedures and 49 CFR § 192.615.
f) Gas Control Center Monitoring: The GSPC Gas Control Center must monitor the
special permit inspection area 24 hours a day, seven days a week, and must confirm the
existence of a leak or rupture as soon as practicable in accordance with GSPC pipeline
operating procedures.
g) Remote Monitoring: GSPC must maintain remote monitoring and automatic control
equipment, mainline valves, mainline valve operators, and pressure sensors in accordance
with 49 CFR §§ 192.631 and 192.745. All remote monitoring and automatic control
equipment, including pressure sensors, must have backup power to maintain
communications and control to the GSPC Gas Control Center during power outages.
h) Inoperable Valves: GSPC must take remedial measures to correct any valve used to
isolate a leak or rupture that is found to be inoperable or unable to maintain shutoff, as
follows:
i) Repair or replace the valve as soon as practicable but no later than six months after
the finding;
ii) Designate an alternative valve within 14 calendar days of the finding while repairs are
being made. Repairs must be completed within six months; and
iii) If valve repair or replacement cannot be met due to circumstances beyond GSPC’s
control, GSPC must notify, in writing, the Director, PHMSA Central Region, of the
reasons the schedule cannot be met and obtain a letter of “no objection” from
PHMSA prior to implementing the schedule change.
i) Emergency Communications: GSPC must immediately and directly notify the
appropriate public safety access point (911 emergency call center) or other emergency
management coordinating agency for the communities and jurisdictions in which the
pipeline is located when a release is indicated.
39
13) Condition 13 - Special Permit Specific Conditions
GSPC must comply with the following requirements:
a) Line-of-Sight Markers: GSPC must install and maintain line-of-sight markers on the
pipeline in each special permit segment, except in agricultural areas or large water
crossings, such as lakes, where line-of-sight signage is not practical. Line-of-sight
markers must be installed within six months of the grant of this special permit and
38 For all in-service and pressure test failures, GSPC must perform a root cause analysis, including the metallurgical examination of the failed
pipe, to determine if the failure is caused by a systemic or non-systemic issue. GSPC must provide the written results of this root cause analysis to
the Director, PHMSA Central Region, within 90 days of the failure and must submit a copy of the root cause analysis to the Director, PHMSA
Engineering and Research Division.
39 GSPC must designate the pipeline controller or the appropriate operator emergency response coordinator in its operating procedures and train
the designated individual for coordinating with emergency responders.
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replaced as necessary by GSPC within 30 days after identification of line-of-sight marker
removal.
b) Depth of Cover Survey:
i) GSPC must complete, within six months of the grant of this special permit, a depth of
cover survey for each special permit segment.
ii) GSPC must implement additional safety measures for any pipe in a special permit
segment that does not meet depth of cover requirements from 49 CFR § 192.327(a)
for a Class 1 location. A special permit segment with depth of cover less than 24
inches must be either lowered, have additional soil cover added, or have a concrete
pad installed unless it is in consolidated rock.
iii) For GSPC to use other remedial measures for depth of cover requirements that are
based upon the threat, such as increased pipeline patrols or additional line markers,
GSPC must submit these procedures to the Director, PHMSA Central Region, for a
“no objection” letter prior to usage. The Director, PHMSA Central Region, must
respond to GSPC’s submittal letter within 90 days. The Director, PHMSA Central
Region, may provide a decision, request for additional information, or notify GSPC
of PHMSA’s need for additional time to provide a decision.
c) Data Integration: GSPC must develop and maintain data integration40 in accordance
with 49 CFR § 192.917, of all special permit condition findings and remediation in
special permit segments and special permit inspection area. Data integration must be
completed at least once each calendar year, with intervals not to exceed 15 months.
i) Data integration must include but is not limited to the data listed in 49 CFR §
192.917(b)(1).41 Structures must be validated each calendar year by obtaining new
aerial imagery or by ground patrol in accordance with Condition 13(h).
ii) If requested by PHMSA, GSPC must complete and submit data integration
documentation and drawings, with four years of prior data, beginning with the second
annual report of this modified special permit.
iii) GSPC must maintain data integration as a composite of all applicable data elements
in a comparable data viewer.
d) Pipe Properties Testing: Material records supplied by GSPC demonstrated
documentation of the mechanical and chemical properties of pipe in the special permit
segments meets the wall thickness, yield strength, tensile strength, and chemical
40 Data integration is defined as the gathering of relevant pipeline attributes, operational, maintenance, environmental, and integrity information
and integrating this information together to assess threats to the pipeline and to use this information to conduct assessments and remediation for
those threats.
41 Hydrostatic test failures, in-service ruptures, rectifier readings, CP test point survey readings, AC/DC interference surveys, pipe coating
surveys, pipe coating and anomaly evaluations from pipe excavations, SCC excavations and findings, and pipe exposures from encroachments
must be maintained for data integration into a comparable data viewer. These data elements may not be on a drawing.
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composition requirements of API Standard 5L incorporated by reference into 49 CFR
Part 192.
e) Pipeline System Flow Reversals: For pipeline system flow reversals lasting longer than
90 days and where the MAOP for class location changes are exceeded under either 49
CFR §§ 192.619(a)(1) or 192.61142 in a special permit segment, GSPC must prepare a
written plan that corresponds to the applicable criteria identified in the PHMSA Advisory
Bulletin, ADB-2014-04, “Guidance for Pipeline Flow Reversals, Product Changes and
Conversion of Service” (79 FR 56121; Sept. 18, 2014). GSPC must submit the written
flow reversal procedure to the Director, PHMSA Central Region, and submit a copy of
the plan to the Federal Docket for this special permit at www.regulations.gov.
43 GSPC
must receive a “no objection” letter from the Director, PHMSA Central Region, prior to
implementing the pipeline system flow reversal through a special permit segment.
f) Environmental Assessments and Permits: GSPC must evaluate the potential
environmental consequences and affected resources of any land disturbances and water
body crossings, and pipeline natural gas emissions from implementation of the special
permit conditions for a special permit segment or special permit inspection area prior to
the disturbance or activity. If a land disturbance, water body crossing, or pipeline natural
gas emission is required, GSPC must obtain and adhere to all applicable Federal, State,
and local environmental permit requirements when conducting the special permit
conditions activity.
g) Gas Quality: GSPC must transport gas through the special permit segment whose
composition quality is suitable for sale to gas distribution customers, including no free-
flow water or hydrocarbons, no water vapor content that exceeds acceptable limits for gas
distribution customer delivery, hydrogen sulfide not to exceed one grain per 100 cubic
feet, or carbon dioxide not to exceed three percent by volume.
h) Annual Class Location Study: GSPC must conduct a class location study on the special
permit inspection area at least once each calendar year, with intervals not to exceed
15 months, in accordance with 49 CFR § 192.609.
i) Notifications: For any special permit condition that requires GSPC to provide a notice
for a “no objection” response from PHMSA, other notice, annual report, or
documentation to the Director, PHMSA Central Region, GSPC must also send a copy to
the State Agency that has interstate agent agreements with PHMSA and to the Director,
PHMSA State Programs
j) Pipe and Soil Movement: Girth weld strain from soil movement exerted onto the
pipeline in the special permit segment must not exceed 0.5 percent and must account for
girth weld misalignment. GSPC must develop procedures on how to evaluate and
remediate soil stresses and strains on the pipeline including IMU intervals. GSPC must
42 An example of exceedance of 49 CFR § 192.619(a)(1) is a Grandfathered MAOP which has a design factor above 0.72. An example of
exceedance of 49 CFR § 192.611 is a Class 1 to Class 3 location change.
43 GSPC must send a copy of the flow reversal procedure to the Director, PHMSA Engineering and Research Division.
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<<<PAGE 21>>>

submit soil stress and strain evaluation and remediation procedures to the Director,
PHMSA Central Region, within three months of identification and must receive a “no
objection” letter prior to implementation.
k) Gas Leakage Surveys and Remediation:
i) GSPC must conduct gas leakage surveys using instrumented gas leakage detection
equipment along each special permit segment and at all valves, flanges, pipeline tie-
ins, ILI launcher and ILI receiver facilities in the special permit inspection area at
least twice each calendar year, not to exceed 7½ months. GSPC must document the
type of equipment used, survey findings, and remediation of all instrumented gas
leakage surveys.
ii) A gas transmission pipeline leak is a gas leak that can be seen, heard, felt, or detected
by instrumented gas leakage detection equipment, or is an existing, probable, or
future hazard to the public, operating personnel, property, or the environment. GSPC
must grade and remediate all gas transmission pipeline leaks in the special permit
segment and at all valves, flanges, pipeline tie-ins, ILI launcher, and ILI receiver
facilities in each special permit inspection area, as follows:
(1) A Grade 1 leak requires immediate or continuous remediation efforts to stop the
leak. A Grade 1 leak is defined as any of the following:
(a) Any leak which, in the judgment of the 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 any reading where gas would
likely migrate to an outside wall of a building;
(e) Any reading of 80 percent lower explosive limit (LEL), or greater, in a
confined space;
(f) Any reading of 80 percent 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 public, property, or environment.
(2) A Grade 2 leak requires remediation activity to be completed within 30 days or
must have continuous remediation efforts to stop the leak. A Grade 2 leak is
defined as any of the following:
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<<<PAGE 22>>>

(a) Any leak which, under frozen or other adverse soil conditions, would likely
migrate to the outside wall of a building;
(b) Any reading of 40 percent LEL, or greater, under a sidewalk in a wall-to-wall
paved area that does not qualify as a Grade 1 leak;
(c) Any reading of 100 percent 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;
(d) Any reading less than 80 percent LEL in small substructures (other than gas
associated substructures) from which gas would likely migrate creating a
probable future hazard;
(e) Any reading between 20 percent LEL and 80 percent LEL in a confined
space;
(f) Any reading on a pipeline operating at 30 percent SMYS or greater, in a Class
3 or Class 4 location, which does not qualify as a Grade 1 leak;
(g) Any reading of 80 percent LEL, or greater, in gas associated substructures; or
(h) Any leak which, in the judgement of operating personnel at the scene, is of
sufficient magnitude to justify schedule repair.
(3) A Grade 3 leak must be reevaluated at the next scheduled survey, or within
7½ months of the date discovered, whichever occurs first, until the leak is cleared,
re-graded, or remediated. Remediation of Grade 3 leaks must be completed within
24 months of discovery of the leak. A Grade 3 leak is defined as any of the
following:
(a) Any reading of less than 80 percent LEL in small gas associated structures;
(b) Any reading in areas without wall-to-wall paving where it is unlikely the gas
could migrate to the outside wall of a building; or
(c) Any reading of less than 20 percent LEL in a confined space.
iii) When a pressure limiting device or relief valve allows a gas release to the atmosphere
that is located along the special permit inspection area, GSPC must conduct an O&M
procedure assessment of the pilot, springs, pressure gauges, and other pressure
limiting equipment to ensure that these items are properly functioning, sensing, and
retaining set pressures. If a pressure limiting device or relief valve deficiency cannot
be remediated, the pressure limiting device or relief valve must be replaced or
continuously monitored until remediated. GSPC cannot extend or change any
remediation timing or continuous monitoring requirements in this paragraph without a
“no objection” letter received by GSPC from the Director, PHMSA Central Region.
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<<<PAGE 23>>>

iv) GSPC may request an extension of the remediation time interval requirements by
sending a request to the Director, PHMSA Central Region, but must receive a “no
objection” letter from the Director, PHMSA Central Region, prior to extending the
leak remediation timing or continuous monitoring requirements in Condition 13(k).
44
l) Right-of-Way Patrols: In addition to the requirements of 49 CFR § 192.705, GSPC
must perform right-of-way patrols as follows:
i) Aerial flyover patrols or ground patrols by walking or driving of a special permit
segment right-of-way once each month, not to exceed 45 days, contingent on weather
conditions. Should mechanical availability of the patrol aircraft or weather conditions
become an extended issue, the special permit segment pipeline aerial flyover patrol
must be completed within 60 days of the last patrol by other methods such as walking
or driving the pipeline route, as feasible.
ii) If the schedule for either ground patrols or aerial flyover patrols cannot be met due to
circumstances beyond GSPC’s control, GSPC must notify the Director, PHMSA
Central Region, in writing of the reasons the schedule cannot be met and obtain a
letter of “no objection” within three business days of the exceedance.
m) Minimization of Gas Released:
i) GSPC must reduce the release of gas when replacing any pipe between the mainline
isolating valves for a special permit segment. GSPC must use one or more of
following methods that will reduce the safety risks of methane (gas) being released.
GSPC must calculate the volume of natural gas that will be released by each method
or combination of methods and proceed with minimal release of gas consistent with
pipeline safety.
45
1) Isolate a smaller pipeline segment length by use of valves and/or the installation
of control fittings near the pipe being replaced;
2) Flaring the gas released from the pipeline from the nearest isolation valves or
control fittings from the pipe being replaced;
3) Pressure reduction in the pipeline segment by use of inline compression;
4) Pressure reduction by use of mobile compression from the nearest isolation valves
from the pipe being replaced;
5) Transfer the gas to a lower pressure pipeline system or segment from the nearest
isolation valves nearest to the pipe being replaced such as through a lateral
delivering gas to another pipeline facility; or
44 Any GSPC request for a time interval extension for a 24-month remediation interval must be 90 days prior to the end of the 24-month
remediation interval.
45 Condition 13(m) would not be required for a blowdown due to an immediate repair, as detailed in Condition 8 – Anomaly Evaluation and
Remediation, or where immediate action is required to ensure public safety.
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<<<PAGE 24>>>

6) An alternative method demonstrated to minimize the release of gas to the
environment similar to the other methods listed in the methods (1) through (5)
above.
ii) GSPC must document the determination and justification for the reduction method(s)
implemented and how the method(s) used minimized the release of natural gas to the
environment and was consistent with pipeline safety. GSPC must also document and
justify, any substantial difference (over 10 percent additional release) between the
actual amount of natural gas released and the estimated volume calculated before the
replacement.
iii) GSPC must report all mainline blowdowns between the mainline isolating valves for
a special permit segment due to pipe replacement as detailed in the Condition 15 –
Annual Report.
14) Condition 14 – Field Activity Notices to PHMSA
GSPC must give a minimum 14-day notice to the Director, PHMSA Central Region, to
enable PHMSA to observe the excavations relating to Condition 8 – Anomaly Evaluation
and Remediation and Condition 13(d) – Pipe Properties Testing of field activities in the
special permit inspection area. Immediate response conditions do not require 14-day notice,
but GSPC should notify the Director, PHMSA Central Region, no later than two business
days after the immediate condition is discovered. The Director, PHMSA Central Region,
may elect not to require a notification for some activities.
15) Condition 15 – Annual Report
Annually,
46 after the grant of this special permit, GSPC must report the following to the
Director, PHMSA Central Region, with copies to the Director, PHMSA Engineering and
Research Division:47
a) The number of new residences, other structures intended for human occupancy, and
public gathering areas built within each special permit segment during the previous year.
GSPC must include a summary of the results of the study conducted to meet Condition
13(h) – Annual Class Location Study in the annual report.
b) Any new integrity threats identified during the previous year and the results of any ILI or
direct assessments performed (including any un-remediated anomalies over 30 percent
wall loss; cracking found in the pipe body, weld seam, or girth welds; and dents with
metal loss, cracking, or stress riser) and any soil movement (lateral or subsidence) that
affects pipeline integrity48 during the previous year in the special permit inspection area,
46 PHMSA must receive the annual report by the last day of the month in which the special permit is dated. For example, the annual report for a
special permit dated January 21, 2020 must be received by PHMSA no later than January 31 each year beginning in 2021.
47 GSPC must post the annual report to the special permit docket PHMSA-2023-0126 at www.regulations.gov.
48 GSPC must develop and implement an O&M procedure to review soil movements that could damage the special permit segment on a periodic
interval so the lateral stresses will not exceed 100 percent of SMYS (0.5 percent strain) on girth welds.
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<<<PAGE 25>>>

including their survey station, predicted failure pressure, anomaly depth and length, class
location, and whether these threats are in an HCA.
c) Any reportable incident, any leak normally indicated on the DOT Annual Report, and all
repairs on the pipeline that occurred during the previous year in a special permit
inspection area. GSPC must include the location by mile post, County/parish, and State,
the date of discovery, date of repair, and estimated gas loss (cubic feet) per day and in
total for any Grade 1, 2, or 3 gas leaks as described in Condition 13(k) – Gas Leakage
Surveys and Remediation.
d) Any ongoing damage prevention initiatives affecting the special permit inspection area
and a discussion of the success of the initiatives, including findings and remediation
actions.
e) GSPC must submit annual data integration information, as required in Condition 13(c) –
Data Integration, beginning with the second annual report, which must include an
annual overview of any new threats. If requested by PHMSA, GSPC must submit a full
information package of the requested pipeline attribute and integrity items outlined in the
condition.
f) Any emergency events that cause closure of mainline valves, including the location
(County, State, and mile post) of valves and closure times.
g) GSPC must report the diameter and location of the lateral, if any lateral or crossover
piping is not included in Table 4 – Valves and Lateral Locations with Isolation
Methods or installed between isolation valves for a special permit segment.
h) GSPC must report all mainline blowdowns between the mainline isolating valves for a
special permit segment due to pipe replacement which includes the date of blowdown,
location (milepost/stationing), and the amount of gas released to comply with Condition
13(m) – Minimization of Gas Released to the Environment.
i) Any mergers, acquisitions, transfer of assets, or other events affecting the regulatory
responsibility of the company operating the pipeline.
j) A senior executive officer, vice president, or higher executive of GSPC must review for
accuracy, date, and sign the annual report prior to posting it to the Federal Docket
(PHMSA-2023-0126) at www.regulations.gov and submitting a copy to the Director,
PHMSA Central Region, and the Director, PHMSA Engineering and Research Division.
k) GSPC must schedule a review meeting regarding Condition 15 – Annual Report with
the Director, PHMSA Central Region, prior to or within one month of the filing of each
year.49 During the annual review meeting, GSPC must review the status of implementing
the special permit conditions with the Director, PHMSA Central Region.
49 The Director, PHMSA Central Region, has the authority to waive this meeting.
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<<<PAGE 26>>>

16) Condition 16 – Documentation
GSPC must maintain the following records for the special permit segments as follows:
a) GSPC must keep documentation of compliance with all conditions of this special permit
for the life of the pipe.
b) Documentation of the mechanical and chemical properties (e.g., mill test reports) that
show the pipe in a special permit segment meets the wall thickness, yield strength, tensile
strength, and chemical composition requirements of API Standard 5L, 5LX or 5LS,
“Specification for Line Pipe” (API 5L) incorporated by reference into the 49 CFR Part
192 code at the time of manufacturing, or, if the pipe was manufactured and placed in-
service prior to the inception of 49 CFR Part 192, the API 5L standard in use at that time.
17) Condition 17 – Extension of the Special Permit Segment
PHMSA may extend a special permit segment to include contiguous segments up to the
limits of the special permit inspection area pursuant to GSPC implementing the following
conditions:
a) Within six months after the Class 1 to Class 3 location change, GSPC must provide
notice to the Director, PHMSA Central Region, and Director, PHMSA Engineering and
Research Division, of the request for a special permit segment extension.
i) The notice must include the special permit segment extension survey stations, mile
posts, additional pipeline footage, pipe attributes (wall thickness, grade, seam type,
external coating, and latest pressure test), predicted failure pressure of any anomalies
over 30 percent wall loss, schedule of inspections, and of any anticipated remedial
actions.
ii) GSPC must update the final environmental assessment (FEA) to reflect the special
permit segment extension and the FEA section titled, “Affected Resources and
Environmental Consequences” as necessary. GSPC must submit the updated FEA
with its request for an extension to PHMSA for review and consideration.
iii) Any request for a special permit segment extension does not become effective until
GSPC receives a “no objection” response from the Director, PHMSA Engineering
and Research Division.
b) Any proposed special permit segment extension must meet the following requirements
prior to the class location change or within 12 months of the class location change:
i) GSPC must remediate all anomalies in accordance with Condition 8 – Anomaly
Evaluation and Remediation;
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<<<PAGE 27>>>

ii) GSPC must have hydrostatically tested50 the special permit segment and extension in
accordance with Condition 1 – Maximum Allowable Operating Pressure, as
applicable; and
iii) GSPC must complete all required special permit conditions, except Condition 17(b)
above, for each special permit segment extension within two years of the Class 1 to
Class 3 location change, unless specified otherwise.
c) GSPC must apply all the special permit conditions and limitations included herein to all
future special permit segment extensions.
18) Condition 18 – Certification
GSPC must meet the following conditions for certification:
a) A senior executive officer, vice president, or higher executive of GSPC must certify in
writing the following:
i) Each special permit inspection area and special permit segment meet the conditions
described in this special permit;
ii) GSPC has updated its O&M, IMP, and DP procedures required by Condition 2 –
Procedure Updates to require the implementation of the special permit conditions
for each special permit segment and special permit inspection area; and
iii) GSPC has implemented all conditions as required by this special permit.
b) GSPC must send the certifications required in Condition 18(a), with special permit
condition status, completion date, compliance documentation summary, and the required
senior executive signature and date of signature to the PHMSA Associate Administrator
for Pipeline Safety with copies to the Director, PHMSA Central Region; the Director,
PHMSA Engineering and Research Division; and the Federal Register Docket (PHMSA-
2023-0126) at www.regulations.gov within one year of the issuance date of this special
permit.
IV. Limitations
This special permit is subject to the limitations set forth in 49 CFR § 190.341, as well as the
following limitations:
50 For all in-service and pressure test failures, GSPC must perform a root cause analysis, including the metallurgical examination of the failed
pipe, to determine if the failure is caused by a systemic or non-systemic issue. GSPC must provide the written results of this root cause analysis to
the Director, PHMSA Central Region, within 90 days of the failure and must submit a copy of the root cause analysis to the Director, PHMSA
Engineering and Research Division.
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<<<PAGE 28>>>

1) PHMSA has the sole authority to make all determinations on whether GSPC has complied
with the specified conditions of this special permit. Failure to comply with any condition of
this special permit may result in revocation of the permit.
2) Any work plans and associated schedules for a special permit segment and special permit
inspection area are automatically incorporated into this special permit and are enforceable
in the same manner.
3) Failure by GSPC to submit the certifications required by Condition 18 – Certification
within the time frames specified may result in revocation of this special permit.
4) As provided in 49 CFR § 190.341, PHMSA may issue an enforcement action for failure to
comply with this special permit. The terms and conditions of any corrective action order,
compliance order, or other order applicable to a pipeline facility covered by this special
permit will take precedence over the terms of this special permit.
5) If GSPC sells, merges, transfers, or otherwise disposes of all or part of the assets known as a
special permit segment or special permit inspection area, GSPC must provide PHMSA with
written notice of the change within 30 days of the consummation date.
6) PHMSA reserves the right to revoke, suspend, or modify the special permit if a material
change occurs in conditions or circumstances underlying the permit.
7) PHMSA grants this special permit limited to a term of no more than 10 years from the date
of issuance. If GSPC elects to seek renewal of this special permit, GSPC must submit its
renewal request at least 180 days prior to expiration of the 10-year period to the PHMSA
Associate Administrator for Pipeline Safety with copies to the Director, PHMSA Central
Region, and to the Director, PHMSA Engineering and Research Division. All requests for a
renewal must include a summary report in accordance with the requirements in Condition
15 – Annual Report above and must demonstrate that the special permit is still consistent
with pipeline safety. PHMSA may seek additional information from GSPC prior to granting
any request for special permit renewal.
AUTHORITY: 49 U.S.C. § 60118 (c)(1) and 49 CFR § 1.97.
Issued in Washington, D.C. on September 2, 2025.
Linda Daugherty
Acting Associate Administrator for Pipeline Safety
PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Special Permit – Class 1 to Class 3 Location – Grayson County, Texas
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<<<PAGE 29>>>

Appendix A – Tables
Table 3 – Dent Criteria
Dent type Critical Dents that Require Action ECA an
Option
Plain Dent
Dent of depth > 6 percent outside diameter (OD) or dent strain
level exceeding:
i. Dent with strain > 6 percent limit (ASME B31.8, 2018
Edition)
or
ii. Strain limit damage (SLD) or ductile failure damage
indicator (DFDI) > 0.6 (per API RP 1183, 1st Edition,
2020)
YES
Dent Associated with
Corrosion**
i. Dent depth of > 6 percent OD with corrosion of any depth
or
ii. Dent of depth ≤ 6 percent OD with corrosion depth that is
more than 15 percent of the pipe wall thickness
YES
Dent Associated with
Metal Loss other than
Corrosion**
Dent associated with metal loss other than corrosion: gouge,
axial or circumferential groove, SCC, fatigue cracks, and/or
other cracks
YES
Dent Affecting Weld
(Girth Weld,
Longitudinal Seam
Weld)
Dent of depth > 2 percent OD affecting other types of weld
seams, see above, or girth welds with strain level exceeding 4
percent (ASME B31.8, 2018 Edition)
YES
Skewed and/or
Multiple Dent Peaks
Any complex dent geometry identified by GSPC or ILI vendor,
such as skewed dent, two or multi-peak deformations YES
** Corrosion failure pressure with safety factor must meet the MAOP requirements in
Condition 7 – Anomaly Evaluation and Remediation.
Note: GSPC may use 49 CFR Part 192 compliant dent remediation procedures for the
evaluation and remediation of a dent ≤ 6 percent OD, with a corrosion depth < 15 percent
of the pipe wall, and corrosion failure pressure with safety factor that meets the MAOP
requirements in Condition 7 – Anomaly Evaluation and Remediation.
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<<<PAGE 30>>>

Table 4 – Valves and Lateral Locations with Isolations Methods
Required Valve
Valve/
Nominal
Special Permit
Segment Nos. Valve Automation
Automation
Stationing Type
Lateral Name
Diameter
Methodology
(if applicable)
(inches)
Methodology for
Special Permit51
0+00 Valve 298734 12 OPEN RCV
Upstream
0+00 Valve to pig launcher 298733 16 CLOSED CLOSED
461+03 Upstream mainline valve 298737 16 OPEN RCV
1,
2 (starts at 728+40)
778+98 Downstream mainline valve of 1
Mid segment valve of 2 291086 16 OPEN RCV
779+36 Receipt 291089 12 CLOSED CLOSED
2 (ends at 803+12)
871+73 Valve to pig receiver 291091 16 CLOSED CLOSED
871+73 Downstream mainline valve 291096 12 OPEN RCV
51 Any isolation valve that is not an RCV or check valve must be blinded or closed. Isolation valve(s) shown as CLOSED, when opened, must be manned by GSPC personnel. Condition 12 – Mainline Valve
– Monitoring and Remote Control for Ruptures is applicable to all crossover valves, valve spacing, and lateral tie-ins.PHMSA-2023-0126 – Gulf South Pipeline Company, LLC Page 30 of 33
Special Permit – Class 1 to Class 3 Location – Grayson County, Texas

<<<PAGE 31>>>

Appendix B – Special Permit Segments and Inspection Area Route Maps
Appendix B-1 Special Permit Inspection Area
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<<<PAGE 32>>>

Appendix B-2 – Special Permit Segments
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<<<PAGE 33>>>

Final Page of the Special Permit with Conditions
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<<<PAGE 1>>>

U.S. DEPARTMENT OF TRANSPORTATION
PIPELINE AND HAZARDOUS MATERIALS SAFETY
ADMINISTRATION
Special Permit Analysis and Findings
Class 1 to Class 3 Location
Special Permit Information:
Docket Number: PHMSA-2023-0126
Requested By: Gulf South Pipeline Company, LLC
Operator ID#: 31728
Date Requested: November 15, 2023
Issuance Date: September 2, 2025
Code Sections: 49 CFR §§ 192.611(a) and (d) and 192.619(a)
Purpose:
The Pipeline and Hazardous Materials Safety Administration (PHMSA), Office of Pipeline
Safety (OPS),1 prepared this document to support the decision on the special permit application
submitted by Gulf South Pipeline Company, LLC (GSPC)2 in the above-captioned proceeding.
It discusses the relevant public comments received with respect to the application; presents the
engineering and safety analysis of the special permit application; and makes findings regarding
whether the requested special permit should be granted, and—if so—under what conditions.
GSPC requested that PHMSA waive compliance from the 49 Code of Federal Regulations (CFR)
§§ 192.611(a) and (d) and 192.619(a) for two natural gas transmission pipeline segments that
experienced a change in class location from Class 1 to Class 3 due to an increase in population
density.
3
1 Throughout this special permit, the usage of “PHMSA” or “PHMSA OPS” means the U.S. Department of Transportation’s Pipeline and
Hazardous Materials Safety Administration Office of Pipeline Safety.
2 Gulf South Pipeline Company, LLC is owned by Boardwalk Pipelines, LP.
3 As of the Issuance Date Special Permit Segment 1 is in a Class 1 location. GSPC applied to have Special Permit Segment 1 included in this
special permit in anticipation of a class location change to Class 3 upon completion of Austin College’s planned development.
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 1 of 13

<<<PAGE 2>>>

Pipeline System Affected:
GSPC requested a waiver from the class location change requirements in 49 CFR §§ 192.611(a)
and (d) and 192.619(a) for approximately 2.28 miles of the 16-inch diameter Index 819-10
Pipeline located in Greyson County, Texas.
Pipe specifications, including outside diameter, year installed, seam type, coating type, pipe
grade, wall thickness, maximum allowable operating pressure (MAOP), minimum pressure test
pressure, and ratio of minimum test pressure to MAOP, are detailed in Table 1 – Pipe
Specifications by Line Name.
Table 1 – Pipe Specifications by Line Name
Ratio of
Outside
Wall
Min. Test
Line
Year
Diameter
Name
Installed
Seam
Type MAOP
Test
Coating Type Grade
Thickness
Pressure
(psig)
Pressure to
(inches)
(inches)
(psig)
MAOP
Index
819-10 16 2014
HF-
ERW,
SMLS
Fusion Bonded Epoxy X60 0.25 1350 1897 1.41
Note: HF-ERW is a high-frequency electric resistance welded pipe longitudinal seam.
SMLS is a seamless longitudinal seam.
Without this special permit, 49 CFR § 192.611(a) would require GSPC to replace the special
permit segments with stronger pipe or reduce the pipeline MAOP for a Class 1 to Class 3
location change.
Special Permit Request:
On November 15, 2023, GSPC applied to PHMSA for a special permit seeking relief from
49 CFR §§ 192.611(a) and (d) and 192.619(a) for the below-listed special permit segments.
These segments experienced a class location change from the original Class 1 to a Class 3 on the
16-inch diameter Index 819-10 Pipeline located in Greyson County, Texas.
GSPC’s special permit applies to the special permit segments and special permit inspection area
as described and defined below using the GSPC mile post (MP) and survey station (SS)
references:
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 2 of 13

<<<PAGE 3>>>

Special Permit Segment:
This special permit applies to the special permit segments in Table 2 – Special Permit
Segments.
Table 2 – Special Permit Segments
Special
Start
End
Pressure
Material
Outside
Permit
Line
Diameter
Name
Length
(feet)
Survey
Station
Survey
Station
County or
Parish,
No.
Year
Seam
MAOP
Test
Properties
Segment
Number
Dwellings
Installed
Type
(psig)4
Condition
Condition
(inches)
State
(SS)
(SS)
1(b) Met
13(d) Met
1 16 Index
819-10 4580 585+22 631+32 Grayson 0 2014 HF –
ERW, 1350 Yes Yes
2 16 Index
819-10 7472 728+40 803+12 Grayson 240 2013,
2014
HF –
ERW,
SMLS
1350 Yes Yes
Special Permit Inspection Area:
The special permit inspection area is defined as the area that extends 220 yards on each side of
the centerline as listed in Table 3 – Special Permit Inspection Area.
Table 3 – Special Permit Inspection Area
Special
Special Permit
Outside
Permit
Inspection
Diameter
Line Name
Start Survey
Station
End Survey
Station
Length
(miles)
Area Number
Segment(s)
Included
(inches)
(SS)
(SS)
1 1, 2 16 Index 819-10 0+00 871+73 16.53
Public Notice:
PHMSA published the special permit request in the Federal Register (89 FR 72152) for a 30-day
public comment period from September 4, 2024, through October 4, 2024. The special permit
application from GSPC, draft environmental assessment, and draft special permit conditions
were available in Docket No. PHMSA-2023-0126 at www.regulations.gov for public review.
PHMSA received three public comments. The Pipeline Safety Trust (PST) asked PHMSA to
examine the two topics in its comments. The two anonymous commenters asked PHMSA to
examine several additional topics. PHMSA addresses each of these comments below:
• PST Topic One: PST expressed concern with the level of detail in the maps provided
from GSPC and encouraged PHMSA to include an additional condition explicitly
requiring that GSPC notify the public of the change in operation as outlined in 49 CFR
§ 192.616(e).
PHMSA Response: The maps showed the pipeline right of way at a scale of one inch equal
to 2,000 feet, allowing adequate depiction of buildings located near the pipeline right-of-way.
Dwelling count included in special permit documents reflects the dwelling count at the time
4 Pressure tests were conducted after July 1, 1965; see 49 CFR § 192.619(a)(3) for applicability.
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 3 of 13

<<<PAGE 4>>>

the application was processed, however GSPC anticipated future construction that will
increase population density in the special permit segments to Class 3. Much of the projected
construction is not yet built and therefore is not depicted on the map or current Google Map
satellite images. The special permit as granted will not change the operation of the Index
819-10 pipeline but does include increased patrolling and emergency communications to
protect public safety. The special permit does not excuse GSPC from full compliance with
49 CFR § 192.616, but subsection (e) does not require the operator to notify the public of the
continuing use of current MAOP.
• PST Topic Two: PST stated that GSPC did not provide an adequate justification or
describe the unique operational circumstance that would make a special permit
appropriate.
PHMSA Response: Through the issuance of Federal Register Notice, “Pipeline Safety:
Development of Class Location Change Waiver Criteria” (69 FR 38948; June 29, 2004),
PHMSA described the unique circumstances under which it would allow special permit
submittals to be considered for class changes. The Federal Register Notice has criteria that
PHMSA uses to determine the suitability of a special permit segment to be considered
(Attachment A – Segment Integrity Information and Attachment B – Special Permit Criteria).
GSPC submitted these attachments for this special permit request, which have been posted to
Docket No. PHMSA-2023-0126. PHMSA reviewed the attachments and used the
information provided in determining the special permit conditions.
In addition, two anonymous comments asked PHMSA to examine several topics:
• Anonymous Topic One: The anonymous commenter stated the draft environmental
assessment (DEA) did not evaluate the measures in-place and to be implemented for
pipeline failure or rupture situations to protect the public in areas: 1) where there will be
more than 46 people; 2) where emergency responders are housed; and 3) where
emergency communications are located.
PHMSA Response: PHMSA requires operators to have a public awareness plan that follows
the general program recommendations of American Petroleum Institute (API) RP 1162 and
assesses the unique attributes and characteristics of the operator’s pipeline and facilities. 49
CFR § 192.616(b). PHMSA also requires gas transmission line operators to have detailed
plans for handling abnormal operations and responding to emergencies. 49 CFR §§
192.605(c), (e), 192.615. This special permit does not waive or modify GSPC’s obligation to
satisfy these requirements, which provide adequate protection for the areas identified by the
anonymous commenter.
• Anonymous Topic Two: The anonymous commenter stated that the DEA did not
evaluate the consequences of the requested special permit segments effect on structures,
emergency management, and occupancy by people for the “Globitech Semi-Conductor
Factory” (1,500 employees), apartments (240 dwellings), Sherman Police Headquarters
(has overall safety communications and may have prisoners), and Sherman Fire Station
No. 4.
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 4 of 13

<<<PAGE 5>>>

PHMSA Response: As part of its public awareness program, GSPC works with local, State,
and Federal agencies in the event of an emergency to ensure the safety of the public, affected
stakeholders, and the environment. Public awareness mailers are sent to all populations living
or working near the pipeline, as well as emergency responders. A map included in the Final
Environment Assessment (Attachment B-2 – Anticipated Class Changes) shows the
Globitech Semi-Conductor Factory, and a 240-unit apartment complex were accounted for in
the GSPC’s class location study. This special permit does not waive or modify GSPC’s
obligation to implement its public awareness program, which provides adequate protection
for the areas identified by the anonymous commenter.
• Anonymous Topic Three: The anonymous commenter asked how evacuation activities
will be handled should the pipeline leak or rupture and noted the potential impact radius
(PIR) is 406 feet based upon 49 CFR § 192.903. The commenter further inquired whether
the PIR is based upon giving people 30 seconds to identify and leave the PIR, and
whether that is enough time to evacuate the area.
PHMSA Response: Condition 12 of the special permit requires remotely monitored and
operable valves to shut in pipeline segments quickly and minimize the volume of product
released in the event of an emergency. PIR calculates the distance a potential pipeline failure
could have significant impact on people or property and is not associated with any evacuation
time. The National Transportation Safety Board (NTSB) Pipeline Incident Report
NTSB/PIR-22/02 stated that “PHMSA’s PIR model assumes a 1 percent chance of mortality
for a person with 30 seconds of exposure to find shelter.” The conditions of this special
permit are designed to safeguard against a release occurring and reduce any risks to
structures within the PIR.
• Anonymous Topic Four: The anonymous commenter stated the NTSB has questioned
the usage and effectiveness of the PIR calculation in 49 CFR § 192.903. The anonymous
commenter also asked whether PHMSA has reviewed and updated the PIR definition or
calculations to better communicate its meaning to the public and emergency responders.
PHMSA Response: NTSB Safety Recommendation P-22-001 recommended revision of the
PIR calculation methodology. In response to NTSB’s recommendation, PHMSA established
a team to review the current calculation methodology. PHMSA also held a public meeting in
Houston, Texas in December 2022, during which PHMSA presented an overview of NTSB’s
report and discussed NTSB Recommendation P-22-001..5 The status of P-22-001 is open,
and NTSB has rated PHMSA’s response as acceptable.6 Gas transmission line operators are
required to comply with the provisions in 49 CFR § 192.903 in determining the PIR of
covered segments.
• Anonymous Topic Five: The anonymous commenter pointed out that the pipeline
special permit segment may parallel a high voltage power line. If so, the commenter
inquired what has been implemented to maintain pipeline safety.
5 PHMSA public meeting information is archived on PHMSA’s web site, https://primis-meetings-stage.phmsa.dot.gov.
6 https://data.ntsb.gov/carol-main-public/sr-details/P-22-001
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 5 of 13

<<<PAGE 6>>>

PHMSA Response: Condition 11 of the special permit requires monitoring and mitigating
the effects of interference currents from electric transmission lines.
• Anonymous Topic Six: The anonymous commenter stated that as of September 30,
2024, there were no public or local government responses to this special permit request.
The commenter went on to inquire whether this public notification process was working
as intended; and whether PHMSA is requiring GSPC to send out notices of the process to
the public and local government agencies within the pipeline PIR, and if not, why.
PHMSA Response: PHMSA published a notice in the Federal Register advising the public
of the availability and opportunity to comment on the special permit application, DEA, and
draft special permit conditions.
• Anonymous Topic Seven: The anonymous commenter stated that Part 192 requires
pipelines in a Class 3 location to be over 40 percent stronger (thicker wall pipe and/or
high steel grade). The commenter asked how usage of a special permit can be as safe as
modern pipe, which is stronger that the older pipe, and modern Class 3 construction
techniques.
PHMSA Response: The Index 819-10 Pipeline is a modern pipeline constructed in 2013 and
2014, and the enhanced integrity management (IM) practices to be implemented in the
special permit segments are designed to provide an equivalent level of safety. The conditions
of the special permit require the operator to apply IM to the entire pipeline and require
additional conditions to be applied to the special permit segments that are more stringent
than the requirements of the Federal pipeline safety regulations.
• Anonymous Topic Eight – The anonymous commenter stated that PHMSA’s
enforcement database indicates that GSPC has a history of past IM and corrosion control
violations. The commenter provided the following examples of enforcement against
GSPC: 1) Part 192, Subpart O, Integrity Management; 2) corrosion control; and 3)
installation of Type A and B sleeves in Mississippi, Louisiana, and Texas, on Line Index
129 (717 sleeves were evaluated/remediated for improper installation) and Line 130 (686
sleeves were evaluated/remediated for improper installation). See CPF No. 2-2025-1001S
dated July 23, 2015, on the PHMSA enforcement web site.
PHMSA Response: PHMSA reviews the past performance of pipeline operators when
evaluating whether to grant a special permit. PHMSA completed the review of past
enforcement history with a summary of data considered included in this Special Permit
Analysis and Findings document under Past Enforcement History – January 1, 2014,
through October 31, 2024. PHMSA has determined that GSPC’s enforcement history does
not provide a basis for denying this special permit.
• Anonymous Topic Nine: The anonymous commenter asked why dents in “Attachment A
– Dent Anomalies – Engineering Critical Assessment” of the proposed special permit
conditions are allowed to be remediated. The commenter pointed to 49 CFR
§ 192.309(b), which the commenter stated requires dents over two percent of the pipe
nominal diameter to be repaired or remediated during pipeline construction. The
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 6 of 13

<<<PAGE 7>>>

commenter then asked when this pipeline was constructed and whether it followed the
Code.
PHMSA Response: The special permit conditions do not waive the repair criteria required
by the code in 49 CFR §§ 192.309(a). The table shown in Attachment A – Dent Anomalies –
Engineering Critical Assessment applies additional remediation criteria for dents above what
is already required by the code. In-line inspection (ILI) data from a 2024 tool run using axial
magnetic flux leakage, inertial mapping unit, and deformation tools indicated the pipeline
does not have any dents greater than two percent of the pipe nominal diameter. The pipeline
was originally constructed in 2013 and 2014, in accordance with applicable Code
requirements. Dents can occur during construction but also as a result of third-party damage
after construction. This special permit will require GSPC to inspect the line for metal loss
and dents using ILI tools.
• Anonymous Topic Ten: The anonymous commenter asked whether the proposed special
permit – “Attachment A – Dent Anomalies – Engineering Critical Assessment” – allows
the usage of API RP 1183 – (industry dent review document), which the commenter
characterized as “a flawed (not reliable) technical document developed by the pipeline
industry.” The commenter also asked whether API RP 1183 is being rewritten. If so, the
commenter further inquired why “Attachment A – Dent Anomalies – Engineering
Critical Assessment” is being allowed in the proposed special permit, whether 49 CFR §
192.309(b) requires dents over two percent of the pipe diameter to be removed or
remediated for a pipeline constructed in the 2000s, and—if so—why a dent procedure is
required in the special permit.
PHMSA Response: Dents can be a result of third-party damage and can occur after
construction. The special permit requires anomalies, including dents, to be analyzed and
remediated as required by 49 CFR §§ 192.712 and 192.933, the requirements of Condition 8,
and Appendix A – Table 3 – Dent Criteria. Table 3 requires action on plain dents if their
strain limit damage or ductile failure damage indicator, calculated as defined in API RP
1183, are greater than 0.6. The API RP 1183 standard is not incorporated by reference into
the Federal pipeline safety regulations.
• Anonymous Topic Eleven: The anonymous commenter asked whether the maps for the
proposed special permit PHMSA-2023-0126 are correct. The commenter stated that the
maps seem to lack identification of highways, interstates, office buildings, police
buildings, fire station, and apartments around this pipeline. Therefore, the commenter
asked why all affected structures were not shown on the maps.
PHMSA Response: The maps provided are correct and were only intended to show a high-
level view of the pipeline route. Further information may be obtained from publicly available
maps, including PHMSA’s National Pipeline Mapping System (NPMS).
• Anonymous Topic Twelve: The anonymous commenter asked whether landowners and
local public officials (within the potential impact area) were notified by a GSPC mail-out
of this special permit request. If so, the commenter further inquired whether the local
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 7 of 13

<<<PAGE 8>>>

landowners and public officials had any concerns. If a public mail-out was not conducted,
the commenter wanted to know why.
PHMSA Response: PHMSA published a notice in the Federal Register advising the public
of the availability and opportunity to comment on the special permit application, DEA, and
draft special permit conditions..
• Anonymous Topic Thirteen: The anonymous commenter pointed to 49 CFR
§ 192.616(e) – Public Awareness – which requires the public to be advised of pipeline
operations. The commenter asked whether GSPC would need to notify the public about
the special permit and send out this notice to the public through a mail-out program
similar to requirements of 49 CFR § 192.616.
PHMSA Response: No new facilities would be constructed as part of the special permit.
Mailings are already conducted in accordance with 49 CFR § 192.616, and no additional
mailings are required because of the special permit application.
• Anonymous Topic Fourteen: The anonymous commenter noted that GSPC information
documents to meet 49 CFR § 190.341(c) - (2)(iv), (4), (5), and (6) are not listed for
public review at www.regulations.gov. The commenter stated that these Code sections
require information or a listing/description/remediation of: 1) any anomalies, dents,
corrosion, or inadequate soil cover; 2) how a factory, government building, police
building, fire station, business, or apartment complex can be evacuated; (3) how people
have been and will be notified and educated to recognize a gas leak or rupture and what
to do for personnel safety. The commenter also stated that not all of this information was
provided for public review.
PHMSA Response: The information required by the referenced citations were, in some
cases, inconsistent with the commenter’s descriptions; however, GSPC provided all required
information required by 49 CFR § 192.341(c) in its special permit application. PHMSA is
required by 49 CFR § 190.341(d)(1) to publish documents relating to the special permit
application for public inspection, to the extent that such documents do not include
information exempt from public disclosure, such as confidential commercial information.
Therefore, not all the material PHMSA receives from an operator is required to be uploaded
to the Federal Register.
Analysis:
Background: On June 29, 2004, PHMSA published in the Federal Register (89 FR 72152) the
criteria it uses for the consideration of applications for class location change waivers, now being
granted or denied through a special permit. First, certain threshold requirements should be met
on a pipeline special permit segment for a class location change special permit to be granted.
Second, the age and manufacturing process of the pipe; system design and construction;
environmental, operating and maintenance histories; and IM program elements are evaluated as
significant criteria. These significant criteria are presented in matrix form and can be reviewed in
the Federal Docket Management System, Docket No. PHMSA-RSPA-2004-17401. Third,
special permits will only be granted when pipe conditions and active IM provide a level of safety
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 8 of 13

<<<PAGE 9>>>

greater than or equal to a pipe replacement or pressure reduction. The operator’s Federal pipeline
safety regulation compliance history is also evaluated as part of the criteria matrix for
acceptability prior to issuance of a special permit.
Threshold Requirements: Each of the threshold requirements published by PHMSA in the June
29, 2004 Federal Register notice is discussed below regarding the GSPC special permit request.
1) No pipeline segments in a class location changing to Class 4 location will be considered.
• This special permit request is for two special permit segments where a change has
occurred, or is anticipated to occur, from a Class 1 location to a Class 3 location.
• GSPC meets this requirement.
2) No bare pipe will be considered.
• The special permit segments are externally coated with fusion bonded epoxy.
• GSPC meets this requirement.
3) No pipe containing wrinkle bends will be considered.
• There are no reported wrinkle bends in the special permit segments.
• GSPC meets this requirement.
4) No pipe segments operating above 72 percent of the specified minimum yield strength
(SMYS) will be considered for a Class 3 special permit:
• The special permit segments operate at or below 72 percent SMYS.
• GSPC meets this requirement.
5) Records must be produced that show a hydrostatic test to at least 1.25 time the MAOP. The
records should include test pressure, year of the test, test duration, and pressure test percent
of MAOP for each pipeline.
• GSPC has provided records that demonstrate the special permits segments have been
tested to at least 1.25 times the MAOP.
• GSPC meets this requirement.
6) ILI must have been performed with no significant anomalies identified that indicate systemic
problems.
• A high-resolution magnetic flux leakage (HR-MFL) ILI tool for corrosion and
deformation ILI tool for denting was run in 2024 in the special permit segments with no
significant anomalies discovered.
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 9 of 13

<<<PAGE 10>>>

• GSPC meets this requirement.
7) Criteria for consideration of a class location change waiver, being considered through the
special permit, published by PHMSA in the Federal Register (69 FR 38948), define a waiver
inspection area (special permit inspection area) as up to 25 miles of pipe on either side of
the waiver segments (special permit segments).
• GSPC has identified longer segments surrounding the special permit segments as the
special permit inspection area. The special permit inspection area has been extended to
the entire segment length between the upstream launcher and downstream receiver on
each ILI segment that contains the special permit segments.
Criteria Matrix: The data submitted by GSPC Attachment B – Special Permit Criteria for the
special permit segments has been compared to the class location change special permit criteria
matrix.
• The following qualified for probable acceptance based on the criteria matrix:
o Pipe manufactured in 2013, pipe material, design stress, pipe girth welds, fusion
bonded epoxy pipeline coating, test pressure, test failures, local geology, type of
service, pressure fluctuations, safety related conditions, IM program, ILI time frame,
ILI type, direct assessment, coating assessment, damage prevention program, and
leaks and failures, and cathodic protection.
• The following qualified for possible acceptance based on the criteria matrix:
o Class location change and enforcement history.
• None of the special permit segments information qualified for required substantial
justification based the criteria matrix.
Operational Integrity Compliance:
To inform PHMSA’s decision about whether a special permit could provide a level of safety
greater than or equal to a pipe replacement or pressure reduction and is consistent with pipeline
safety, PHMSA reviewed this special permit request to understand the integrity threats that are in
the special permit segments and special permit inspection area. This integrity information
informed the special permit conditions to ensure the operator follows a systematic program to
analyze and remediate the pipeline for safety concerns through its operation. Additional
operational integrity review and remediation requirements are required by this special permit to
ensure that the operator has an ongoing program to locate and remediate safety threats. These
threats to integrity and safety include any issues with the pipe coating quality, cathodic
protection effectiveness, operations, damage prevention program, depth of soil cover over the
pipeline, weld seam integrity, anomalies evaluation and remediation, and protection from
cathodic protection interference. PHMSA has carefully designed a comprehensive set of
conditions that GSPC must implement to comply with this special permit.
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 10 of 13

<<<PAGE 11>>>

Past Enforcement History—January 1, 2014 through October 31, 2024:
From January 1, 2014 through October 31, 2024, GSPC was cited in 17 enforcement actions with
a total of $322,500 in assessed civil penalties. PHMSA issued one notice of amendment, four
notices of probable violation, one safety order, and 11 warning letters to GSPC. Table 4 and
Table 5 show PHMSA’s enforcement actions and civil penalties for GSPC.
Table 4 – GSPC Enforcement Matters:
January 1, 2014 - October 31, 2024
Notice of
Status Corrective
Action Order
Notice of
Probable
Amendment
Safety
Order
Warning
Letter Total
Violation
Closed 0 1 4 1 11 17
Open 0 0 0 0 0 0
Total 0 1 4 1 11 17
Table 5 – GSPC Enforcement Civil Penalty Status
January 1, 2014 - October 31, 2024
Proposed Awaiting Order Assessed Withdrawn/Reduced Collected
$322,500 $0 $322,500 $0 $322,500
Summary of Enforcement Findings for GSPC includes:
• Construction: Compliance with standards; Corrosion Control: Corrosion Control Records,
External Corrosion Control Monitoring; Integrity Management: Elements and
Implementation and Record Keeping; OME Procedural Manual: General and Maintenance
and Normal Operations; Operations and Maintenance: Pressure limiting and Regulating
Relief Devices, Transmission lines leak surveys, Emergency Plans, MAOP, and General;
Operator Qualification: Qualification Program Reporting: National Registry of Pipeline
Operators, and Immediate Reporting Incident; Transportation of Gas: Underground Natural
Gas Storage Facilities; Design: Supports and Anchors, Transmission Line Valve, and
Required Capacity of Pressure Relieving and Limiting Stations.
• 49 CFR §§ 191.5, 191.22, 191.23, 192.12, 192.161, 192.179, 192.201, 192.303, 192.461,
192.465, 192, 491, 192.605, 192.615, 192.619, 192.706, 192.743, 192.805, 192.907, and
192.947.
Summary of Enforcement Findings for the Boardwalk Gas Pipelines Companies—Texas
Gas Transmission and GSPC:
From January 1, 2014 through October 31, 2024, Boardwalk Pipelines LP (Boardwalk), the
owner of GSPC, was cited in 64 enforcement actions with a total of $597,400 in assessed civil
penalties on its Texas Gas Transmission, LLC (TGT) and GSPC pipeline systems. PHMSA
issued six notices of amendment, one notice of probable violation, one safety order and 17
warning letters to Boardwalk.
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 11 of 13

<<<PAGE 12>>>

Table 6 and Table 7, below, below show PHMSA’s enforcement actions and civil penalties
Boardwalk on the TGT and GSPC pipeline systems with operator identification numbers 19270
and 31728, respectively.
Table 6 – Boardwalk Enforcement Matters
January 1, 2014 - October 31, 2024
Notice of
Status Corrective
Action Order
Notice of
Probable
Amendment
Safety
Order
Warning
Letter Total
Violation
Closed 0 5 9 1 17 32
Open 0 1 2 0 0 3
Total 0 6 11 1 17 35
Table 7 – Boardwalk Enforcement Civil Penalty Status
January 1, 2014 - October 31, 2024
Proposed Awaiting Order Assessed Withdrawn/Reduced Collected
$1,064,000 $119,00 $597,400 $236,500 $597,400
The type of 49 CFR Part 192 enforcement violations against Boardwalk on these two pipeline
systems from January 1, 2014 through October 31, 2024, were as follows:
Summary of Enforcement Findings for GSPC and TGT:
• Construction: Compliance with standards; Control Room Management; Alarm
Management, Training Procedures, Operating Experience, Training, and Roles and
Responsibilities; Corrosion Control: Atmospheric Corrosion Control, Corrosion Control
Records, and Monitoring; Integrity Management: Elements and Implementation and
Record Keeping; OME Procedural Manual: General and Maintenance and Normal
Operations; Operations and Maintenance: Transmission lines leak surveys, Continuing
Surveillance, Emergency Plans, MAOP, Pressure Limiting and Regulating Devices, and
General; Operator Qualification; Qualification Program Reporting: National Registry of
Pipeline Operators, Immediate Reporting Incident, Underground Natural Gas Storage
Facilities, and Class Locations; Transportation of Gas: Compressor Station Design and
Construction, Design of Pressure Relief and Limiting Devices, Compressor Stations
Emergency Shutdown, and Longitudinal Joint Factor for Steel Pipe; Design: Supports and
Anchors, Transmission Line Valve, and Required Capacity of Pressure Relieving and
Limiting Stations.
• 49 CFR §§ 191.5, 191.22, 191.23, 192.5, 192.12, 192.14, 192.113, 192.161, 192.163,
192.167, 192.179, 192.199, 192.201, 192.303, 192.461, 192.465,192.479. 192.481, 192.491,
192.555, 192.603, 192.605, 192.607, 192.615, 192.619, 192.631, 192.705, 192.706, 192.712,
192.743, 192.805, 192.907, and 192.947.
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 12 of 13

<<<PAGE 13>>>

Findings:
Based on the information submitted by GSPC and PHMSA’s analysis of the technical,
operational, and safety issues, PHMSA finds that granting this special permit with conditions
that require GSPC to operate the special permit segments on the 16-inch diameter Index 819-10
Pipeline located in Greyson County, Texas, at the current MAOP for a Class 1 to Class 3
location change segments are consistent with pipeline safety.
PHMSA has designed the special permit conditions to assess any threats to the special permit
segments and special permit inspection area effectively. To ensure that GSPC properly
implements the special permit conditions, GSPC will be required to give PHMSA an annual
review of their compliance with the special permit.
PHMSA finds the issuance and full implementation of this special permit that waives the
requirements of 49 CFR §§ 192.611(a) and (d) and 192.619(a) for a class location change to a
Class 3 location is consistent with pipeline safety. This special permit requires GSPC to
implement the special permit conditions that include safety requirements on the operations,
maintenance, and integrity management of the special permit segments and the special permit
inspection area. GSPC will be required to implement the special permit conditions along the
special permit segments and special permit inspection area.
Completed in Washington D.C. on: Month Day, 2025
Prepared By: PHMSA – Engineering and Research Division
PHMSA-2023-0126 – Gulf South Pipeline Company LLC Special Permit Analysis and Findings
Page 13 of 13

## Provenance

- Official: Yes
- Source: <https://www.regulations.gov/docket/PHMSA-2023-0126>
- Source ID: `phmsa-special-permits`
- SHA-256: `34dd99e01d25249412cad0a038d00d6976fb7a7bf0ed069e3fd810028867202d`
- Retrieved: 2026-08-20T01:06:17.853Z
- Exported: 2026-08-24T22:19:49.249Z
- Document slug: `phmsa-special-permit-phmsa-2023-0126`

### Source metadata

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  "caveat": "The issued-permit index establishes issuance, not current validity or applicability to facilities beyond those covered by the permit. Read the official decision and conditions.",
  "jurisdiction": "US",
  "operatorName": "Gulf South Pipeline Company, LLC"
}
```
