Current through Register Vol. 49, No. 9, September, 2024
SUBPART
I
REQUIREMENTS FOR CORROSION CONTROL
§ 192.451
Scope
This subpart prescribes minimum requirements for the protection
of metallic pipelines from external, internal, and atmospheric
corrosion.
§ 192.452
How does this subpart apply to converted pipelines and regulated onshore
gathering lines?(a)
Converted
pipelines. Notwithstanding the date the pipeline was installed or any
earlier deadlines for compliance, each pipeline which qualifies for use under
this part in accordance with § 192.14 must meet the requirements of this
subpart specifically applicable to pipelines installed before August 1, 1971,
and all other applicable requirements within 1 year after the pipeline is
readied for service. However, the requirements of this subpart specifically
applicable to pipelines installed after July 31, 1971, apply if the pipeline
substantially meets those requirements before it is readied for service or it
is a segment which is replaced, relocated, or substantially altered.
(b)
Regulated onshore gathering
lines. For any regulated onshore gathering line under § 192.9
existing on April 14, 2006, that was not previously subject to this part, and
for any onshore gathering line that becomes a regulated onshore gathering line
under § 192.9 after April 14, 2006, because of a change in class location
or increase in dwelling density:
(1) The
requirements of this subpart specifically applicable to pipelines installed
before August 1, 1971, apply to the gathering line regardless of the date the
pipeline was actually installed; and
(2) The requirements of this subpart
specifically applicable to pipelines installed after July 31,1971, apply only
if the pipeline substantially meets those requirements.
§ 192.453
General
The corrosion control procedures required by §
192.605(b)(2), including those for design, installation, operation and
maintenance of cathodic protection systems, must be carried out by, or under
the direction of, a person qualified by experience and training in pipeline
corrosion control methods.
§
192.455
External Corrosion Control: Buried or Submerged
Pipelines Installed After July 31,1971
(a) Except as provided in paragraphs (b),
(c), and (f) of this section, each buried or submerged pipeline installed after
July 31,1971, must be protected against external corrosion, including the
following:
(1) It must have an external
protective coating meeting the requirements of § 192.461.
(2) It must have a cathodic protection system
designed to protect the pipeline in its entirety in accordance with this
subpart, installed and placed in operation within one year after completion of
construction.
(b) An
operator need not comply with paragraph (a) of this section, if the operator
can demonstrate by tests, investigation, or experience in the area of
application, including, as a minimum, soil resistivity measurements and tests
for corrosion accelerating bacteria, that a corrosive environment does not
exist. However, within 6 months after an installation made pursuant to the
preceding sentence, the operator shall conduct tests, including pipe-to-soil
potential measurements with respect to either a continuous reference electrode
or an electrode using close spacing, not to exceed 20 feet (6 meters), and soil
resistivity measurements at potential profile peak locations, to adequately
evaluate the potential profile along the entire pipeline. If the tests made
indicate that a corrosive condition exists, (he pipeline must be cathodically
protected in accordance with paragraph (a)(2) of this section.
(c) An operator need not comply with
paragraph (a) of this section, if the operator can demonstrate by tests,
investigation, or experience that:
(1) For a
copper pipeline, a corrosive environment does not exist; or
(2) For a temporary pipeline with an
operating period of service not to exceed 5 years beyond installation,
corrosion during the 5 year period of service of the pipeline will not be
detrimental to public safety.
(d) Notwithstanding the provisions of
paragraph (b) or (c) of this section, if a pipeline is externally coated, it
must be cathodically protected in accordance with paragraph (a)(2) of this
section.
(e) Aluminum may not be
installed in a buried or submerged pipeline if that aluminum is exposed to an
environment with a natural pH in excess of 8, unless tests or experience
indicates its suitability in the particular environment involved.
(f) This section does not apply to
electrically isolated, metal alloy fittings in plastic pipelines if:
(1) For the size fitting to be used, an
operator can show by tests, investigation, or experience in the area of
application, that adequate corrosion control is provided by the alloy
composition; and
(2) The fitting is
designed to prevent leakage caused by localized corrosion pitting.
§ 192.457
External Corrosion Control: Buried or Submerged Pipelines Installed
Before August 1,1971(a) Except for
buried piping at compressor, regulator, and measuring stations, each buried or
submerged transmission line installed before August 1,1971, that has an
effective external coating must be cathodically protected along the entire area
that is effectively coated, in accordance with this subpart. For the purposes
of this subpart, a pipeline does not have an effective external coating if its
cathodic protection current requirements are substantially the same as if it
were bare. The operator shall make tests to determine the cathodic protection
current requirements.
(b) Except
for cast iron or ductile iron, each of the following buried or submerged
pipelines installed before August 1,1971, must be cathodically protected in
accordance with this subpart in areas in which active corrosion is found:
(1) Bare or ineffectively coated transmission
lines.
(2) Bare or coated pipes at
compressor, regulator, and measuring stations.
(3) Bare or coated distribution
lines.
§
192.459
External corrosion control: Examination of buried
pipeline when exposed
Whenever an operator has knowledge that any portion of a buried
pipeline is exposed, the exposed portion, if bare or the coating is
deteriorated, must be examined for evidence of external corrosion. If external
corrosion requiring remedial action under §§ 192.483 through 192.489
is found, the operator shall investigate circumferentially and longitudinally
beyond the exposed portion (by visual examination, indirect method, or both) to
determine whether additional corrosion requiring remedial action exists in the
vicinity of the exposed portion.
§
192.461
External Corrosion Control: Protective
Coating
(a) Each external protective
coating, whether conductive or insulating, applied for the purpose of external
corrosion control must:
(1) Be applied on a
properly prepared surface;
(2) Have
sufficient adhesion to the metal surface to effectively resist underfilm
migration of moisture;
(3) Be
sufficiently ductile to resist cracking;
(4) Have sufficient strength to resist damage
due to handling and soil stress; and
(5) Have properties compatible with any
supplemental cathodic protection.
(b) Each external protective coating which is
an electrically insulating type must also have low moisture absorption and high
electrical resistance.
(c) Each
external protective coating must be inspected just prior to lowering the pipe
into the ditch and backfilling, and any damage detrimental to effective
corrosion control must be repaired.
(d) Each external protective coating must be
protected from damage resulting from adverse ditch conditions or damage from
supporting blocks.
(e) If coated
pipe is installed by boring, driving, or other similar methods, precautions
must betaken to minimize damage to the coating during installation.
§ 192.463
External
Corrosion Control: Cathodic Protection
(a) Each cathodic protection system required
by this subpart must provide a level of cathodic protection that complies with
one or more of the applicable criteria contained in Appendix D of this subpart.
If none of these criteria is applicable, the cathodic protection system must
provide a level of cathodic protection at least equal to that provided by
compliance with one or more of these criteria.
(b) If amphoteric metals are included in a
buried or submerged pipeline containing a metal of different anodic potential:
(1) The amphoteric metals must be
electrically isolated from the remainder of the pipeline and cathodically
protected; or
(2) The entire buried
or submerged pipeline must be cathodically protected at a cathodic potential
that meets the requirements of Appendix D of this part for amphoteric
metals.
(c) The amount
of cathodic protection must be controlled so as not to damage the protective
coating or the pipe.
§
192.465
External Corrosion Control: Monitoring
(a) Each pipeline that is under cathodic
protection must be tested at least once each calendar year, but with intervals
not exceeding 15 months, to determine whether the cathodic protection meets the
requirements of § 192.463. However, if tests at those intervals are
impractical for separately protected short sections of mains or transmission
lines, not in excess of 100 feet (30 meters), or separately protected service
lines, these pipelines may be surveyed on a sampling basis. At least 10 percent
of these protected structures, distributed over the entire system must be
surveyed each calendar year, with a different 10 percent checked each
subsequent year, so that the entire system is tested in each 10 year
period.
(b) Each cathodic
protection rectifier or other impressed current power source must be inspected
six times each calendar year, but with intervals not exceeding 21/2
months, to insure that it is operating. Evidence of proper functioning may be
current output, normal power consumption, a signal indicating normal D.C.
power, or satisfactory electrical state of the protected piping.
(c) Each reverse current switch, each diode,
and each interference bond whose failure would jeopardize structure protection
must be electrically checked for proper performance six times each calendar
year, but with intervals not exceeding 21/2 months. Each other
interference bond must be checked at least once each calendar year, but with
intervals not exceeding 15 months.
(d) Each operator shall take prompt remedial
action to correct any deficiencies indicated by the monitoring.
(e) After Hie initial evaluation required by
§§ 192.455(b) and (c) and 192.457(b), each operator must, not less
than every 3 years at intervals not exceeding 39 months, reevaluate its
unprotected pipelines and cathodically protect them in accordance with this
subpart in areas in which active corrosion is found. The operator must
determine the areas of active corrosion by electrical survey. However, on
distribution lines and where an electrical survey is impractical on
transmission lines, areas of active corrosion may be determined by other means
that include review and analysis of leak repair and inspection records,
corrosion monitoring records, exposed pipe inspection records, and the pipeline
environment. In this section:
(1)
Active corrosion means continuing corrosion which, unless
controlled, could result in a condition that is detrimental to public
safety.
(2)
Electrical
survey means a series of closely spaced pipe-to-soil readings over a
pipeline that are subsequently analyzed to identify locations where a corrosive
current is leaving the pipeline.
(3)
Pipeline environment
includes soil resistivity (high or low), soil moisture (wet or dry), soil
contaminants that may promote corrosive activity, and other known conditions
that could affect the probability of active corrosion.
§ 192.467
External
Corrosion Control: Electrical Isolation
(a) Each buried or submerged pipeline must be
electrically isolated from other underground metallic structures, unless the
pipeline and the other structures are electrically interconnected and
cathodically protected as a single unit.
(b) One or more insulating devices must be
installed where electrical isolation of a portion of a pipeline is necessary to
facilitate the application of corrosion control.
(c) Except for unprotected copper inserted in
ferrous pipe, each pipeline must be electrically isolated from metallic casings
that are a part of the underground system. However, if isolation is not
achieved because it is impractical, other measures must be taken to minimize
corrosion of the pipeline inside the casing.
(d) Inspection and electrical tests must be
made to assure that electrical isolation is adequate.
(e) An insulating device may not be installed
in an area where a combustible atmosphere is anticipated unless precautions are
taken to prevent arcing.
(f) Where
a pipeline is located in close proximity to electrical transmission tower
footings, ground cables or counterpoise, or in other areas where fault currents
or unusual risk of lightning may be anticipated, it must be provided with
protection against damage due to fault currents or lightning, and protective
measures must also be taken at insulating devices.
§ 192.469
External Corrosion
Control: Test Stations
Each pipeline under cathodic protection required by this
subpart must have sufficient test stations or other contact points for
electrical measurement to determine the adequacy of cathodic protection.
§ 192.471
External
Corrosion Control: Test Leads(a) Each
test lead wire must be connected to the pipeline so as to remain mechanically
secure and electrically conductive.
(b) Each test lead wire must be attached to
the pipeline so as to minimize stress concentration on the pipe.
(c) Each bared test lead wire and bared
metallic area at point of connection to the pipeline must be coated with an
electrical insulating material compatible with the pipe coating and the
insulation on the wire.
§
192.473
External Corrosion Control: Interference
Currents(a) Each operator whose
pipeline system is subjected to stray currents shall have in effect a
continuing program to minimize the detrimental effects of such
currents.
(b) Each impressed
current type cathodic protection system or galvanic anode system must be
designed and installed so as to minimize any adverse effects on existing
adjacent underground metallic structures.
§ 192.475
Internal Corrosion
Control: General
(a) Corrosive gas may
not be transported by pipeline, unless the corrosive effect of the gas on the
pipeline has been investigated and steps have been taken to minimize internal
corrosion.
(b) Whenever any pipe is
removed from a pipeline for any reason, the internal surface must be inspected
for evidence of corrosion. If internal corrosion is found:
(1) The adjacent pipe must be investigated to
determine the extent of internal corrosion;
(2) Replacement must be made to the extent
required by the applicable paragraphs of §§ 192.485, 192.487, or
192.489; and
(3) Steps must be
taken to minimize the internal corrosion.
(c) Gas containing more than 0.1 grain of
hydrogen sulfide per 100 cubic feet (2.32
milligrams/m3) at standard conditions may not be
stored in pipe-type or bottle-type holders.
§ 192.476
Internal Corrosion
Control: Design and Construction of Transmission line
(a)
Design and construction.
Except as provided in paragraph (b) of this section, each new transmission line
and each replacement of line pipe, valve, fitting, or other line component in a
transmission line must have features incorporated into its design and
construction to reduce the risk of internal corrosion. At a minimum, unless it
is impracticable or unnecessary to do so, each new transmission line or
replacement of line pipe, valve, fitting or other line component in a
transmission line must:
(1) Be configured to
reduce the risk that liquids will collect in the line;
(2) Have effective liquid removal features
whenever the configuration would allow liquids to collect; and
(3) Allow use of devices for monitoring
internal corrosion at locations with significant potential for internal
corrosion.
(b)
Exceptions to applicability. The design and construction
requirements of paragraph (a) of this section do not apply to the following:
(1) Offshore pipeline; and
(2) Pipeline installed or line pipe, valve,
fitting or other line component replaced before May 23, 2007.
(c)
Change to existing
transmission line. When an operator changes the configuration of a
transmission line, the operator must evaluate the impact of the change on
internal corrosion risk to the downstream portion of an existing onshore
transmission line and provide for removal of liquids and monitoring of internal
corrosion as appropriate.
(d)
Records. An operator must maintain records demonstrating
compliance with this section. Provided the records show why incorporating
design features addressing paragraph (a)(1), (a)(2), or (a)(3) of this section
is impracticable or unnecessary, an operator may fulfil! this requirement
through written procedures supported by as-built drawings or other construction
records.
§ 192.477
Internal Corrosion Control: Monitoring
!f corrosive gas is being transported, coupons or other
suitable means must be used to determine the effectiveness of the steps taken
to minimize internal corrosion. Each coupon or other means of monitoring
internal corrosion must be checked two times each calendar year, but with
intervals not exceeding 71/2 months.
§ 192.479
Atmospheric Corrosion
Control: General
(a) Each operator
must clean and coat each pipeline or portion of pipeline that is exposed to the
atmosphere, except pipelines under paragraph (c) of this section.
(b) Coating material must be suitable for the
prevention of atmospheric corrosion.
(c) Except portions of pipelines in offshore
splash zones or soil-to-air interfaces, the operator need not protect from
atmospheric corrosion any pipeline for which the operator demonstrates by test,
investigation, or experience appropriate to the environment of the pipeline
that corrosion will-
(1) Only be a light
surface oxide; or
(2) Not affect
the safe operation of the pipeline before the next scheduled
inspection.
§
192.481
Atmospheric Corrosion Control: Monitoring
(a) Each operator must inspect each pipeline
or portion of pipeline that is exposed to the atmosphere for evidence of
atmospheric corrosion, as follows:
If the pipeline is located......
|
Then the frequency of inspections is:
|
Onshore
|
At least once every 3 calendar years, but with
intervals not exceeding 39 months.
|
Offshore
|
At least once each calendar year, but with intervals
not exceeding 15 months.
|
(b)
During inspections the operator must give particular attention to pipe at
soil-to-air interfaces, under thermal insulation, under disbonded coatings, at
pipe supports, in splash zones, at deck penetrations, and in spans over
water.
(c) If atmospheric corrosion
is found during an inspection, the operator must provide protection against the
corrosion as required by § 192.479.
§ 192.483
Remedial Measures:
General
(a) Each segment of metallic
pipe that replaces pipe removed from a buried or submerged pipeline because of
external corrosion must have a properly prepared surface and must be provided
with an external protective coating that meets the requirements of §
192.461.
(b) Each segment of
metallic pipe that replaces pipe removed from a buried or submerged pipeline
because of external corrosion must be cathodically protected in accordance with
this subpart.
(c) Except for cast
iron or ductile iron pipe, each segment of buried or submerged pipe that is
required to be repaired because of external corrosion must be cathodically
protected in accordance with this subpart.
§ 192.485
Remedial Measures:
Transmission Lines
(a)
General
corrosion. Each segment of transmission line with general corrosion
and with a remaining wall thickness less than that required for the MAOP of the
pipeline must be replaced or the operating pressure reduced commensurate with
the strength of the pipe based on actual remaining wall thickness. However,
corroded pipe may be repaired by a method that reliable engineering tests and
analyses show can permanently restore the serviceability of the pipe. Corrosion
pitting so closely grouped as to affect the overall strength of the pipe is
considered general corrosion for the purpose of this paragraph.
(b)
Localized corrosion
pitting. Each segment of transmission line pipe with localized
corrosion pitting to a degree where leakage might result must be replaced or
repaired, or the operating pressure must be reduced commensurate with the
strength of the pipe, based on the actual remaining wall thickness in the
pits.
(c) Under paragraphs (a) and
(b) of this section, the strength of pipe based on actual remaining wall
thickness may be determined by the procedure in ASME/ANSI B31G or the procedure
in AGA Pipeline Research Committee Project PR 3-805 (with RSTRENG disk). Both
procedures apply to corroded regions that do not penetrate the pipe wall,
subject to the limitations prescribed in the procedures.
§ 192.487
Remedial Measures:
Distribution Lines Other Than Cast Iron or Ductile Iron Lines
(a)
General corrosion.
Except for cast iron or ductile iron pipe, each segment of generally corroded
distribution line pipe with a remaining wall thickness less than that required
for the MAOP of the pipeline, or a remaining wall thickness less than 30
percent of the nominal wall thickness, must be replaced. However, corroded pipe
may be repaired by a method that reliable engineering tests and analyses show
can permanently restore the serviceability of the pipe. Corrosion pitting so
closely grouped as to affect the overall strength of the pipe is considered
general corrosion for the purpose of this paragraph.
(b)
Localized corrosion
pitting. Except for cast iron or ductile iron pipe, each segment of
distribution line pipe with localized corrosion pitting to a degree where
leakage might result must be replaced or repaired.
§ 192.489
Remedial Measures: Cast
Iron and Ductile Iron Pipelines.(a)
General graphitization. Each segment of cast iron or ductile
iron pipe on which general graphitization is found to a degree where a fracture
or any leakage might result, must be replaced.
(b)
Localized
graphitization. Each segment of cast iron or ductile iron pipe on
which localized graphitization is found to a degree where any leakage might
result, must be replaced or repaired, or sealed by internal sealing methods
adequate to prevent or arrest any leakage.
§ 192.490
Direct
assessment.
Each operator that uses direct assessment as defined in §
192.903 on an onshore transmission line made primarily of steel or iron to
evaluate the effects of a threat in the first column must carry out the direct
assessment according to the standard listed in the second column. These
standards do not apply to methods associated with direct assessment, such as
close interval surveys, voltage gradient surveys, or examination of exposed
pipelines, when used separately from the direct assessment process.
Threat
|
Standard1
|
External corrosion
|
§ 192.9252
|
Internal corrosion in pipelines that
transport dry gas
|
§ 192.927
|
Stress corrosion cracking
|
§ 192.929
|
1 For lines not
subject to subpart O of this part, the terms "covered segment" and "covered
pipeline segment" in §§ 192.925, 192.927, and 192.929 refer to the
pipeline segment on which direct assessment is performed.
2 In § 192.925(b), the provision
regarding detection of coating damage applies only to pipelines subject to
subpart O of this part.
§
192.491
Corrosion Control Records.
(a) Each operator shall maintain records or
maps to show the location of cathodically protected piping, cathodic protection
facilities, other than unrecorded galvanic anodes installed before August 1,
1971, and neighboring structures bonded to the cathodic protection
system.
(b) Each of the following
records must be retained for as long as the pipeline remains in service:
(1) Each record or map required by paragraph
(a) of this section;
(2) Records of
each test, survey, or inspection required by this subpart, in sufficient detail
to demonstrate the adequacy of corrosion control measures or that a corrosive
condition does not exist.
SUBPART J
TEST REQUIREMENTS
§ 192.501
Scope
This subpart prescribes minimum leak-test and strength-test
requirements for pipelines.
§
192.503
General Requirements
(a) No person may operate a new segment of
pipeline, or return to service a segment of pipeline that has been relocated or
replaced, until:
(1) It has been tested in
accordance with this subpart and § 192.619 to substantiate the maximum
allowable operating pressure; and
(2) Each detected leak has been
eliminated.
(b) The test
medium must be liquid, air, natural gas, or inert gas that is:
(1) Compatible with the material of which the
pipeline is constructed;
(2)
Relatively free of sedimentary materials; and
(3) Except for natural gas,
nonflammable.
(c) Except
as provided in § 192.505(a), if air, natural gas, or inert gas is used as
the test medium, the following maximum hoop stress limitations apply:
Class location
|
Maximum hoop stress allowed as percentage of
SMYS
|
Natural Gas
|
Air or inert gas
|
1......................
|
80
|
80
|
2......................
|
30
|
75
|
3......................
|
30
|
50
|
4......................
|
30
|
40
|
(d)
Each joint used to tie-in a test segment of pipeline is excepted from the
specific test requirements of this subpart, but each non-welded joint must be
leak tested at not less than its operating pressure.
§ 192.505
Strength Test
Requirements for Steel Pipeline to Operate at a Hoop Stress of 30 Percent or
More of SMYS(a) Except for service
lines, each segment of a steel pipeline that is to operate at a hoop stress of
30 percent or more SMYS must be strength tested in accordance with this section
to substantiate the proposed maximum allowable operating pressure. In addition,
in a Class 1 or Class 2 location, if there is a building intended for human
occupancy within 300 feet (91 meters) of a pipeline, a hydrostatic test must be
conducted to a test pressure of at least 125 percent of maximum operating
pressure on that segment of the pipeline within 300 feet (91 meters) of such a
building, but in no event may the test section be less than 600 feet (183
meters) unless the length of the newly installed or relocated pipe is less than
600 feet (183 meters). However, if the buildings are evacuated while the hoop
stress exceeds 50 percent of SMYS, air or inert gas may be used as the test
medium.
(b) In a Class 1 or Class 2
location, each compressor station, regulator station, and measuring station.
must be tested to at least Class 3 location test requirements.
(c) Except as provided in paragraph (e) of
this section, the strength test must be conducted by maintaining the pressure
at or above the test pressure for at least 8 hours.
(d) If a component other than pipe is the
only item being replaced or added to a pipeline, a strength test after
installation is not required, if the manufacturer of the component certifies
that:
(1) The component was tested to at
least the pressure required for the pipeline to which it is being
added;
(2) The component was
manufactured under a quality control system that ensures that each item
manufactured is at least equal in strength to a prototype and that the
prototype was tested to at least the pressure required for the pipeline to
which it is being added; or
(3) The
component carries a pressure rating established through applicable ASME/ANSI,
MSS specifications, or by unit strength calculations as described in §
192.143.
(e) For
fabricated units and short sections of pipe, for which a post installation test
is impractical, a preinstallation strength test must be conducted by
maintaining the pressure at or above the test pressure for at least 4
hours.
§ 192.507
Test Requirements for Pipelines to Operate at a Hoop Stress Less Than 30
Percent of SMYS and at or Above 100 P.S.I. (689 kPa) Gage
Except for service lines and plastic pipelines, each segment of
a pipeline that is to be operated at a hoop stress less than 30 percent of SMYS
and at or above 100 p.s.i. (689 kPa) gage must be tested in accordance with the
following:
(a) The test procedure used
must reasonably ensure discovery of leaks in the segment being
tested.
(b) if, during the test,
the segment is to be stressed to 20 percent or more of SMYS and natural gas,
inert gas, or air is the test medium:
(1) A
leak test must be made at a pressure between 100 p.s.i. (689 kPa) gage and the
pressure required to produce a hoop stress of 20 percent of SMYS; or
(2) The line must be walked to check for
leaks while the hoop stress is held at approximately 20
percent of SMYS.
(c) The
pressure must be maintained at or above the test pressure for at least 1
hour.
§ 192.509
Test Requirements for Pipelines to Operate Below 100 P.S.I. (689 kPa)
Gage
Except for service lines and plastic pipelines, each segment of
a pipeline that is to be operated below 100 p.s.i.g.. must be leak tested in
accordance with the following:
(a) The
test procedure used must reasonably ensure discovery of leaks in the segment
being tested.
(b) Each main that is
to be operated at less than 1 p.s.i. (6.9 kPa) gage must be tested to at least
10 p.s.i. (69 kPa) gage and each main to be operated at or above 1 p.s.i. (6.9
kPa) gage must be tested to at least 90 p.s.i. (621 kPa) gage.
§ 192.511
Test
Requirements for Service Lines(a) Each
segment of a service line (other than plastic) must be leak tested in
accordance with this section before being placed in service. If feasible, the
service line connection to the main must be included in the test; if not
feasible, it must be given a leakage test at the operating pressure when placed
in service.
(b) Each segment of a
service line (other than plastic) intended to be operated at pressure of less
than 1 p.s.i. (6.9 kPa) gage shall be given a leak test at a pressure of 10
p.s.i. (69 kPa) gage. This test shall be conducted with a 3 inch (76
millimeters) dial gauge with a maximum scale of 30 p.s.i. (207 kPa) gage. This
test may be conducted with a mercury gauge capable of testing to 10 inches (254
millimeters) of mercury.
(c) Each
segment of a service line (other than plastic) intended to be operated at a
pressure of at least 1 p.s.i. (6.9 kPa) gage but not more than 40 p.s.i. (276
kPa) gage must be given a leak test at a pressure of not less than 50 p.s.i.
(345 kPa) gage on a 100 p.s.i. (689 kPa) gage scale gauge.
(d) Each segment of a service line (other
than plastic) intended to be operated at pressures of more than 40 p.s.i.g..
must be tested to at least 90 p.s.i.g.. on 100 p.s.i.g.. scale gauge, except
that each segment of a steel service line stressed to 20 percent or more of
SMYS must be tested in accordance with § 192.507.
(e) The test procedure used must reasonably
ensure discovery of leaks in the segment being tested.
§ 192.513
Test Requirements for
Plastic Pipelines(a) Each segment of a
plastic pipeline must be tested in accordance with this section.
(b) The test procedure used must reasonably
ensure discovery of leaks in the segment being tested.
(c) The test pressure must be at least 150
percent of the maximum operating pressure or 50 p.s.i. (345 kPa) gage whichever
is greater. However, the maximum test pressure may not be more than three times
the pressure determined under § 192.121, at a temperature not less than
the pipe temperature during the test.
(d) During the test, the temperature of
thermoplastic material may not be more than 100°F(38°C), or the
temperature at which the material's long-term hydrostatic strength has been
determined under the listed specification, whichever is greater.
§ 192.515
Environmental
Protection and Safety Requirements(a)
In conducting tests under this subpart, each operator shall ensure that every
reasonable precaution is taken to protect its employees and the general public
during the testing. Whenever the hoop stress of the segment of the pipeline
being tested will exceed 50 percent of SMYS, the operator shall take all
practicable steps to keep persons not working on the testing operation outside
of the testing area until the pressure is reduced to or below the proposed
maximum allowable operating pressure.
(b) The operator shall insure that the test
medium is disposed of in a manner that will minimize damage to the
environment.
§192.517
Records
(a) Each operator shall make and retain for
the useful life of the pipeline, a record of each test performed under
§§ 192.505 and 192.507. The record must contain at least the
following information:
(1) The operator's
name, the name of the operator's employee responsible for making the test and
the name of any test company used.
(2) Test medium used.
(3) Test pressure.
(4) Test duration.
(5) Pressure recording charts or other
records of pressure readings.
(6)
Evaluation variations, whenever significant for the particular test.
(7) Leaks and failures noted and their
disposition.
(b) Each
operator must maintain a record of each test required by §§
192.509,192.511, and 192.513 for at least 5 years.
SUBPART L
OPERATIONS
§ 192.601
Scope
This subpart prescribes minimum requirements for the operation
of pipeline facilities.
§
192.603 General Provisions.
(a)
No person may operate a segment of pipeline unless it is operated in accordance
with this subpart.
(b) Each
operator shall keep records necessary to administer the procedures established
under § 192.605.
(c) The
Administrator or the State Agency that has submitted a current certification
under the pipeline safety laws (49
U.S.C. 60101
et seq) with
respect to the pipeline facility governed by an operator's plans and procedures
may, after notice and opportunity for hearing as provided in
49 CFR
190.237 or the relevant State procedures,
require the operator to amend its plans and procedures as necessary to provide
a reasonable level of safety.
§
192.605
Procedural Manual for Operations, Maintenance, and
Emergencies
(a) General. Each operator
shall prepare and follow for each pipeline, a manual of written procedures for
conducting operations and maintenance activities and for emergency response.
For transmission lines, the manual must also include procedures for handling
abnormal operations. This manual must be reviewed and updated by the operator
at intervals not exceeding 15 months, but at least once each calendar year.
This manual must be prepared before operations of a pipeline system commence.
Appropriate parts of the manual must be kept at locations where operations and
maintenance activities are conducted.
(b) Maintenance and normal operations. The
manual required by paragraph (a) of this section must include procedures for
the following, if applicable, to provide safety during maintenance and
operations:
(1) Operating, maintaining, and
repairing the pipeline in accordance with each of the requirements of this
subpart and subpart M of this part.
(2) Controlling corrosion in accordance with
the operations and maintenance requirements of subpart 1 of this
part.
(3) Making construction
records, maps, and operating history available to appropriate
personnel.
(4) Gathering of data
needed for reporting incidents under Part 191 in a timely and effective
manner.
(5) Starting up and
shutting down any part of the pipeline in a manner designed to assure operation
within the MAOP limits prescribed by this part, plus the build-up allowed for
operation of pressure-limiting and control devices.
(6) Maintaining compressor stations,
including provisions for isolating units or sections of pipe and for purging
before returning to service.
(7)
Starting, operating and shutting down gas compressor units.
(8) Periodically reviewing the work done by
operator personnel to determine the effectiveness, and adequacy of the
procedures used in normal operation and maintenance and modifying the
procedures when deficiencies are found.
(9) Taking adequate precautions in excavated
trenches to protect personnel from the hazards of unsafe accumulations of vapor
or gas, and making available when needed at the excavation emergency rescue
equipment, including a breathing apparatus and, a rescue harness and
line.
(10) Systematic and routine
testing and inspection of pipe-type or bottle-type holders including:
(i) Provision for detecting external
corrosion before the strength of the container has been impaired;
(ii) Periodic sampling and testing of gas in
storage to determine the dew point of vapors contained in the stored gas which,
if condensed, might cause internal corrosion or interfere with the safe
operation of the storage plant; and
(iii) Periodic inspection and testing of
pressure limiting equipment to determine that it is in safe operating condition
and has adequate capacity.
(11) Responding promptly to a report of a gas
odor inside or near a building, unless the operator's emergency procedures
under § 192.615(a)(3) specifically apply to these reports.
(c) Abnormal operations. For
transmission lines, the manual required by subparagraph (a) of this paragraph
must include procedures for the following to provide safety when operating
design limits have been exceeded:
(1)
Responding to, investigating, and correcting the cause of:
(i) Unintended closure of valves or
shutdowns;
(ii) Increase or
decrease in pressure or flow rate outside normal operating limits;
(iii) Loss of communications;
(iv) Operation of any safety device;
and
(v) Any other foreseeable
malfunction of a component, deviation from normal operation, or personnel error
which may result in a hazard to persons or property.
(2) Checking variations from normal operation
after abnormal operation has ended at sufficient critical locations in the
system to determine continued integrity and safe operation.
(3) Notifying responsible operator personnel
when notice of an abnormal operation is received.
(4) Periodically reviewing the response of
operator personnel to determine the effectiveness of the procedures controlling
abnormal operation and taking corrective action where deficiencies are
found.
(5) The requirements of this
paragraph do not apply to natural gas distribution operators that are operating
transmission fines in connection with their distribution system.
(d) Safety-related condition
reports. The manual required by subparagraph (a) of this paragraph must include
instructions enabling personnel who perform operation and maintenance
activities to recognize conditions that potentially may be safety-related
conditions that are subject to the reporting requirements of §
191.23.
(e) Surveillance, emergency
response, and accident investigation. The procedures required by §§
192.613(a), 192.615, and 192.617 must be included in the manual required by
paragraph (a) of this section.
§
192.607
[Removed and Reserved]
§ 192.609
Change in Class
Location: Required Study
Whenever an increase in population density indicates a change
in class location for a segment of an existing steel pipeline operating at hoop
stress that is more than 40 percent of SMYS, or indicates that the hoop stress
corresponding to the established maximum allowable operating pressure for a
segment of existing pipeline is not commensurate with the present class
location, the operator shall immediately make a study to determine:
(a) The present class location for the
segment involved;
(b) The design,
construction, and testing procedures followed in the original construction, and
a comparison of these procedures with those required for the present class
location by the applicable provisions of this part;
(c) The physical condition of the segment to
the extent it can be ascertained from available records;
(d) The operating and maintenance history of
the segment;
(e) The maximum actual
operating pressure and the corresponding operating hoop stress, taking pressure
gradient into account, for the segment of pipeline involved; and
(f) The actual area affected by the
population density increase, and physical barriers or other factors which may
limit further expansion of the more densely populated area.
§ 192.611
Change in
Class Location: Confirmation or Revision of Maximum Allowable Operating
Pressure
(a) If the hoop stress
corresponding to the established maximum allowable operating pressure of a
segment of pipeline is not commensurate with the present class location, and
the segment is in satisfactory physical condition, the maximum allowable
operating pressure of that segment of
pipeline must be confirmed or
revised according to one of the following requirements:
(1) If the segment involved has been
previously tested in place for a period of not less than 8 hours, the maximum
allowable operating pressure is 0.8 times the test pressure in Class 2
locations, 0.667 times the test pressure in Class 3 locations, or 0.555 times
the test pressure in Class 4 locations. The corresponding hoop stress may not
exceed 72 percent of the SMYS of the pipe in Class 2 locations, 60 percent of
SMYS in Class 3 locations, or 50 percent of SMYS in Class 4
locations.
(2) The maximum
allowable operating pressure of the segment involved must be reduced so that
the corresponding hoop stress is not more than that allowed by this part for
new segments of pipelines in the existing class location.
(3) The segment involved must be tested in
accordance with the applicable requirements of Subpart J of this part, and its
maximum allowable operating pressure must then be established according to the
following criteria:
(i) The maximum allowable
operating pressure after the requalification test is 0.8 times the test
pressure for Class 2 locations, 0.667 times the test pressure for Class 3
locations, and 0.555 times the test pressure for Class 4 locations.
(ii) The corresponding hoop stress may not
exceed 72 percent of the SMYS of the pipe in Class 2 locations, 60 percent of
SMYS in Class 3 locations, or 50 percent of SMYS in Class 4
locations.
(b) The maximum allowable operating pressure
confirmed or revised in accordance with this section, may not exceed the
maximum allowable operating pressure established before the confirmation or
revision.
(c) Confirmation or
revision of the maximum allowable operating pressure of a segment of pipeline
in accordance with this section does not preclude the application of
§§ 192.553 and 192.555.
(d) Confirmation or revision of the maximum
allowable operating pressure that is required as a result of a study under
§ 192.609 must be completed within 24 months of the change in class
location. Pressure reduction under paragraph (a) (1) or (2) of this section
within the 24-month period does not preclude establishing a maximum allowable
operating pressure under paragraph (a)(3) of this section at a later
date.
§ 192.613
Continuing Surveillance
(a) Each
operator shall have a procedure for continuing surveillance of its facilities
to determine and take appropriate action concerning changes in class location,
failures, leakage history, corrosion, substantial changes in cathodic
protection requirements, and other unusual operating and maintenance
conditions.
(b) If a segment of
pipeline is determined to be in unsatisfactory condition but no immediate
hazard exists, the operator shall initiate a program to recondition or phase
out the segment involved, or, if the segment cannot be reconditioned or phased
out, reduce the maximum allowable operating pressure in accordance with
§§ 192.619(a) and (b).
§ 192.614
Damage Prevention
Program
(a) Except as provided in
paragraphs (d) and (e) of this section, each operator of a buried pipeline must
carry out, in accordance with this section, a written program to prevent damage
to that pipeline from excavation activities. For the purpose of this section,
the term "excavation activities" include excavation, blasting, boring,
tunneling, backfilling, the removal of the above ground structures by either
explosive or mechanical means, and other earth moving operations.
(b) An operator may comply with any of the
requirements of paragraph (c) of this section through participation in a public
service program, such as a one-call system, but such participation does not
relieve the operator of responsibility for compliance with this section.
However, an operator must perform the duties of paragraph (c)(3) of this
section through participation in a one-call system, if that one-call system is
a qualified one-call system. In areas that are covered by more than one
qualified one-call system, an operator need only join one of the qualified
one-call systems if there is a central telephone number for excavators to call
for excavation activities, or if the one-call systems in those areas
communicate with one another. An operator's pipeline system must be covered by
a qualified one-call system where there is one in place. For the purpose of
this section, a one-call system is considered a "qualified one-call system" if
it meets the requirements of section (b)(1) or (b)(2) of this section.
(1) The state has adopted a one-call damage
prevention program under
49 CFR §
198.37; or
(2) The one-call system:
(i) Is operated in accordance with
49 CFR
§
198.39;
(ii) Provides a pipeline operator an
opportunity similar to a voluntary participant to have a part in management
responsibilities; and
(iii)
Assesses a participating pipeline operator a fee that is proportionate to the
costs of the one-call system's coverage of the operator's pipeline.
(c) The damage
prevention program required by paragraph (a) of this section must, at a
minimum:
(1) Include the identity, on a
current basis, of persons who normally engage in excavation activities in the
area in which the pipeline is located.
(2) Provides for notification of the public
in the vicinity of the pipeline and actual notification of the persons
identified in paragraph (c)(1) of this section of the following as often as
needed to make them aware of the damage prevention program:
(i) The program's existence and purpose;
and
(ii) How to learn the location
of underground pipelines before excavation activities are begun.
(3) Provide a means of receiving
and recording notification of planned excavation activities.
(4) If the operator has buried pipelines in
the area of excavation activity, provide for actual notification of persons who
give notice of their intent to excavate of the type of temporary marking to be
provided and how to identify the markings.
(5) Provide for temporary marking of buried
pipelines in the area of excavation activity before, as far as practical, the
activity begins.
(6) Provide as
follows for inspection of pipelines that an operator has reason to believe
could be damaged by excavation activities:
(i)
The inspection must be done as frequently as necessary during and after the
activities to verify the integrity of the pipeline; and
(ii) In the case of blasting, any inspection
must include leakage surveys.
(d) A damage prevention program under this
section is not required for pipelines to which access is physically controlled
by the operator.
(e) Pipelines
operated by persons other than municipalities (including operators of master
meters) whose primary activity does not include the transportation of gas need
not comply with the following:
(1) The
requirement of paragraph (a) of this section that the damage prevention program
be written; and
(2) The
requirements of paragraphs (c)(1) and (c)(2) of this section.
§ 192.615
Emergency Plans
(a) Each
operator shall establish written procedures to minimize the hazard resulting
from a gas pipeline emergency. At a minimum, the procedures must provide for
the following:
(1) Receiving, identifying,
and classifying notices of events which require immediate response by the
operator.
(2) Establishing and
maintaining adequate means of communication with appropriate fire, police, and
other public officials.
(3)
Prompt and effective response to a notice of each type of emergency,
including the following:(i) Gas
detected inside or near a building.
(ii) Fire located near or directly involving
a pipeline facility.
(iii)
Explosion occurring near or directly involving a pipeline facility.
(iv) Natural disaster.
(4) The availability of personnel, equipment,
tools, and materials, as needed at the scene of an emergency.
(5) Actions directed toward protecting people
first and then property.
(6)
Emergency shutdown and pressure reduction in any section of the operator's
pipeline system necessary to minimize hazards to life or property.
(7) Making safe any actual or potential
hazard to life or property.
(8)
Notifying appropriate fire, police, and other public officials of gas pipeline
emergencies and coordinating with them both planned responses and actual
responses during an emergency.
(9)
Safely restoring any service outage.
(10) Beginning action under § 192.617,
if applicable, as soon after the end of the emergency as possible.
(b) Each operator shall:
(1) Furnish its supervisors who are
responsible for emergency action a copy of that portion of the latest edition
of the emergency procedures established under paragraph (a) of this section as
necessary for compliance with those procedures.
(2) Train the appropriate operating personnel
to assure that they are knowledgeable of the emergency procedures and verify
that the training is effective.
(3)
Review employee activities to determine whether the procedures were effectively
followed in each emergency.
(c) Each operator shall establish and
maintain liaison with appropriate fire, police, and other public officials to:
(1) Learn the responsibility and resources of
each government organization that may respond to a gas pipeline
emergency;
(2) Acquaint the
officials with the operator's ability in responding to a gas pipeline
emergency;
(3) Identify the types
of gas pipeline emergencies of which the operator notifies the officials;
and
(4) Plan how the operator and
officials can engage in mutual assistance to minimize hazards to life or
property.
(d) Maintain a
current map of the entire gas system or sectional maps of large systems. These
maps will be of sufficient detail to approximate the location of mains and
transmission lines.
(e) Identify
all key valves which may be necessary for the safe operation of the system. The
location of these valves shall be designated on appropriate records, drawings
or maps.
§ 192.616
Public Awareness(a) Except for
an operator of a master meter or petroleum gas system covered under paragraph
(j) of this section, each pipeline operator must develop and implement a
written continuing public education program that follows the guidance provided
in the American Petroleum Institute's (API) Recommended Practice (RP) 1162
(incorporated by reference, see § 192.7).
(b) The operator's program must follow the
general program recommendations of API RP 1162 and assess the unique attributes
and characteristics of the operator's pipeline and facilities.
(c) The operator must follow the general
program recommendations, including baseline and supplemental requirements of
API RP 1162, unless the operator provides justification in its program or
procedural manual as to why compliance with all or certain provisions of the
recommended practice is not practicable and not necessary for safety.
(d) The operator's program must specifically
include provisions to educate the public, appropriate government organizations,
and persons engaged in excavation related activities on:
(1) Use of a one-call notification system
prior to excavation and other damage prevention activities;
(2) Possible hazards associated with
unintended releases from a gas pipeline facility;
(3) Physical indications that such a release
may have occurred;
(4) Steps that
should be taken for public safety in the event of a gas pipeline release;
and
(5) Procedures for reporting
such an event.
(e) The
program must include activities to advise affected municipalities, school
districts, businesses, and residents of pipeline facility locations.
(f) The program and the media used must be as
comprehensive as necessary to reach all areas in which the operator transports
gas.
(g) The program must be
conducted in English and in other languages commonly understood by a
significant number and concentration of the non-English speaking population in
the operator's area.
(h) Operators
in existence on June 20,2005, must have completed their written programs no
later than June 20,2006. The operator of a master meter or petroleum gas system
covered under paragraph (j) of this section must complete development of its
written procedure by June 13, 2008. Upon request, operators must submit their
completed programs to PHMSA or, in the case of an intrastate pipeline facility
operator, the appropriate State agency.
(i) The operator's program documentation and
evaluation results must be available for periodic review by appropriate
regulatory agencies.
(j) Unless the
operator transports gas as a primary activity, the operator of a master meter
or petroleum gas system is not required to develop a public awareness program
as prescribed in paragraphs (a) through (g) of this section. Instead the
operator must develop and implement a written procedure to provide its
customers public awareness messages twice annually. If the master meter or
petroleum gas system is located on property the operator does not control, the
operator must provide similar messages twice annually to persons controlling
the property. The public awareness message must include:
(1) A description of the purpose and
reliability of the pipeline;
(2) An
overview of the hazards of the pipeline and prevention measures used;
(3) Information about damage
prevention;
(4) How to recognize
and respond to a leak; and
(5) How
to get additional information.
§ 192.617
Investigation of
Failures
Each operator shall establish procedures for analyzing
accidents and failures, including the selection of samples of the failed
facility or equipment for laboratory examination, where appropriate, for the
purpose of determining the causes of the failure and minimizing the possibility
of a recurrence.
§
192.619
What is the maximum allowable operating pressure for
steel or plastic pipelines?(a) Except
as provided in paragraph (c) of this section, no person may operate a segment
of steel or plastic pipeline at a pressure that exceeds the lowest of the
following:
(1) The design pressure of the
weakest element in the segment, determined in accordance with Subparts C and D
of this part. However, for steel pipe in pipelines being converted under §
192.14 or uprated under subpart K of this part, if any variable necessary to
determine the design pressure under the design formula (§ 192.105) is
unknown, one of the following pressures is to be used as design pressure:
(i) Eighty percent of the first test pressure
that produces yield under section N5 of Appendix N of ASME B31.8 (incorporated
by reference, see § 192.7), reduced by the appropriate factor in paragraph
(a)(2)(ii) of this section; or
(ii)
If the pipe is 12 3/4 in. (324 mm) or less in outside diameter and is not
tested to yield under this paragraph, 200 p.s.i. (1379 kPa).
(2) The pressure obtained by
dividing the pressure to which the segment was tested after construction as
follows:
(i) For plastic pipe in all
locations, the test pressure is divided by a factor of 1.5.
(ii) For steel pipe operated at 100 p.s.i.
(689 kPa) gage or more, the test pressure is divided by a factor determined in
accordance with the following table:
Class location
|
Factors Segment-
|
Installed before (Nov.12, 1970)
|
Installed after (Nov. 11, 1970)
|
Converted under §192.14
|
1.......................
|
1.1
|
1.1
|
1.25
|
2.......................
|
1.25
|
1.25
|
1.25
|
3.......................
|
1.4
|
1.5
|
1.5
|
4.......................
|
1.4
|
1.5
|
1.5
|
(3) The highest actual operating pressure to
which the segment was subjected during the 5 years preceding the applicable
date in the second column. This pressure restriction applies unless the segment
was tested according to the requirements in paragraph (a)(2) of this section
after the applicable date in the third column or the segment was uprated
according to the requirements in subpart K of this part:
Pipeline segment
|
Pressure date
|
Test date
|
-Onshore gathering line that first became subject to
this part (other than § 192.612) after April 13, 2006.
-Onshore transmission line that was a gathering line
not subject to this part before March 15, 2006.
|
March 15, 2006, or date line becomes subject to this
part, whichever is later.
|
5 years preceding applicable date in second
column.
|
Offshore gathering lines .......... |
July 1, 1976
|
July 1, 1971
|
All other pipelines...............
|
July 1, 1970
|
July 1, 1965
|
(4)
The pressure determined by the operator to be the maximum safe pressure after
considering the history of the segment, particularly known corrosion and the
actual operating pressure.
(b) No person may operate a segment to which
paragraph (a)(4) of this section is applicable, unless over-pressure protective
devices are installed on the segment in a manner that will prevent the maximum
allowable operating pressure from being exceeded, in accordance with §
192.195.
(c) The requirements on
pressure restrictions in this section do not apply in the following instance.
An operator may operate a segment of pipeline found to be in satisfactory
condition, considering its operating and maintenance history, at the highest
actual operating pressure to which the segment was subjected during the 5 years
preceding the applicable date in the second column of the table in paragraph
(a)(3) of this section. An operator must still comply with §
192.611.
(d) The maximum allowable
operating pressure shall be designated following the above procedures and
posted on system maps, drawings, regulator stations or other appropriate
records.
§ 192.621
Maximum Allowable Operating Pressure: High-Pressure Distribution
Systems
(a) No person may operate a
segment of a high pressure distribution system at a pressure that exceeds the
lowest of the following pressures, as applicable:
(1) The design pressure of the weakest
element in the segment, determined in accordance with Subparts C and D of this
part.
(2) 60 p.s.i. (414 kPa) gage
for a segment of a distribution system otherwise designed to operate at over 60
p.s.i. (414 kPa) gage, unless the service lines in the segment are equipped
with service regulators or other pressure limiting devices in series that meet
the requirements of § 192.197(c).
(3) 25 p.s.i. (172 kPa) gage in segments of
cast iron pipe in which there are unreinforced bell and spigot
joints.
(4) The pressure limits to
which a joint could be subjected without the possibility of its
parting.
(5) The pressure
determined by the operator to be the maximum safe pressure after considering
the history of the segment, particularly known corrosion and the actual
operating pressures.
(b)
No person may operate a segment of pipeline to which paragraph (a)(5) of this
section applies, unless overpressure protective devices are installed on the
segment in a manner that will prevent the maximum allowable operating pressure
from being exceeded, in accordance with § 192.195.
(c) The maximum allowable operating pressure
shall be designated following the above procedures and posted on system maps,
drawings, regulator stations or other appropriate records.
§ 192.622
Maximum Actual Operating
Pressure: High-Pressure Distribution Systems
(a) Each operator shall establish a maximum
actual operating pressure if the actual operating pressure is less than the
established maximum allowable operating pressure. The maximum actual operating
pressure will be the pressure for orifice sizing in customer regulators as
required by § 192.197. The maximum actual operating pressure may be
increased to a pressure not exceeding the maximum allowable operating pressure
during emergency operating conditions. Normal seasonal gas demands are not
considered emergency operating conditions. Upon termination of the emergency
the pressure must be reduced to a pressure not exceeding the established
maximum actual operating pressure. The maximum actual operating pressure shall
be posted on system maps, drawings, regulator stations or other appropriate
records.
(b) Before increasing the
established maximum actual operating pressure, under normal conditions, the
operator shall:
(1) Calculate the rated
capability of each overpressure control device installed at each customer's
service.
(2) If the overpressure
control device is not capable of maintaining a safe pressure to the customer's
gas utilization equipment, a new or additional device must be installed to
provide a safe pressure to the customer.
§ 192.623
Maximum and Minimum
Allowable Operating Pressure: Low-Pressure Distribution Systems
(a) No person may operate a low-pressure
distribution system at a pressure high enough to make unsafe the operation of
any connected and properly adjusted low-pressure gas burning
equipment.
(b) No person may
operate a low-pressure distribution system at a pressure lower than the minimum
pressure at which the safe and continuing operation of any connected and
properly adjusted low-pressure gas burning equipment can be assured.
(c) The maximum allowable operating pressure
shall be designated following the above procedures and posted on system maps,
drawings, regulator stations or other appropriate records.
§ 192.625
Odorization of
Gas
(a) A combustible gas in a
distribution line must contain a natural odorant or be odorized so that at a
concentration in air of one-fifth of the lower explosive limit, the gas is
readily detectable by a person with a normal sense of smell.
(b) After December 31,1976, a combustible gas
in a transmission line in a Class 3 or Class 4 location must comply with the
requirements of paragraph (a) of this section unless:
(1) At least 50 percent of the length of the
line downstream from that location is in a Class 1 or Class 2
location;
(2) The line transports
gas to any of the following facilities which received gas without an odorant
from that line before May 5,1975;
(i) An
underground storage field;
(ii) A
gas processing plant;
(iii) A gas
dehydration plant; or
(iv) An
industrial plant using gas in a process where the presence of an odorant:
(A) Makes the end product unfit for the
purpose for which it is intended;
(B) Reduces the activity of a catalyst;
or
(C) Reduces the percentage
completion of a chemical reaction;
(3) In the case of a lateral line which
transports gas to a distribution center, at least 50 percent of the length of
that fine is in a Class 1 or Class 2 location; or
(4) The combustible gas is hydrogen intended
for use as a feedstock in a manufacturing process.
(c) In the concentrations in which it is
used, the odorant in combustible gases must comply with the following:
(1) The odorant must not be harmful to
persons, materials, or pipes.
(2)
The products of combustion from the odorant may not be toxic when breathed nor
may they be corrosive or harmful to those materials to which the products of
combustion will be exposed.
(d) The odorant may not be soluble in water
to an extent greater than 2.5 parts to 100 parts by weight.
(e) Equipment for odorization must introduce
the odorant without wide variations in the level of odorant.
(f) To assure the proper concentration of
odorant in accordance with this section, each operator must conduct periodic
sampling of combustible gases using an instrument capable of determining the
percentage of gas in air at which the odor becomes readily
detectable.
(g) Each operator shall
conduct an odorant concentration test by performing a room odorant test or
measuring with an instrument designed for this purpose. Systems odorized by
centrally located equipment and designed to provide properly odorized gas to a
large number of customers, shall have test points at key locations where
odorant concentration tests shall be taken. These test points shall be
designated in such a manner to allow sampling of gas at the furthest points
from the odorizer(s). These tests shall be conducted at intervals not exceeding
3 months and recorded. As a minimum, records of the most current and previous
test shall be maintained by the operator.
(h) Individual taps from unodorized
facilities shall be provided with odorization equipment of proper size and
serviced frequently enough to ensure an ample supply at all times. Odorant
concentration test of this type facility shall be conducted each six months by
an acceptable method, Odorant test records of the most current and previous
test of each customer shall be maintained by the operator.
§ 192.627
Tapping Pipelines Under
Pressure
Each tap made on a pipeline under pressure must be performed by
a crew qualified to make hot taps.
§192.629
Purging of
Pipelines
(a) When a pipeline is being
purged of air by use of gas, the gas must be released into one end of the tine
in a moderately rapid and continuous flow. If gas cannot be supplied in
sufficient quantity to prevent the formation of a hazardous mixture of gas and
air, a slug of inert gas must be released into the line before the
gas.
(b) When a pipeline is being
purged of gas by use of air, the air must be released into one end of the line
in a moderately rapid and continuous flow. If air cannot be supplied in
sufficient quantity to prevent the formation of a hazardous mixture of gas and
air, a slug of inert gas must be released into the line before the
air.
(c) When a low pressure gas
system is being purged of water by natural gas, the allowable operating
pressure may not be exceeded. If the pressure required to purge the water
exceeds the established maximum allowable operating pressure, air will be used
to purge the system.
SUBPART M
MAINTENANCE
§ 192.701
Scope
This subpart prescribes minimum requirements for maintenance of
pipeline facilities.
§
192.703
General(a)
No person may operate a segment of pipeline, unless it is maintained in
accordance with this subpart.
(b)
Each segment of pipeline that becomes unsafe must be replaced, repaired, or
removed from service.
(c) Hazardous
leaks must be repaired promptly.
§ 192.705
Transmission Lines:
Patrolling
(a) Each operator shall
have a patrol program to observe surface conditions on and adjacent to the
transmission line right-of-way for indications of leaks, construction activity,
and other factors affecting safety and operation.
(b) The frequency of patrols is determined by
the size of the line, the operating pressure, the class location, terrain,
weather, and other relevant factors, but intervals between patrols may not be
longer than prescribed in the following table:
Maximum interval between patrols
|
Class location of line
|
At highway and railroad crossings
|
At all other places
|
1, 2......................
|
7 1/2 months, but at least twice each calendar
year.
|
15 months, but at least once each calendar year.
|
3.........................
|
4 1/2 months, but at least four times each calendar
year.
|
7 1/2 months, but at least twice each calendar
year.
|
4.........................
|
4 1/2 months, but at least four times each calendar
year.
|
4 1/2 months, but at least four times each calendar
year.
|
(c)
Methods of patrolling include walking, driving, flying or other appropriate
means of traversing the right-of-way.
§ 192.706
Transmission Lines:
Leakage Surveys
Leakage surveys of a transmission line must be conducted at
intervals not exceeding 15 months, but at least once each calendar year.
However, in the case of a transmission line which transports gas in conformity
with § 192.625 without an odor or odorant, leakage surveys using leak
detector equipment must be conducted:
(a) In Class 3 locations, at intervals not
exceeding 1/2 months, but at least twice each calendar year; and
(b) In Class 4 locations, at intervals not
exceeding 41/2 months, but at least four times each calendar
year.
§ 192.707
Line Markers for Mains and Transmission Lines
(a)
Buried pipelines. Except
as provided in paragraph (b) of this section, a line marker must be placed and
maintained as close as practical over each buried main and transmission line:
(1) At each crossing of a public road and
railroad; and
(2) Wherever
necessary to identify the location of the transmission line or main to reduce
the possibility of damage or interference. When a pipeline crosses a divided
roadway, a marker shall be placed on each side of the roadway.
(b)
Exceptions for buried
pipelines. Line markers are not required for the following pipelines:
(1) Mains and transmission lines located at
crossings of or under waterways and other bodies of water.
(2) Mains in Class 3 or Class 4 locations
where a damage prevention program is in effect under § 192.614:
(3) Transmission lines in Class 3 or 4
locations where placement of a tine marker is impractical.
(c)
Pipelines above ground.
Line markers must be placed and maintained along each section of a main and
transmission line that is located above-ground in an area accessible to the
public.
(d)
Marker
warning. The following must be written legibly on a background of
sharply contrasting color on each line marker:
(1) The word "Warning", "Caution", or
"Danger", followed by the words "Gas Pipeline" all of which, except for markers
in heavily developed urban areas, must be in letters at least one inch (25
millimeters) high with one-quarter inch (6.4 millimeters) stroke.
(2) The name of the operator and the
telephone number (including area code) where the operator can be reached at all
times.
§
192.709
Transmission Lines: Record-Keeping
Each operator shall maintain the following records for
transmission lines for the periods specified:
(a) The date, location, and description of
each repair made to pipe (including pipe-to-pipe connections) must be retained
for as long as the pipe remains in service.
(b) The date, location, and description of
each repair made to parts of the pipeline system other than pipe must be
retained for at least 5 years. However, repairs generated by patrols, surveys,
inspections, or tests required by subparts L and M of this part must be
retained in accordance with paragraph (c) of this section.
(c) A record of each patrol, survey,
inspection, and test required by subparts L and M of this part must be retained
for at least 5 years or until the next patrol, survey, inspection, or test is
completed, whichever is longer.
§ 192.711
Transmission Lines:
General Requirements for Repair Procedures
(a) Each operator shall take immediate
temporary measures to protect the public whenever:
(1) A leak, imperfection, or damage that
impairs its serviceability is found in a segment of steel transmission line
operating at or above 40 percent of the SMYS; and
(2) It is not feasible to make a permanent
repair at the time of discovery. As soon as feasible, the operator shall make
permanent repairs.
(b)
Except as provided in § 192.717(b)(3), no operator may use a welded patch
as a means of repair.
§
192.713
Transmission Lines: Permanent Field Repair of
Imperfections and Damages(a) Each
imperfection or damage that impairs the serviceability of pipe in a steel
transmission line operating at or above 40 percent of SMYS must be-
(1) Removed by cutting out and replacing a
cylindrical piece of pipe; or
(2)
Repaired by a method that reliable engineering tests and analyses show can
permanently restore the serviceability of the pipe.
(b) Operating pressure must be at a safe
level during repair operations.
§ 192.715
Transmission Lines:
Permanent Field Repair of Welds
Each weld that is unacceptable under § 192.241(c) must be
repaired as follows:
(a) If it is
feasible to take the segment of transmission line out of service, the weld must
be repaired in accordance with the applicable requirements of §
192.245.
(b) A weld may be repaired
in accordance with § 192.245 while the segment of transmission line is in
service if:
(1) The weld is not
leaking;
(2) The pressure in the
segment is reduced so that it does not produce a stress that is more than 20
percent of the SMYS of the pipe; and
(3) Grinding of the defective area can be
limited so that at least 1/8 inch (3.2 millimeters) thickness in the pipe weld
remains.
(c) A defective
weld which cannot be repaired in accordance with paragraph (a) or (b) of this
section must be repaired by installing a full encirclement welded split sleeve
of appropriate design.
§
192.717
Transmission Lines: Permanent Field Repair of
Leaks
Each permanent field repair of a leak on a transmission line
must be made by-
(a) Removing the leak
by cutting out and replacing a cylindrical piece of pipe; or
(b) Repairing the leak by one of the
following methods:
(1) Install a full
encirclement welded split sleeve of appropriate design, unless the transmission
line is joined by mechanical couplings and operates at less than 40 percent of
SMYS.
(2) If the leak is due to a
corrosion pit, install a properly designed bolt-on-leak clamp.
(3) If the leak is due to a corrosion pit and
on pipe of not more than 40,000 p.s.i. (267 Mpa) SMYS, fillet weld over the
pitted area a steel plate patch with rounded corners, of the same or greater
thickness than the pipe, and not more than one-half of the diameter of the pipe
in size.
(4) If the leak is on a
submerged offshore pipeline or submerged pipeline in inland navigable waters,
mechanically apply a full encirclement split sleeve of appropriate
design.
(5) Apply a method that
reliable engineering tests and analyses show can permanently restore the
serviceability of the pipe.
§ 192.719
Transmission Lines:
Testing of Repairs(a) Testing of
replacement pipe. If a segment of transmission line is repaired by cutting out
the damaged portion of the pipe as a cylinder, the replacement pipe must be
tested to the pressure required for a new line installed in the same location.
This test may be made on the pipe before it is installed.
(b) Testing of repairs made by welding. Each
repair made by welding in accordance with §§ 192.713, 192.715, and
192.717 must be examined In accordance with § 192.241.
§ 192.721
Distribution
Systems: Patrolling(a) The frequency
of patrolling mains must be determined by the severity of the conditions which
could cause failure or leakage, and the consequent hazards to public
safety.
(b) Mains in places or on
structures where anticipated physical movement or external loading could cause
failure or leakage must be patrolled -
(1) In
business districts, at intervals not exceeding 4 1/2 months, but at least
4 times each calendar year; and
(2)
Outside business districts, at intervals not exceeding 7 1/2 months, but
at least twice each calendar year.
§ 192.723
Distribution Systems:
Leakage Surveys and Procedures(a) Each
operator of a distribution system shall conduct periodic leakage surveys in
accordance with this section. These surveys must be performed by, or under the
direct supervision of, personnel trained and qualified in both the use of
appropriate equipment and the classification of leaks. In addition, maps that
approximate the location of the mains and transmission lines being surveyed
must be available.
(b) The type and
scope of the leakage control program must be determined by the nature of the
operations and the local conditions, but it must meet the following minimum
requirements.
(1) A leakage survey with leak
detector equipment shall be conducted in business districts including test of
the atmosphere in electric, gas, sewer, telephone, and water system manholes,
at cracks in pavement and sidewalks and at other locations providing an
opportunity for finding gas leaks. This survey shall be performed with a flame
ionization unit or a gas detector at intervals not exceeding 15 months, but at
least once each calendar year.
(2)
A leakage survey with leak detector equipment must be conducted outside
business districts as frequently as necessary, but at intervals not exceeding 5
years. However, for cathodically unprotected distribution lines subject to
§ 192.465(e) on which electrical surveys for corrosion are impractical,
survey intervals may not exceed 3 years.
(i) A
leakage survey of all underground natural gas distribution systems outside of a
business district, that are owned/operated or the responsibility of a public or
municipal utility shall be performed as frequently as necessary but at
intervals not exceeding five (5) calendar years.
(ii) A leakage survey of all underground
natural gas distribution systems, not owned nor the responsibility of a public
or municipal utility and used to transport gas from a master meter or utility
company gas main to multiple buildings, shall be performed as frequently as
necessary but at intervals not exceeding five (5) years. Owners/operators of
these systems shall be responsible to ensure these surveys are
accomplished.
(c) The type and scope of the surveys
required in (i) and (ii) above, must ensure detection, location, evaluation and
classification of any gas leakage. The following methods may be employed
depending on the design and size of the system or facility:
(1) Flame Ionization Detector.
(2) Combustible Gas Indicator (includes bar
holing).
(3) Pressure Drop or No
Flow. Only to be used to establish the presence or absence of leakage on a
distribution system. Where leakage is indicated, further evaluation by another
detection method must be accomplished to locate, evaluate and classify leaks.
When this method is used to verify no leakage exists a test record certified by
a qualified person, organization or agency, must be retained with records of
survey.
NOTE: Test duration must be of sufficient length to
detect leakage, and the following should be considered:
Volume under test and the time for the test medium to become
temperature stabilized.
(d) All leaks detected shall be classified to
assure a standardized priority of repair is established. There is no precise
means presently developed to accurately classify teaks, however, there are four
general categories that must be considered when judging the severity of gas
leaks:
(1) Proportion. The quantity of gas
escaping based on gas indicator readings, pressure of line or container from
which gas is escaping and concentration of odor.
(2) Location. The centralized location of
escaping gas; under buildings and paved surfaces, near occupied buildings, near
source of ignition or in open areas where the concentration of gas is
improbable.
(3) Dispersion. The
areas to which escaping gas may spread. Based on depth of line, type of soil,
pressure, surface cover, moisture, frozen soil and other soil
conditions.
(4) Evaluation. All
factors must be evaluated, applying experience and good judgement in arriving
at the proper classification.
(e) To standardize leak classification, using
the above factors, all leaks shall be classified in the following categories:
(1) Class 1. Leaks that represent an existing
or probable hazard to persons or property and requires immediate repair or
continuous action until the hazardous condition no longer exists.
(2) Class 2. Leaks that are considered
non-hazardous at the time of detection, but could become hazardous if repair is
not accomplished in a reasonable length of time. Repair as soon as possible,
but within a period not to exceed five months.
(3) Class 3. Leaks that are non-hazardous at
the time of detection and can be expected to remain non-hazardous. These leaks
should be re-evaluated during the next scheduled survey. Repair as time and
expenditures permit.
(f)
In addition to leak surveys, any leak or gas odor reported from the public,
fire, police or other authorities or notification of damage to facilities by
outside sources shall require prompt investigation. Thorough investigations
shall be performed on all suspected leaks to determine the degree of existing
hazard to person or property. This includes entering structures in a reported
or suspected leakage area and checking for presence of gas.
(1) Leaks reported on customer's piping shall
be investigated by trained and qualified employees who must judge the degree of
hazard and establish the required repair priority. If a hazardous leak exists
on customer's piping, the service shall be immediately terminated upstream of
the leak. If the leak is not presently hazardous but may become hazardous, the
customer shall be given a reasonable time to repair the leak.
(g) A leak repair record shall be
made for every leak detected or identified. Leaks discovered on customer's
piping, downstream of the meter, shall be documented on operator's service
orders and retained until the customer's piping has been repaired to the
satisfaction of the operator. Corrosion leaks shall be documented on permanent
records and shall be retained for as long as the segment of pipeline on which
the leak was located is in service. As a minimum, leak records other than
corrosion shall be maintained on the two most current leak surveys. Each leak
record shall contain, as a minimum, the following:
(1) Date leak discovered.
(2) Location.
(3) Classification.
(4) Cause of leak.
(5) Initials of person making the repair or
responsible for maintaining the records of work accomplished.
(h) Leaks may be reclassified by
responsible and suitable experienced persons whose name shall appear on the
documents.
§
192.725
Test Requirements for Reinstating Service
Lines
(a) Except as provided in
paragraph (b) of this section, each disconnected service line must be tested in
the same manner as a new service line, before being reinstated.
(b) Each service line temporarily
disconnected from the main must be tested from the point of disconnection to
the service line valve in the same manner as a new service line, before
reconnecting. However, if provisions are made to maintain continuous service,
such as installation of a bypass, any part of the original service line used to
maintain continuous service need not be tested.
§ 192.727
Abandonment or
Deactivation of Facilities
(a) Each
operator shall conduct abandonment or deactivation of pipelines In accordance
with the requirements of this section.
(b) Each pipeline abandoned in place must be
disconnected from all sources and supplies of gas, purged of gas, and the ends
sealed. However, the pipeline need not be purged when the volume of gas is so
small that there is no potential hazard.
(c) Except for service tines, each inactive
pipeline that is not being maintained under this part must be disconnected from
all sources and supplies of gas, purged of gas, and the ends sealed. However,
the pipeline need not be purged when the volume of gas is so small that there
is no potential hazard.
(d)
Whenever service to a customer is discontinued, one of the following must be
complied with:
(1) The valve that is closed
to prevent the flow of gas to the customer must be provided with a locking
device or other means designed to prevent the opening of the valve by persons
other than those authorized by the operator.
(2) A mechanical device or fitting that will
prevent the flow of gas must be installed in the service line or in the meter
assembly.
(3) The customer's piping
must be physically disconnected from the gas supply and the open pipe ends
sealed.
(e) If air is
used for purging, the operator shall ensure that a combustible mixture is not
present after purging.
(f) Each
abandoned vault must be filled with a suitable compacted material.
(g) For each abandoned offshore pipeline
facility or each abandoned onshore pipeline facility that crosses over, under
or through a commercially navigable waterway, the last operator of that
facility must file a report upon abandonment of that facility.
(1) The preferred method to submit data on
pipeline facilities abandoned after October 10,2000 is to the National Pipeline
Mapping System (NPMS) in accordance with the NPMS "Standards for Pipeline and
Liquefied Natural Gas Operator Submissions." To obtain a copy of the NPMS
Standards, please refer to the NPMS homepage at http://www.npms.phmsa.dot.gov
or contact the NPMS National Repository at 703-317-3073. A digital data format
is preferred, but hard copy submissions are acceptable if they comply with the
NPMS Standards. In addition to the NPMS-required attributes, operators must
submit the date of abandonment, diameter, method of abandonment, and
certification that, to the best of the operator's knowledge, ail of the
reasonably available information requested was provided and, to the best of the
operator's knowledge, the abandonment was completed in accordance with
applicable laws. Refer to the NPMS Standards for details in preparing your data
for submission. The NPMS Standards also include details of how to submit data.
Alternatively, operators may submit reports by mail, fax or e-mail to the
Pipeline and Hazardous Materials Safety Administration, U.S. Department of
Transportation, PHP-10, 1200 New Jersey Avenue, SE., Washington, DC 20590; fax
(202) 366-4566; e-mail
InformationResourcesManager@phmsa.dot.gov. The information in
the report must contain all reasonably available information related to the
facility, including information in the possession of a third party. The report
must contain the location, size, date, method of abandonment, and a
certification that the facility has been abandoned in accordance with all
applicable laws.
(2)
[Reserved].
§
192.731
Compressor Stations: Inspection and Testing of
Relief Devices.
(a) Except for rupture
discs, each pressure relieving device in a compressor station must be inspected
and tested in accordance with §§ 192.739 and 192.743, and must be
operated periodically to determine that it opens at the correct set
pressure.
(b) Any defective or
inadequate equipment found must be promptly repaired or replaced.
(c) Each remote control shutdown device must
be inspected and tested, at intervals not exceeding 15 months, but at least
once each calendar year, to determine that it functions properly.
§ 192.735
Compressor
Stations: Storage of Combustible Materials.
(a) Flammable or combustible materials in
quantities beyond those required for everyday use, or other than those normally
used in compressor buildings, must be stored a safe distance from the
compressor building.
(b)
Above-ground oil or gasoline storage tanks must be protected in accordance with
National Fire Protection Association Standard No. 30.
§ 192.736
Compressor Stations: Gas
Detection.
(a) Not later than
September 16,1996, each compressor building in a compressor station must have a
fixed gas detection and alarm system, unless the building is:
(1) Constructed so that at least 50 percent
of its upright side area is permanently open; or
(2) Located in an unattended field compressor
station of 1,000 horsepower (746 kW) or less.
(b) Except when shutdown of the system is
necessary for maintenance under paragraph (c) of this section, each gas
detection and alarm system required by this section must:
(1) Continuously monitor the compressor
building for a concentration of gas in air of not more than 25 percent of the
lower explosive limit; and
(2) If
that concentration of gas is detected, warn persons about to enter the building
and persons inside the building of the danger.
(c) Each gas detection and alarm system
required by this section must be maintained to function properly. The
maintenance must include performance tests.
§ 192.739
Pressure Limiting and
Regulating Stations: Inspection and Testing.
(a) Each pressure limiting station, relief
device (except rupture discs), and pressure regulating station and its
equipment must be subjected, at intervals not exceeding 15 months, but at least
once each calendar year, to inspections and tests. These inspections and tests
shall include the following:
(1) Pressure
regulating devices.
(i) Each regulator must be
inspected to ensure it is in good working order, controls pressure and capacity
within acceptable limits for the system in which it is installed.
(ii) Shuts off pressure within acceptable
limits.
(iii) Second stage
regulator will withstand and control first stage inlet pressure if a relief
valve is not installed between regulators.
(iv) Properly installed control lines,
controllers, actuators and protected from conditions that may prevent proper
operation.
(v) Except as provided
in paragraph (b) of this section, set to control or relieve at the correct
pressure consistent with the pressure limits of § 192.201(a);
and
(2) Pressure
limiting and relief devices.
(i) Monitor
regulators tested for proper operating parameters.
(ii) Except as provided in paragraph (b) of
this section set to control or relieve at the correct pressure consistent with
the pressure limits of § 192,201 (a); and
(iii) Vent stacks are free of obstructions,
properly routed, vented outside of building and vents adequately
covered.
(iv) Block valves
connecting relief devices to a system shall be locked in the open position and
block valves in manually-fed above ground bypasses shall be locked in the
closed position.
(b) For steel pipelines whose MAOP is
determined under § 192.619(c), if the MAOP is 60 p.s.i. (414 kPa) gage or
more, the control or relief pressure limit is as follows:
If the MAOP produces a hoop stress that is:
|
Then the pressure limit is:
|
Greater than 72 percent of SMYS
|
MAOP plus 4 percent
|
Unknown as a precentage of SMYS
|
A pressure that will prevent unsafe operation of the
pipeline considering its operating and maintenance history and MAOP
|
§
192.741
Pressure Limiting and Regulating Stations:
Telemetering or Recording Gauges(a)
Each distribution system supplied by more than one district pressure regulating
station must be equipped with telemetering or recording pressure gauges to
indicate the gas pressure in the district.
(b) On distribution systems supplied by a
single district pressure regulating station, the operator shall determine the
necessity of installing telemetering or recording gauges in the district,
taking into consideration the number of customers supplied, the operating
pressures, the capacity of the installation, and other operating
conditions.
(c) If there are
indications of abnormally high or low pressure, the regulator and the auxiliary
equipment must be inspected and the necessary measures employed to correct any
unsatisfactory operating conditions.
§ 192.743
Pressure Limiting and
Regulating Stations: Capacity of Relief Devices
(a) Pressure relief devices at pressure
limiting stations and pressure regulating stations must have sufficient
capacity to protect the facilities to which they are connected. Except as
provided in § 192.739(b), the capacity must be consistent with the
pressure limits of § 192.201(a). This capacity must be determined at
intervals not exceeding 15 months, but at least once each calendar year, by
testing the devices in place or by review and calculations.
(b) If review and calculations are used to
determine if a device has sufficient capacity, the calculated capacity must be
compared with the rated or experimentally determined relieving capacity of the
device for the conditions under which it operates. After the initial
calculations, subsequent calculations need not be made if the annual review
documents that parameters have not changed to cause the rated or experimentally
determined relieving capacity to be insufficient.
(c) If a relief device is of insufficient
capacity, a new or additional device must be installed to provide the capacity
required by paragraph (a) of this section.
§ 192.745
Valve Maintenance:
Transmission Lines(a) Each valve, the
use of which may be necessary for the safe operation of a transmission line,
must be identified and readily accessible. These valves must be inspected,
lubricated when necessary and partially operated at intervals not exceeding 15
months, but at least once each calendar year.
(b) Each operator must take prompt remedial
action to correct any valve found inoperable, unless the operator designates an
alternative valve.
§
192.747
Valve Maintenance: Distribution Systems
(a) Each valve, the use of which may be
necessary for the safe operation of a distribution system must be identified
and readily accessible. These valves must be inspected, lubricated when
necessary and partially operated at intervals not exceeding 15 months, but at
least once each calendar year.
(b)
Each operator must take prompt remedial action to correct any valve found
inoperable, unless the operator designates an alternative valve.
§192.749
Vault
Maintenance
(a) Each vault housing
pressure regulating and pressure limiting equipment, and having a volumetric
internal content of 200 cubic feet (5.66 cubic meters) or more, must be
inspected, at intervals not exceeding 15 months, but at least once each
calendar year, to determine that it is in good physical condition and
adequately ventilated.
(b) If gas
is found in the vault, the equipment in the vault must be inspected for leaks,
and any leaks found must be repaired.
(c) The ventilating equipment must also be
inspected to determine that it is functioning properly.
(d) Each vault cover must be inspected to
assure that it does not present a hazard to public safety.
§ 192.751
Prevention of Accidental
Ignition
Each operator shall take steps to minimize the danger of
accidental ignition of gas in any structure or area where the presence of gas
constitutes a hazard of fire or explosion, including the following:
(a) When a hazardous amount of gas is being
vented into open air, each potential source of ignition must be removed from
the area and a fire extinguisher must be provided.
(b) Gas or electric welding or cutting may
not be performed on pipe or on pipe components that contain a combustible
mixture of gas and air in the area of work.
(c) Post warning signs, where
appropriate.
§
192.753
Caulked Bell and Spigot Joints
(a) Each cast iron caulked bell and spigot
joint that is subject to pressures of more than 25 p.s.i. (172kPa) gage must be
sealed with:
(1) A mechanical leak clamp;
or
(2) A material or device which:
(i) Does not reduce flexibility of the
joint;
(ii) Permanently bonds,
either chemically or mechanically, or both, with the bell and spigot metal
surfaces or adjacent pipe metal surfaces; and
(iii) Seals and bonds in a manner that meets
the strength, environmental, and chemical compatibility requirements of
§§ 192.53(a) and (b) and § 192.143.
(b) Each cast iron caulked bell
and spigot joint that is subject to pressures of 25 p.s.i. (172kPa) gage or
less and is exposed for any reason must be sealed by a means other than
caulking.
§ 192.755
Protecting Cast Iron Pipelines.
When an operator has knowledge that the support for a segment
of a buried cast iron pipeline is disturbed:
(a) That segment of the pipeline must be
protected, as necessary, against damage during the disturbance by:
(1) Vibrations from heavy construction
equipment, trains, trucks, buses or blasting;
(2) Impact force by vehicles;
(3) Earth movement;
(4) Apparent future excavations near the
pipeline; or
(5) Other foreseeable
outside forces which may subject that segment of the pipeline to bending
stress.
(b) As soon as
feasible, appropriate steps must be taken to provide permanent protection for
the disturbed segment from damage that might result from external toads,
including compliance with applicable requirements of §§ 192.317(a),
192.319, and 192.361(b) - (d).
SUBPART N
Qualification of Pipeline
Personnel
§192.801
Scope
(a) This subpart
prescribes the minimum requirements for operator qualification of individuals
performing covered tasks on a pipeline facility.
(b) For the purpose of this subpart, a
covered task is an activity, identified by the operator, that:
(1) Is performed on a pipeline
facility;
(2) Is an operations or
maintenance task;
(3) Is performed
as a requirement of this part; and
(4) Affects the operation or integrity of the
pipeline.
§192.803
Definitions
Abnormal operating condition means a condition identified by
the operator that may indicate a malfunction of a component or deviation from
normal operations that may:
(a)
Indicate a condition exceeding design limits; or
(b) Result in a hazard(s) to persons,
property, or the environment.
Evaluation means a process, established and documented by the
operator, to determine an individual's ability to perform a covered task by any
of the following:
(a) Written
examination;
(b) Oral
examination;
(c) Work performance
history review;
(d) Observation
during:
(1) Performance on the job,
(2) On the job training, or
(3) Simulations;
(e) Other forms of assessment.
Qualified means that an individual has been evaluated and
can:
(a) Perform assigned covered
tasks; and
(b) Recognize and react
to abnormal operating conditions.
§ 192.805
Qualification
program
Each operator shall have and follow a written qualification
program. The program shall include provisions to:
(a) Identify covered tasks;
(b) Ensure through evaluation that
individuals performing covered tasks are qualified;
(c) Allow individuals that are not qualified
pursuant to this subpart to perform a covered task if directed and observed by
an individual that is qualified;
(d) Evaluate an individual if the operator
has reason to believe that the individual's performance of a covered task
contributed to an incident as defined in Part 191;
(e) Evaluate an individual if the operator
has reason to believe that the individual is no longer qualified to perform a
covered task;
(f) Communicate
changes that affect covered tasks to individuals performing those covered
tasks;
(g) Identify those covered
tasks and the intervals at which evaluation of the individual's qualifications
is needed;
(h) After December 16.
2004, provide training, as appropriate, to ensure that individuals performing
covered tasks have the necessary knowledge and skills to perform the tasks in a
manner that ensures the safe operation of pipeline facilities; and
(i) After December 16,2004, notify the
Administrator or a state agency participating under 49 U.S.C. Chapter 601 if
the operator significantly modifies the program after the Administrator or
state agency has verified that it complies with this section.
§192.807
Recordkeeping.
Each operator shall maintain records that demonstrate
compliance with this subpart.
(a)
Qualification records shall include:
(1)
Identification of qualified individual(s);
(2) Identification of the covered tasks the
individual is qualified to perform;
(3) Date(s) of current qualification;
and
(4) Qualification method
(s).
(b) Records
supporting an individual's current qualification shall be maintained while the
individual is performing the covered task. Records of prior qualification and
records of individuals no longer performing covered tasks shall be retained for
a period of five years.
§
192.809
General.(a)
Operators must have a written qualification program by April 27, 2001. The
program must be available for review by the Administrator or by a state agency
participating under 49 U.S.C. Chapter 601 if the program is under the authority
of that state agency.
(b) Operators
must complete the qualification of individuals performing covered tasks by
October 28, 2002.
(c) Work
performance history review may be used as a sole evaluation method for
individuals who were performing a covered task prior to October
26,1999.
(d) After October 28,
2002, work performance history may not be used as a sole evaluation
method.
(e) After December 16, 2004
observation of on-the-job performance may not be used as the sole method of
evaluation.
SUBPART
O
GAS TRANSMISSION PIPELINE INTEGRITY MANAGEMENT
§ 192.901
What do the regulations
in this subpart cover?
This subpart prescribes minimum requirements for an integrity
management program on any gas transmission pipeline covered under this part.
For gas transmission pipelines constructed of plastic, only the requirements in
§§ 192.917,192.921, 192.935 and 192.937 apply.
§ 192.903
What definitions apply
to this subpart?
The following definitions apply to this subpart.
Assessment is the use of testing techniques as
allowed in this subpart to ascertain the condition of a covered pipeline
segment.
Confirmatory direct assessment is an integrity
assessment method using more focused application of the principles and
techniques of direct assessment to identify internal and external corrosion in
a covered transmission pipeline segment.
Covered segment or covered pipeline segment
means a segment of gas transmission pipeline located in a high
consequence area. The terms gas and transmission line are defined in the
Definitions section.
Direct assessment is an integrity assessment
method that utilizes a process to evaluate certain threats (i.e.,
external corrosion, internal corrosion and stress corrosion cracking)
to a covered pipeline segment's integrity. The process includes the gathering
and integration of risk factor data, indirect examination or analysis to
identify areas of suspected corrosion, direct examination of the pipeline in
these areas, and post assessment evaluation.
High consequence area means an area
established by one of the methods described in paragraphs (1) or (2) as
follows:
(1) An area defined as-
(i) A Class 3 location under § 192.5;
or
(ii) A Class 4 location under
§ 192.5; or
(iii) Any area in
a Class 1 or Class 2 location where the potential impact radius is greater than
660 feet (200 meters), and the area within a potential impact circle contains
20 or more buildings intended for human occupancy; or
(iv) Any area in a Class 1 or Class 2
location where the potential impact circle contains an identified
site.
(2) The area
within a potential impact circle containing-
(i) 20 or more buildings intended for human
occupancy, unless the exception in paragraph (4) applies; or
(ii) An identified site.
(3) Where a potential impact circle is
calculated under either method (1) or (2) to establish a high consequence area,
the length of the high consequence area extends axially along the length of the
pipeline from the outermost edge of the first potential impact circle that
contains either an identified site or 20 or more buildings intended for human
occupancy to the outermost edge of the last contiguous potential impact circle
that contains either an identified site or 20 or more buildings intended for
human occupancy. (See Figure E.l.A. in Appendix E.)
(4) If in identifying a high consequence area
under paragraph (1)(iii) of this definition or paragraph (2)(i) of this
definition, the radius of the potential impact circle is greater than 660 feet
(200 meters), the operator may identify a high consequence area based on a
prorated number of buildings intended for human occupancy within a distance 660
feet (200 meters) from the centerline of the pipeline until December 17, 2006.
If an operator chooses this approach, the operator must prorate the number of
buildings intended for human occupancy based on the ratio of an area with a
radius of 660 feet (200 meters) to the area of the potential impact circle
(i.e., the prorated number of buildings intended for human
occupancy is equal to 20 x (660 feet [or 200 meters]) / ( potential impact
radius in feet [or meters])2).
Identified site means each of the following
areas:
(a) An outside area or
open structure that is occupied by twenty (20) or more persons on at least 50
days in any twelve (12)- month period. (The days need not be consecutive).
Examples include but are not limited to, beaches, playgrounds, recreational
facilities, camping grounds, outdoor theaters, stadiums, recreational areas
near a body of water, or areas outside a rural building such as a religious
facility; or
(b) A building that is
occupied by twenty (20) or more persons on at least five (5) days a week for
ten (10) weeks in any twelve (12)- month period. (The days and weeks need not
be consecutive). Examples include, but are not limited to, religious
facilities, office buildings, community centers, general stores, 4-H
facilities, or roller skating rinks; or
(c) A facility occupied by persons who are
confined, are of impaired mobility, or would be difficult to evacuate. Examples
include but are not limited to hospitals, prisons, schools, day-care
facilities, retirement facilities or asststed-living facilities.
Potential impact circle is a circle of radius
equal to the potential impact radius (PIR).
Potential impact radius (PIR) means the radius
of a circle within which the potential failure of a pipeline could have
significant impact on people or property. PIR is determined by the formula r =
0.69 * (square root of (p*d2)), where 'r' is the
radius of a circular area in feet surrounding the point of failure, 'p' is the
maximum allowable operating pressure (MAOP) in the pipeline segment in pounds
per square inch and 'd' is the nominal diameter of the pipeline in
inches.
Note: 0.69 is the factor for natural gas. This number will vary
for other gases depending upon their heat of combustion. An operator
transporting gas other than natural gas must use section 3.2 of ASME/ANSI
B31.8S-2001 (Supplement to ASME B31.8; (incorporated by reference,
see
§ 192.7)) to calculate the impact radius
formula.
Remediation is a repair or mitigation activity
an operator takes on a covered segment to limit or reduce the probability of an
undesired event occurring or the expected consequences from the event.
§
192.905
How does an operator identify a high consequence
area?
(a)
General. To
determine which segments of an operator's transmission pipeline system are
covered by this subpart, an operator must identify the high consequence areas.
An operator must use method (1) or (2) from the definition in § 192.903 to
identify a high consequence area. An operator may apply one method to its
entire pipeline system, or an operator may apply one method to individual
portions of the pipeline system. An operator must describe in its integrity
management program which method it is applying to each portion of the
operator's pipeline system. The description must include the potential impact
radius when utilized to establish a high consequence area. (See Appendix E.I.
for guidance on identifying high consequence areas.)
(b)
(1)
Identified sites. An operator must identify an identified
site, for purposes of this subpart, from information the operator has obtained
from routine operation and maintenance activities and from public officials
with safety or emergency response or planning responsibilities who indicate to
the operator that they know of locations that meet the identified site
criteria. These public officials could include officials on a local emergency
planning commission or relevant Native American tribal officials.
(2) If a public official with safety or
emergency response or planning responsibilities informs an operator that it
does not have the information to identify an identified site, the operator must
use one of the following sources, as appropriate, to identify these sites.
(i) Visible marking (e.g., a sign);
or
(ii) The site is licensed or
registered by a Federal, State, or local government agency; or
(iii) The site is on a list (including a list
on an internet web site) or map maintained by or available from a Federal,
State, or local government agency and available to the general
public.
(c)
Newly-identified areas. When an operator has information that
the area around a pipeline segment not previously identified as a high
consequence area could satisfy any of the definitions in § 192.903, the
operator must complete the evaluation using method (1) or (2). If the segment
is determined to meet the definition as a high consequence area, it must be
incorporated into the operator's baseline assessment plan as a high consequence
area within one year from the date the area is identified.
§ 192.907
What must an operator do
to implement this subpart?(a)
General. No later than December 17, 2004, an operator of a
covered pipeline segment must develop and follow a written integrity management
program that contains all the elements described in § 192.911 and that
addresses the risks on each covered transmission pipeline segment. The initial
integrity management program must consist, at a minimum, of a framework that
describes the process for implementing each program element, how relevant
decisions will be made and by whom, a time line for completing the work to
implement the program element, and how information gained from experience will
be continuously incorporated into the program. The framework will evolve into a
more detailed and comprehensive program. An operator must make continual
improvements to the program.
(b)
Implementation Standards. In carrying out this subpart, an
operator must follow the requirements of this subpart and of ASME/ANSI B31.8S
(incorporated by reference, see § 192.7) and its appendices, where
specified. An operator may follow an equivalent standard or practice only when
the operator demonstrates the alternative standard or practice provides an
equivalent level of safety to the public and property. !n the event of a
conflict between this subpart and ASME/ANSI B31.8S, the requirements in this
subpart control.
§
192.909
How can an operator change its integrity management
program?
(a)
General.
An operator must document any change to its program and the reasons for the
change before implementing the change.
(b)
Notification. An
operator must notify OPS, in accordance with § 192.949, of any change to
the program that may substantially affect the program's implementation or may
significantly modify the program or schedule for carrying out the program
elements. An operator must also notify a State or local pipeline safety
authority when either a covered segment is located in a State where OPS has an
interstate agent agreement, or an intrastate covered segment is regulated by
that State. An operator must provide the notification within 30 days after
adopting this type of change into its program.
§ 192.911
What are the elements of
an integrity management program?
An operator's initial integrity management program begins with
a framework (see § 192.907) and evolves into a more detailed and
comprehensive integrity management program, as information is gained and
incorporated into the program. An operator must make continual improvements to
its program. The initial program framework and subsequent program must, at
minimum, contain the following elements. (When indicated, refer to ASME/ANSI
B31.8S (incorporated by reference, see § 192.7) for more detailed
information on the listed element.)
(a) An identification of all high consequence
areas, in accordance with § 192.905.
(b) A baseline assessment plan meeting the
requirements of §§ 192.919 and 192.921.
(c) An identification of threats to each
covered pipeline segment, which must include data integration and a risk
assessment. An operator must use the threat identification and risk assessment
to prioritize covered segments for assessment (§ 192.917) and to evaluate
the merits of additional preventive and mitigative measures (§ 192,935)
for each covered segment.
(d) A
direct assessment plan, if applicable, meeting the requirements of §
192.923, and depending on the threat assessed, of §§ 192.925,192.927,
or 192.929.
(e) Provisions meeting
the requirements of § 192,933 for remediating conditions found during an
integrity assessment.
(f) A process
for continual evaluation and assessment meeting the requirements of §
192.937.
(g) If applicable, a plan
for confirmatory direct assessment meeting the requirements of §
192.931.
(h) Provisions meeting the
requirements of § 192.935 for adding preventive and mitigative measures to
protect the high consequence area.
(i) A performance plan as outlined in
ASME/ANSI B31.8S, section 9 that includes performance measures meeting the
requirements of § 192.945.
(j)
Record keeping provisions meeting the requirements of § 192.947.
(k) A management of change process as
outlined in ASME/ANSI B31.8S, section 11.
(I) A quality assurance process as outlined
in ASME/ANSI B31.8S, section 12.
(m) A communication plan that includes the
elements of ASME/ANSI B31.8S, section 10, and that includes procedures for
addressing safety concerns raised by -
(1)
OPS; and
(2) a State or local
pipeline safety authority when a covered segment is located in a State where
OPS has an interstate agent agreement.
(n) Procedures for providing (when
requested), by electronic or other means, a copy of the operator's risk
analysis or integrity management program to -
(1) OPS; and
(2) A State or local pipeline safety
authority when a covered segment is located in a State where OPS has an
interstate agent agreement.
(o) Procedures for ensuring that each
integrity assessment is being conducted in a manner that minimizes
environmental and safety risks.
(p)
A process for identification and assessment of newly-identified high
consequence areas. (See § 192.905 and §192.921.)
§ 192.913
When may an operator
deviate its program from certain requirements of this subpart?
(a)
General. ASME/ANSI
B31.8S (incorporated by reference, see § 192.7) provides the essential
features of a performance-based or a prescriptive integrity management program.
An operator that uses a performance-based approach that satisfies the
requirements for exceptional performance in paragraph (b) of this section may
deviate from certain requirements in this subpart, as provided in paragraph (c)
of this section.
(b)
Exceptional performance. An operator must be able to
demonstrate the exceptional performance of its integrity management program
through the following actions.
(1) To deviate
from any of the requirements set forth in paragraph (c) of this section, an
operator must have a performance-based integrity management program that meets
or exceed the performance-based requirements of ASME/ANSI B31.8S and includes,
at a minimum, the following elements -
(i) A
comprehensive process for risk analysis;
(ii) All risk factor data used to support the
program;
(iii) A comprehensive data
integration process;
(iv) A
procedure for applying lessons learned from assessment of covered pipeline
segments to pipeline segments not covered by this subpart;
(v) A procedure for evaluating every
incident, including its cause, within the operator's sector of the pipeline
industry for implications both to the operator's pipeline system and to the
operator's integrity management program;
(vi) A performance matrix that demonstrates
the program has been effective in ensuring the integrity of the covered
segments by controlling the identified threats to the covered
segments;
(vii) Semi-annual
performance measures beyond those required in § 192.945 that are part of
the operator's performance plan. (See § 192.911(1).) An operator must
submit these measures, by electronic or other means, on a semi-annual frequency
to OPS in accordance with § 192.951; and
(viii) An analysis that supports the desired
integrity reassessment interval and the remediation methods to be used for all
covered segments.
(2) In
addition to the requirements for the performance-based plan, an operator must -
(i) Have completed at least two integrity
assessments on each covered pipeline segment the operator is including under
the performance-based approach, and be able to demonstrate that each assessment
effectively addressed the identified threats on the covered segment.
(ii) Remediate all anomalies identified in
the more recent assessment according to the requirements in § 192.933, and
incorporate the results and lessons learned from the more recent assessment
into the operator's data integration and risk assessment.
(c)
Deviation.
Once an operator has demonstrated that it has satisfied the requirements of
paragraph (b) of this section, the operator may deviate from the prescriptive
requirements of ASME/ANSI B31.8S and of this subpart only in the following
instances.
(1) The time frame for
reassessment as provided in § 192,939 except that reassessment by some
method allowed under this subpart (e.g., confirmatory direct assessment) must
be carried out at intervals no longer than seven years;
(2) The time frame for remediation as
provided in § 192.933 if the operator demonstrates the time frame will not
jeopardize the safety of the covered segment.
§ 192.915
What knowledge and
training must personnel have to carry out an integrity management
program?
(a)
Supervisory
personnel. The integrity management program must provide that each
supervisor whose responsibilities relate to the integrity management program
possesses and maintains a thorough knowledge of the integrity management
program and of the elements for which the supervisor is responsible. The
program must provide that any person who qualifies as a supervisor for the
integrity management program has appropriate training or experience in the area
for which the person is responsible.
(b)
Persons who carry out assessments
and evaluate assessment results. The integrity management program must
provide criteria for the qualification of any person -
(1) Who conducts an integrity assessment
allowed under this subpart; or
(2)
Who reviews and analyzes the results from an integrity assessment and
evaluation; or
(3) Who makes
decisions on actions to be taken based on these assessments.
(c)
Persons responsible
for preventive and mitigative measures. The integrity management
program must provide criteria for the qualification of any person -
(1) Who implements preventive and mitigative
measures to carry out this subpart, including the marking and locating of
buried structures; or
(2) Who
directly supervises excavation work carried out in conjunction with an
integrity assessment.
§ 192.917
How does an operator
identify potential threats to pipeline integrity and use the threat
identification in its integrity program?
(a)
Threat identification.
An operator must identify and evaluate all potential threats to each covered
pipeline segment. Potential threats that an operator must consider include, but
are not limited to, the threats listed in ASME/ANSI B31.8S (incorporated by
reference, see § 192.7), section 2, which are grouped under the following
four categories:
(1) Time dependent threats
such as internal corrosion, external corrosion, and stress corrosion
cracking;
(2) Static or resident
threats, such as fabrication or construction defects;
(3) Time independent threats such as third
party damage and outside force damage; and
(4) Human error.
(b)
Date gathering and
integration. To identify and evaluate the potential threats to a
covered pipeline segment, an operator must gather and integrate existing data
and information on the entire pipeline that could be relevant to the covered
segment. In performing this data gathering and integration, an operator must
follow the requirements in ASME/ANSI B31.8S, section 4. At a minimum, an
operator must gather and evaluate the set of data specified in Appendix A to
ASME/ANSI B31.8S, and consider both on the covered segment and similar
non-covered segments, past incident history, corrosion control records,
continuing surveillance records, patrolling records, maintenance history,
internal inspection records and all other conditions specific to each
pipeline.
(c)
Risk
assessment. An operator must conduct a risk assessment that follows
ASME/ANSI B31.8S, section 5, and considers the identified threats for each
covered segment. An operator must use the risk assessment to prioritize the
covered segments for the baseline and continual reassessments (§§
192.919, 192.921, 192.937), and to determine what additional preventive and
mitigative measures are needed (§192.935) for the covered
segment.
(d)
Plastic
Transmission Pipeline. An operator of a plastic transmission pipeline
must assess the threats to each covered segment using the information in
sections 4 and 5 of ASME B31.8S, and consider any threats unique to the
integrity of plastic pipe.
(e)
Actions to address particular threats. If an operator
identifies any of the following threats, the operator must take the following
actions to address the threat.
(1)
Third party damage. An operator must utilize the data
integration required in paragraph (b) of this section and ASME/ ANSI B31.8S,
Appendix A7 to determine the susceptibility of each covered segment to the
threat of third party damage. If an operator identifies the threat of third
party damage, the operator must implement comprehensive additional preventive
measures in accordance with § 192.935 and monitor the effectiveness of the
preventive measures. If, in conducting a baseline assessment under §
192.921, or a reassessment under § 192.937, an operator uses an internal
inspection tool or external corrosion direct assessment, the operator must
integrate data from these assessments with data related to any encroachment or
foreign line crossing on the covered segment, to define where potential
indications of third party damage may exist in the covered segment. An operator
must also have procedures in its integrity management program addressing
actions it will take to respond to findings from this data
integration.
(2)
Cyclic
fatigue. An operator must evaluate whether cyclic fatigue or other
loading condition (including ground movement, suspension bridge condition)
could lead to a failure of a deformation, including a dent or gouge, or other
defect in the covered segment. An evaluation must assume the presence of
threats in the covered segment that could be exacerbated by cyclic fatigue. An
operator must use the results from the evaluation together with the criteria
used to evaluate the significance of this threat to the covered segment to
prioritize the integrity baseline assessment or reassessment.
(3)
Manufacturing and construction
defects. If an operator identifies the threat of manufacturing and
construction defects [including seam defects) in the covered segment, an
operator must analyze the covered segment to determine the risk of failure from
these defects. The analysis must consider the results of prior assessments on
the covered segment. An operator may consider manufacturing and construction
related defects to be stable defects if the operating pressure on the covered
segment has not increased over the maximum operating pressure experienced
during the five years preceding identification of the high consequence area. If
any of the following changes occur in the covered segment, an operator must
prioritize the covered segment as a high risk segment for the baseline
assessment or a subsequent reassessment.
(i)
Operating pressure increases above the maximum operating pressure experienced
during the preceding five years;
(ii) MAOP increases; or
(iii) The stresses leading to cyclic fatigue
increase.
(4)
ERW pipe. If a covered pipeline segment contains low frequency
electric resistance welded pipe (ERW), lap welded pipe or other pipe that
satisfies the conditions specified in ASME/ANSI B31.8 S, Appendices A4.3 and
A4.4, and any covered or non covered segment in the pipeline system with such
pipe has experienced seam failure, or operating pressure on the covered segment
has increased over the maximum operating pressure experienced during the
preceding five years, an operator must select an assessment technology or
technologies with a proven application capable of assessing seam integrity and
seam corrosion anomalies. The operator must prioritize the covered segment as a
high risk segment for the baseline assessment or a subsequent
reassessment.
(5)
Corrosion. If an operator identifies corrosion on a covered
pipeline segment that could adversely affect the integrity of the line
(conditions specified in § 192.933), the operator must evaluate and
remediate, as necessary, all pipeline segments (both covered and non-covered)
with similar material coating and environmental characteristics. An operator
must establish a schedule for evaluating and remediating, as necessary, the
similar segments that is consistent with the operator's established operating
and maintenance procedures under Part 192 for testing and repair.
§ 192.919
What must be in the baseline assessment plan?
An operator must include each of the following elements in its
written baseline assessment plan:
(a)
Identification of the potential threats to each covered pipeline segment and
the information supporting the threat identification. (See
§192.917.);
(b) The methods
selected to assess the integrity of the line pipe, including an explanation of
why the assessment method was selected to address the identified threats to
each covered segment. The integrity assessment method an operator uses must be
based on the threats identified to the covered segment. (See § 192.917.)
More than one method may be required to address all the threats to the covered
pipeline segment;
(c) A schedule
for completing the integrity assessment of all covered segments, including,
risk factors considered in establishing the assessment schedule;
(d) If applicable, a direct assessment plan
that meets the requirements of §§ 192.923, and depending on the
threat to be addressed, of § 192.925, § 192.927, or § 192.929;
and
(e) A procedure to ensure that
the baseline assessment is being conducted in a manner that minimizes
environmental and safety risks.
§ 192.921
How is the baseline
assessment to be conducted?
(a)
Assessment methods. An operator must assess the integrity of
the line pipe in each covered segment by applying one or more of the following
methods depending on the threats to which the covered segment is susceptible.
An operator must select the method or methods best suited to address the
threats identified to the covered segment (See § 192.917).
(1) Internal inspection tool or tools capable
of detecting corrosion, and any other threats to which the covered segment is
susceptible. An operator must follow ASME/ANSI B31.8S (incorporated by
reference, see § 192.7), section 6.2 in selecting the appropriate internal
inspection tools for the covered segment.
(2) Pressure test conducted in accordance
with subpart J of this part. An operator must use the test pressures specified
in Table 3 of section 5 of ASME /ANSI B31.8S, to justify an extended
reassessment interval in accordance with § 192.939.
(3) Direct assessment to address threats of
external corrosion, internal corrosion, and stress corrosion cracking. An
operator must conduct the direct assessment in accordance with the requirements
listed in §192.923 and with, as applicable, the requirements specified in
§§ 192.925,192.927 or 192.929;
(4) Other technology that an operator
demonstrates can provide an equivalent understanding of the condition of the
line pipe. An operator choosing this option must notify the Office of Pipeline
Safety (OPS) 180 days before conducting the assessment, in accordance with
§ 192.949. An operator must also notify a State or local pipeline safety
authority when either a covered segment is located in a State where OPS has an
interstate agent agreement, or an intrastate covered segment is regulated by
that State.
(b)
Prioritizing segments. An operator must prioritize the covered
pipeline segments for the baseline assessment according to a risk analysis that
considers the potential threats to each covered segment. The risk analysis must
comply with the requirements in § 192.917.
(c)
Assessment for particular
threats. In choosing an assessment method for the baseline assessment
of each covered segment, an operator must take the actions required in §
192.917(e) to address particular threats that it has identified.
(d)
Time period. An operator
must prioritize all the covered segments for assessment in accordance with
§ 192.917 (c) and paragraph (b) of this section. An operator must assess
at least 50% of the covered segments beginning with the highest risk segments,
by December 17, 2007. An operator must complete the baseline assessment of all
covered segments by December 17, 2012.
(e)
Prior assessment. An
operator may use a prior integrity assessment conducted before December 17,2002
as a baseline assessment for the covered segment, if the integrity assessment
meets the baseline requirements in this subpart and subsequent remedial actions
to address the conditions listed in § 192.933 have been carried out. In
addition, if an operator uses this prior assessment as its baseline assessment,
the operator must reassess the line pipe in the covered segment according to
the requirements of § 192.937 and § 192.939.
(f)
Newly identified areas.
When an operator identifies a new high consequence area (see § 192.905),
an operator must complete the baseline assessment of the line pipe in the newly
identified high consequence area within ten (10) years from the date the area
is identified.
(g)
Newly
installed pipe. An operator must complete the baseline assessment of a
newly installed segment of pipe covered by this subpart within ten (10) years
from the date the pipe is installed. An operator may conduct a pressure test in
accordance with paragraph (a)(2) of this section, to satisfy the requirement
for a baseline assessment.
(h)
Plastic transmission pipeline. If the threat analysis required
in § 192.917(d) on a plastic transmission pipeline indicates that a
covered segment is susceptible to failure from causes other than third-party
damage, an operator must conduct a baseline assessment of the segment in
accordance with the requirements of this section and of § 192.917. The
operator must justify the use of an alternative assessment method that will
address the identified threats to the covered segment.
§ 192.923
How is direct assessment
used and for what threats?(a)
General. An operator may use direct assessment either as a
primary assessment method or as a supplement to the other assessment methods
allowed under this subpart. An operator may only use direct assessment as the
primary assessment method to address the identified threats of external
corrosion (ECDA), internal corrosion (ICDA), and stress corrosion cracking
(SCCDA).
(b)
Primary
Method. An operator using direct assessment as a primary assessment
method must have a plan that complies with the requirements in -
(1) ASME/ANSI B31.8S (incorporated by
reference, see
§ 192.7), section 6.4; NACE RP0502-2002
(incorporated by reference, see
§ 192.7); and §
192.925 if addressing external corrosion (ECDA).
(2) ASME/ANSI B31.8S, section 6.4 and
Appendix B2, and § 192.927 if addressing internal corrosion
(ICDA).
(3) ASME/ANSI B31.8S
Appendix A3, and § 192.929 if addressing stress corrosion cracking
(SCCDA).
(c)
Supplemental method. An operator using direct assessment as a
supplemental assessment method for any applicable threat must have a plan that
follows the requirements for confirmatory direct assessment in §
192.931.
§ 192.925
What are the requirements for using External Corrosion Direct Assessment
(ECDA)?
(a)
Definition. ECDA is a four-step process that combines
preassessment, indirect inspection, direct examination, and post assessment to
evaluate the threat of external corrosion to the integrity of a
pipeline.
(b)
General
requirements. An operator that uses direct assessment to assess the
threat of external corrosion must follow the requirements in this section, in
ASME/ANSI B31.8S (incorporated by reference, see § 192.7), section 6.4,
and in NACE RP0502-2002 (incorporated by reference,
see
§
192.7). An operator must develop and implement a direct assessment plan that
has procedures addressing preassessment, indirect examination, direct
examination, and post-assessment. If the ECDA detects pipeline coating damage,
the operator must also integrate the data from the ECDA with other information
from the data integration (§ 192.917(b)) to evaluate the covered segment
for the threat of third party damage, and to address the threat as required by
§ 192.917 (e)(1).
(1)
Preassessment in addition to the requirements in ASME/ANSI
B31.8S section 6.4 and NACE RP0502-2002, section 3, the plan's procedures for
preassessment must include -
(i) Provisions
for applying more restrictive criteria when conducting ECDA for the first time
on a covered segment; and
(ii) The
basis on which an operator selects at least two different, but complementary
indirect assessment tools to assess each ECDA Region. If an operator utilizes
an indirect inspection method that is not discussed in Appendix A of NACE
RP0502-2002, the operator must demonstrate the applicability, validation basis,
equipment used, application procedure, and utilization of data for the
inspection method.
(2)
Indirect examination. In addition to the requirements in
ASME/ANSI B31.8S section 6.4 and NACE RP0502-2002, section 4, the plan's
procedures for indirect examination of the ECDA regions must include -
(i) Provisions for applying more restrictive
criteria when conducting ECDA for the first time on a covered
segment;
(ii) Criteria for
identifying and documenting those indications that must be considered for
excavation and direct examination. Minimum identification criteria include the
known sensitivities of assessment tools, the procedures for using each tool,
and the approach to be used for decreasing the physical spacing of indirect
assessment tool readings when the presence of a defect is suspected;
(iii) Criteria for defining the urgency of
excavation and direct examination of each indication identified during the
indirect examination. These criteria must specify how an operator will define
the urgency of excavating the indication as immediate, scheduled or monitored;
and
(iv) Criteria for scheduling
excavation of indications for each urgency level.
(3)
Direct examination. In
addition to the requirements in ASME/ANSI B31.8S section 6.4 and NACE
RP0502-2002, section 5, the plan's procedures for direct examination of
indications from the indirect examination must include -
(i) Provisions for applying more restrictive
criteria when conducting ECDA for the first time on a covered
segment;
(ii) Criteria for deciding
what action should be taken if either:
(A)
Corrosion defects are discovered that exceed allowable limits (Section 5.5.2.2
of NACE RP0502-2002), or
(B) Root
cause analysis reveals conditions for which ECDA is not suitable (Section 5.6.2
of NACE RP0502-2002);
(iii) Criteria and notification procedures
for any changes in the ECDA Plan, including changes that affect the severity
classification, the priority of direct examination, and the time frame for
direct examination of indications; and
(iv) Criteria that describe how and on what
basis an operator will reclassify and reprioritize any of the provisions that
are specified in section 5.9 of NACE RP0502-2002.
(4)
Post assessment and continuing
evaluation. In addition to the requirements in ASME/ANSI B31.8S
section 6.4 and NACE RP0502-2002, section 6, the plan's procedures for post
assessment of the effectiveness of the ECDA process must include-
(i) Measures for evaluating the long-term
effectiveness of ECDA in addressing external corrosion in covered segments;
and
(ii) Criteria for evaluating
whether conditions discovered by direct examination of indications in each ECDA
region indicate a need for reassessment of the covered segment at an interval
less than that specified in § 192.939. (See Appendix D of NACE
RP0502-2002.).
§ 192.927
What are the
requirements for using Internal Corrosion Direct Assessment (ICDA)?
(a)
Definition. Internal
Corrosion Direct Assessment (ICDA) is a process an operator uses to identify
areas along the pipeline where fluid or other electrolyte introduced during
normal operation or by an upset condition may reside, and then focuses direct
examination on the locations in covered segments where internal corrosion is
most likely to exist. The process identifies the potential for internal
corrosion caused by microorganisms, or fluid with CO2.
O2, hydrogen sulfide or other contaminants present in
the gas.
(b)
General
requirements. An operator using direct assessment as an assessment
method to address internal corrosion in a covered pipeline segment must follow
the requirements in this section and in ASME/ANSI B31.8S (incorporated by
reference, see
§ 192.7), section 6.4 and Appendix B2. The
ICDA process described in this section applies only for a segment of pipe
transporting nominally dry natural gas, and not for a segment with electrolyte
nominally present in the gas stream. If an operator uses ICDA to assess a
covered segment operating with electrolyte present in the gas stream, the
operator must develop a plan that demonstrates how it will conduct ICDA in the
segment to effectively address internal corrosion, and must provide
notification in accordance with § 192.921 (a)(4) or §
192.937(c)(4).
(c)
The ICDA
plan. An operator must develop and follow an ICDA plan that provides
for preassessment, identification of ICDA regions and excavation locations,
detailed examination of pipe at excavation locations, and post-assessment
evaluation and monitoring.
(1)
Preassessment. In the preassessment stage, an operator must
gather and integrate data and information needed to evaluate the feasibility of
ICDA for the covered segment, and to support use of a model to identify the
locations along the pipe segment where electrolyte may accumulate, to identify
ICDA regions, and to identify areas within the covered segment where liquids
may potentially be entrained. This data and information includes, but is not
limited to -
(i) All data elements listed in
Appendix A2 of ASME/ANSI B31.8S;
(ii) Information needed to support use of a
model that an operator must use to identify areas along the pipeline where
internal corrosion is most likely to occur. (See paragraph (a) of this
section.) This information, includes, but is not limited to, location of all
gas input and withdrawal points on the line; location of all low points on
covered segments such as sags, drips, inclines, valves, manifolds, dead-legs,
and traps; the elevation profile of the pipeline in sufficient detail that
angles of inclination can be calculated for all pipe segments; and the diameter
of the pipeline, and the range of expected gas velocities in the
pipeline;
(iii) Operating
experience data that would indicate historic upsets in gas conditions,
locations where these upsets have occurred, and potential damage resulting from
these upset conditions; and
(iv)
Information on covered segments where cleaning pigs may not have been used or
where cleaning pigs may deposit electrolytes.
(2)
ICDA region
identification. An operator's plan must identify where all ICDA
Regions are located in the transmission system, in which covered segments are
located. An ICDA Region extends from the location where liquid may first enter
the pipeline and encompasses the entire area along the pipeline where internal
corrosion may occur and where further evaluation is needed. An ICDA Region may
encompass one or more covered segments. In the identification process, an
operator must use the model in GRI 02-0057, "Internal Corrosion Direct
Assessment of Gas Transmission Pipelines - Methodology," (incorporated by
reference, see
§ 192.7). An operator may use another
model if the operator demonstrates it is equivalent to the one shown in GRl
02-0057. A model must consider changes in pipe diameter, locations where gas
enters a line (potential to introduce liquid) and locations down stream of gas
draw-offs (where gas velocity is reduced) to define the critical pipe angle of
inclination above which water film cannot be transported by the gas.
(3)
Identification of locations for
excavation and direct examination. An operator's plan must identity
the locations where internal corrosion is most likely in each ICDA region. In
the location identification process, an operator must identify a minimum of two
locations for excavation within each ICDA Region within a covered segment and
must perform a direct examination for internal corrosion at each location,
using ultrasonic thickness measurements, radiography, or other generally
accepted measurement technique. One location must be the low point (e.g., sags,
drips, valves, manifolds, dead-legs, traps) within the covered segment nearest
to the beginning of the ICDA Region. The second location must be further
downstream, within a covered segment, near the end of the ICDA Region. If
corrosion exists at either location, the operator must-
(i) evaluate the severity of the defect
(remaining strength) and remediate the defect in accordance with §
192.933;
(ii) as part of the
operator's current integrity assessment either perform additional excavations
in each covered segment within the ICDA region, or use an alternative
assessment method allowed by this subpart to assess the line pipe in each
covered segment within the ICDA region for internal corrosion; and
(iii) evaluate the potential for internal
corrosion in all pipeline segments (both covered and non-covered) in the
operator's pipeline system with similar characteristics to the ICDA region
containing the covered segment in which the corrosion was found, and as
appropriate, remediate the conditions the operator finds in accordance with
§ 192.933.
(4)
Post-assessment evaluation and monitoring. An operator's plan
must provide for evaluating the effectiveness of the ICDA process and continued
monitoring of covered segments where internal corrosion has been identified.
The evaluation and monitoring process includes-
(i) Evaluating the effectiveness of ICDA as
an assessment method for addressing internal corrosion and determining whether
a covered segment should be reassessed at more frequent intervals than those
specified in § 192.939. An operator must carry out this evaluation within
a year of conducting an ICDA; and
(ii) Continually monitoring each covered
segment where internal corrosion has been identified using techniques such as
coupons, UT sensors or electronic probes, periodically drawing off liquids at
low points and chemically analyzing the liquids for the presence of corrosion
products. An operator must base the frequency of the monitoring and liquid
analysis on results from all integrity assessments that have been conducted in
accordance with the requirements of this subpart, and risk factors specific to
the covered segment. If an operator finds any evidence of corrosion products in
the covered segment, the operator must take prompt action in accordance with
one of the two following required actions and remediate the conditions the
operator finds in accordance with § 192.933.
(A) Conduct excavations of covered segments
at locations downstream from where the electrolyte might have entered the pipe;
or
(B) Assess the covered segment
using another integrity assessment method allowed by this subpart.
(5)
Other
requirements. The ICDA plan must also include -
(i) Criteria an operator will apply in making
key decisions (e.g., ICDA feasibility, definition of ICDA Regions, conditions
requiring excavation) in implementing each stage of the ICDA process;
(ii) Provisions for applying more restrictive
criteria when conducting ICDA for the first time on a covered segment and that
become less stringent as the operator gains experience; and
(iii) Provisions that analysis be carried out
on the entire pipeline in which covered segments are present, except that
application of the remediation criteria of § 192.933 may be limited to
covered segments.
§ 192.929
What are the
requirements for using Direct Assessment for Stress Corrosion Cracking
(SCCDA)?
(a)
Definition. Stress Corrosion Cracking Direct Assessment
(SCCDA) Is a process to assess a covered pipe segment for the presence of SCC
primarily by systematically gathering and analyzing excavation data for pipe
having similar operational characteristics and residing in a similar physical
environment.
(b)
General
Requirements. An operator using direct assessment as an integrity
assessment method to address stress corrosion cracking in a covered pipeline
segment must have a plan that provides, at minimum, for -
(1)
Data gathering and
integration. An operator's plan must provide for a systematic process
to collect and evaluate data for all covered segments to identify whether the
conditions for SCC are present and to prioritize the covered segments for
assessment. This process must include gathering and evaluating data related to
SCC at all sites an operator excavates during the conduct of its pipeline
operations where the criteria in ASME/ANSI B31.8S (incorporated by reference,
see § 192.7), Appendix A3.3 indicate the potential for SCC. This data
includes at minimum, the data specified in ASME/ANSI B31.8S, Appendix
A3.
(2)
Assessment
method. The plan must provide that if conditions for SCC are
identified in a covered segment, an operator must assess the covered segment
using an integrity assessment method specified in ASME/ANSI B31.8S, Appendix
A3, and remediate the threat in accordance with ASME/ANSI B31.8S, Appendix A3,
section A3.4.
§
192.931
How may Confirmatory Direct Assessment (CDA) be
used?
An operator using the confirmatory direct assessment (CDA)
method as allowed in § 192.937 must have a plan that meets the
requirements of this section and of § 192.925 (ECDA) and § 192.927
(ICDA).
(a)
Threats.
An operator may only use CDA on a covered segment to identify damage resulting
from external corrosion or internal corrosion.
(b)
External corrosion plan.
An operator's CDA plan for identifying external corrosion must comply with
§ 192.925 with the following exceptions.
(1) The procedures for indirect examination
may allow use of only one indirect examination tool suitable for the
application.
(2) The procedures for
direct examination and remediation must provide that -
(i) All immediate action indications must be
excavated for each ECDA region; and
(ii) At least one high risk indication that
meets the criteria of scheduled action must be excavated in each ECDA
region.
(c)
Internal corrosion plan. An operator's CDA plan for
identifying internal corrosion must comply with § 192.927 except that the
plan's procedures for identifying locations for excavation may require
excavation of only one high risk location in each ICDA region.
(d)
Defects requiring near-term
remediation. If an assessment carried out under paragraph (b) or (c)
of this section reveals any defect requiring remediation prior to the next
scheduled assessment, the operator must schedule the next assessment in
accordance with N ACE RP 0502-2002 (incorporated by reference,
see
§ 192.7), section 6.2 and 6.3. If the defect requires
immediate remediation, then the operator must reduce pressure consistent with
§ 192.933 until the operator has completed reassessment using one of the
assessment techniques allowed in § 192.937.
§ 192.933
What actions must be
taken to address integrity issues?(a)
General requirements. An operator must take prompt action to
address all anomalous conditions the operator discovers through the integrity
assessment. In addressing all conditions, an operator must evaluate all
anomalous conditions and remediate those that could reduce a pipeline's
integrity. An operator must be able to demonstrate that the remediation of the
condition will ensure the condition is unlikely to pose a threat to the
integrity of the pipeline until the next reassessment of the covered segment.
(1)
Temporary pressure
reduction. If an operator is unable to respond within the time limits
for certain conditions specified in this section, the operator must temporarily
reduce the operating pressure of the pipeline or take other action that ensures
the safety of the covered segment. An operator must determine any temporary
reduction in operating pressure required by this section using ASME/ANSI B31G
(incorporated by reference, see § 192.7) or AGA Pipeline Research
Committee Project PR-3-805 ("RSTRENG," incorporated by reference, see §
192.7) or reduce the operating pressure to a level not exceeding 80 percent of
the level at the time the condition was discovered. (See appendix A to this
part for information on availability of incorporation by reference
information.) An operator must notify PHMS A in accordance with § 192.949
if it cannot meet the schedule for evaluation and remediation required under
paragraph (c) of this section and cannot provide safety through temporary
reduction in operating pressure or other action. An operator must also notify a
State pipeline safety authority when either a covered segment is located in a
State where PHMSA has an interstate agent agreement, or an intrastate covered
segment is regulated by that State.
(2)
Long-term pressure
reduction. When a pressure reduction exceeds 365 days, the operator
must notify PHMSA under§ 192.949 and explain the reasons for the
remediation delay. This notice must include a technical justification that the
continued pressure reduction will not jeopardize the integrity of the pipeline.
The operator also must notify a State pipeline safety authority when either a
covered segment is located in a State where PHMSA has an interstate agent
agreement, or an intrastate covered segment is regulated by that
State.
(b)
Discovery of condition. Discovery of a condition occurs when
an operator has adequate information about a condition to determine that the
condition presents a potential threat to the integrity of the pipeline. A
condition that presents a potential threat includes, but is not limited to,
those conditions that require remediation or monitoring listed under paragraphs
(d)(1) through (d)(3) of this section. An operator must promptly, but no later
than 180 days after conducting an integrity assessment, obtain sufficient
information about a condition to make that determination, unless the operator
demonstrates that the 180-day period is impracticable.
(c)
Schedule for evaluation and
remediation. An operator must complete remediation of a condition
according to a schedule prioritizing the conditions for evaluation and
remediation. Unless a special requirement for remediating certain conditions
applies, as provided in paragraph (d) of this section, an operator must follow
the schedule in ASME/ANSI B31.8S (incorporated by reference, see § 192.7),
section 7, Figure 4. If an operator cannot meet the schedule for any condition,
the operator must explain the reasons why it cannot meet the schedule and how
the changed schedule will not jeopardize public safety.
(d)
Special requirements for
scheduling remediation.(1)
Immediate repair conditions. An operator's evaluation and
remediation schedule must follow ASME/ANSI B31.8S, section 7 in providing for
immediate repair conditions. To maintain safety, an operator must temporarily
reduce operating pressure in accordance with paragraph (a) of this section or
shut down the pipeline until the operator completes the repair of these
conditions. An operator must treat the following conditions as immediate repair
conditions:
(i) A calculation of the
remaining strength of the pipe shows a predicted failure pressure less than or
equal to 1.1 times the maximum allowable operating pressure at the location of
the anomaly. Suitable remaining strength calculation methods include, ASME/ANSI
B31G; RSTRENG; or an alternative equivalent method of remaining strength
calculation. These documents are incorporated by reference and available at the
addresses listed in Appendix A to Part 192.
(ii) A dent that has any indication of metal
loss, cracking or a stress riser.
(iii) An indication or anomaly that in the
judgment of the person designated by the operator to evaluate the assessment
results requires immediate action.
(2)
One-year conditions.
Except for conditions listed in paragraph (d)(1) and (d)(3) of this section, an
operator must remediate any of the following within one year of discovery of
the condition:
(i) A smooth dent located
between the 8 o'clock and 4 o'clock positions (upper 2/3 of the pipe) with a
depth greater than 6% of the pipeline diameter (greater than 0.50 inches in
depth for a pipeline diameter less than Nominal Pipe Size (NPS) 12).
(ii) A dent with a depth greater than 2% of
the pipeline's diameter (0.250 inches in depth for a pipeline diameter less
than NPS 12) that affects pipe curvature at a girth weld or at a longitudinal
seam weld.
(3)
Monitored conditions. An operator 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:
(i) A
dent with a depth greater than 6% of the pipeline diameter (greater than 0.50
inches in depth for a pipeline diameter less than NPS 12) located between the 4
o'clock position and the 8 o'clock position (bottom 1/3 of the pipe).
(ii) A dent located between the 8 o'clock and
4 o'clock positions (upper 2/3 of the pipe) with a depth greater than 6% of the
pipeline diameter (greater than 0.50 inches in depth for a pipeline diameter
less than Nominal Pipe Size (NPS) 12), and engineering analyses of the dent
demonstrate critical strain levels are not exceeded.
(iii) A dent with a depth greater than 2% of
the pipeline's diameter (0.250 inches in depth for a pipeline diameter less
than NPS 12) that affects pipe curvature at a girth weld or a longitudinal seam
weld, and engineering analyses of the dent and girth or seam weld demonstrate
critical strain levels are not exceeded. These analyses must consider weld
properties.
§ 192.935
What additional
preventive and mitigative measures must an operator take?
(a)
General Requirements. An
operator must take additional measures beyond those already required by Part
192 to prevent a pipeline failure and to mitigate the consequences of a
pipeline failure in a high consequence area. An operator must base the
additional measures on the threats the operator has identified to each pipeline
segment. (See § 192.917.) An operator must conduct, in accordance with one
of the risk assessment approaches in ASME/ANSI B31.8S (incorporated by
reference, see
§ 192.7), section 5, a risk analysis of
its pipeline to identify additional measures to protect the high consequence
area and enhance public safety. Such additional measures include, but are not
limited to, installing Automatic Shut-off Valves or Remote Control Valves,
installing computerized monitoring and leak detection systems, replacing pipe
segments with pipe of heavier wall thickness, providing additional training to
personnel on response procedures, conducting drills with local emergency
responders and implementing additional inspection and maintenance
programs.
(b)
Third Party
Damage and Outside Force Damage.
(1)
Third party damage. An operator must enhance its damage
prevention program, as required under § 192.614 of this part, with respect
to a covered segment to prevent and minimize the consequences of a release due
to third party damage. Enhanced measures to an existing damage prevention
program include, at a minimum-
(i) Using
qualified personnel (see § 192.915) for work an operator is conducting
that could adversely affect the integrity of a covered segment, such as
marking, locating, and direct supervision of known excavation work.
(ii) Collecting in a central database
information that is location specific on excavation damage that occurs in
covered and non covered segments in the transmission system and the root cause
analysis to support identification of targeted additional preventative and
mitigative measures in the high consequence areas. This information must
include recognized damage that is not required to be reported as an incident
under Part 191.
(iii) Participating
in one-call systems in locations where covered segments are present.
(iv) Monitoring of excavations conducted on
covered pipeline segments by pipeline personnel. If an operator finds physical
evidence of encroachment involving excavation that the operator did not monitor
near a covered segment, an operator must either excavate the area near the
encroachment or conduct an above ground survey using methods defined in NACE
RP-0502-2002 (incorporated by reference, see
§ 192.7). An
operator must excavate, and remediate, in accordance with ANSI/ASME B31.8S and
§ 192.933 any indication of coating holidays or discontinuity warranting
direct examination.
(2)
Outside force damage. If an operator determines that outside
force (e.g., earth movement, floods, unstable suspension bridge) is a threat to
the integrity of a covered segment, the operator must take measures to minimize
the consequences to the covered segment from outside force damage. These
measures include, but are not limited to, increasing the frequency of aerial,
foot or other methods of patrols, adding external protection, reducing external
stress, and relocating the line.
(c)
Automatic shut-off valves (ASV)
or Remote control valves (RCV). If an operator determines, based on a
risk analysis, that an ASV or RCV would be an efficient means of adding
protection to a high consequence area in the event of a gas release, an
operator must install the ASV or RCV. In making that determination, an operator
must, at least, consider the following factors - swiftness of leak detection
and pipe shutdown capabilities, the type of gas being transported, operating
pressure, the rate of potential release, pipeline profile, the potential for
ignition, and location of nearest response personnel.
(d)
Pipelines operating below 30%
SMYS. An operator of a transmission pipeline operating below 30% SMYS
located in a high consequence area must follow the requirements in paragraphs
(d)(1) and (d)(2) of this section. An operator of a transmission pipeline
operating below 30% SMYS located in a Class 3 or Class 4 area but not in a high
consequence area must follow the requirements in paragraphs (d)(1), (d)(2) and
(d)(3) of this section.
(1) Apply the
requirements in paragraphs (b)(1)(i) and (b)(1)(iii) of this section to the
pipeline; and
(2) Either monitor
excavations near the pipeline, or conduct patrols as required by § 192.705
of the pipeline at bi-monthly intervals. If an operator finds any indication of
unreported construction activity, the operator must conduct a follow up
investigation to determine if mechanical damage has occurred.
(3) Perform semi-annual leak surveys
(quarterly for unprotected pipelines or cathodically protected pipe where
electrical surveys are impractical).
(e)
Plastic transmission
pipeline. An operator of a plastic transmission pipeline must apply
the requirements in paragraphs (b)(1)(i), (b)(1)(iii) and b(1)(iv) of this
section to the covered segments of the pipeline.
§ 192.937
What is a continual
process of evaluation and assessment to maintain a pipeline's integrity?
(a)
General. After
completing the baseline integrity assessment of a covered segment, an operator
must continue to assess the line pipe of that segment at the intervals
specified in § 192.939 and periodically evaluate the integrity of each
covered pipeline segment as provided in paragraph (b) of this section. An
operator must reassess a covered segment on which a prior assessment is
credited as a baseline under § 192.921 (e) by no later than December
17,2009. An operator must reassess a covered segment on which a baseline
assessment is conducted during the baseline period specified in § 192.921
(d) by no later than seven years after the baseline assessment of that covered
segment unless the evaluation under paragraph (b) of this section indicates
earlier reassessment.
(b)
Evaluation. An operator must conduct a periodic evaluation as
frequently as needed to assure the integrity of each covered segment. The
periodic evaluation must be based on a data integration and risk assessment of
the entire pipeline as specified in § 192.917. For plastic transmission
pipelines, the periodic evaluation is based on the threat analysis specified in
§ 192.917(d). For all other transmission pipelines, the evaluation must
consider the past and present integrity assessment results, data integration
and risk assessment information (§ 192.917), and decisions about
remediation (§ 192.933) and additional preventive and mitigative actions
(§ 192.935). An operator must use the results from this evaluation to
identify the threats specific to each covered segment and the risk represented
by these threats.
(c)
Assessment methods. In conducting the integrity reassessment,
an operator must assess the integrity of the line pipe in the covered segment
by any of the following methods as appropriate for the threats to which the
covered segment is susceptible (see § 192.917), or by confirmatory direct
assessment under the conditions specified in § 192.931.
(1) Internal inspection tool or tools capable
of detecting corrosion, and any other threats to which the covered segment is
susceptible. An operator must follow ASME/ANSI B31.8S (incorporated by
reference, see
§ 192.7), section 6.2 in selecting the
appropriate internal inspection fools for the covered segment.
(2) Pressure test conducted in accordance
with subpart J of this part. An operator must use the test pressures specified
in Table 3 of section 5 of ASME/ANSI B31.8S, to justify an extended
reassessment interval in accordance with § 192.939.
(3) Direct assessment to address threats of
external corrosion, internal corrosion, or stress corrosion cracking. An
operator must conduct the direct assessment in accordance with the requirements
listed in § 192.923 and with as applicable, the requirements specified in
§§ 192.925, 192.927 or 192.929;
(4) Other technology that an operator
demonstrates can provide an equivalent understanding of the condition of the
line pipe. An operator choosing this option must notify the Office of Pipeline
Safety (OPS) 180 days before conducting the assessment, in accordance with
§ 192.949. An operator must also notify a State or local pipeline safety
authority when either a covered segment is located in a State where OPS has an
interstate agent agreement, or an intrastate covered segment is regulated by
that State.
(5) Confirmatory direct
assessment when used on a covered segment that is scheduled for reassessment at
a period longer than seven years. An operator using this reassessment method
must comply with § 192.931.
§ 192.939
What are the required
reassessment intervals?
An operator must comply with the following requirements in
establishing the reassessment interval for the operator's covered pipeline
segments.
(a)
Pipelines
operating at or above 30% SMYS. An operator must establish a
reassessment interval for each covered segment operating at or above 30% SMYS
in accordance with the requirements of this section. The maximum reassessment
interval by an allowable reassessment method is seven years. if an operator
establishes a reassessment interval that is greater than seven years, the
operator must, within the seven-year period, conduct a confirmatory direct
assessment on the covered segment, and then conduct the follow-up reassessment
at the interval the operator has established. A reassessment carried out using
confirmatory direct assessment must be done in accordance with § 192.931.
The table that follows this section sets forth the maximum allowed reassessment
intervals.
(1)
Pressure test or
internal inspection or other equivalent technology. An operator that
uses pressure testing or internal inspection as an assessment method must
establish the reassessment interval for a covered pipeline segment by -
(i) Basing the interval on the identified
threats for the covered segment (see § 192.917) and on the analysis of the
results from the last integrity assessment and from the data integration and
risk assessment required by § 192.917; or
(ii) Using the intervals specified for
different stress levels of pipeline (operating at or above 30% SMYS) listed in
ASME/ANSI B31.8S, section 5, Table 3.
(2)
External Corrosion Direct
assessment. An operator that uses ECDA that meets the requirements of
this subpart must determine the reassessment interval according to the
requirements in paragraphs 6.2 and 6.3 of NACE RP0502-2002 (incorporated by
reference, see
§192.7).
(3)
Internal Corrosion or SCC Direct
Assessment. An operator that uses ICDA or SCCDA in accordance with the
requirements of this subpart must determine the reassessment interval according
to the following method. However, the reassessment interval cannot exceed those
specified for direct assessment in ASME/ANSI B31.8S, section 5, Table 3.
(i) Determine the largest defect most likely
to remain in the covered segment and the corrosion rate appropriate for the
pipe, soil and protection conditions;
(ii) Use the largest remaining defect as the
size of the largest defect discovered in the SCC or ICDA segment; and
(iii) Estimate the reassessment interval as
half the time required for the largest defect to grow to a critical
size.
(b)
Pipelines Operating Below 30% SMYS. An operator must establish
a reassessment interval for each covered segment operating below 30% SMYS in
accordance with the requirements of this section. The maximum reassessment
interval by an allowable reassessment method is seven years. An operator must
establish reassessment by at least one of the following -
(1) Reassessment by pressure test, internal
inspection or other equivalent technology following the requirements in
paragraph (a)(1) of this section except that the stress level referenced in
(a)(1) (ii) would be adjusted to reflect the lower operating stress level. If
an established interval is more than seven years, the operator must conduct by
the seventh year of the interval either a confirmatory direct assessment in
accordance with § 192.931, or a low stress reassessment in accordance with
§ 192.941.
(2) Reassessment by
ECDA following the requirements in paragraph (a)(2) of this section.
(3) Reassessment by ICDA or SCCDA following
the requirements in paragraph (a)(3) of this section.
(4) Reassessment by confirmatory direct
assessment at 7-year intervals in accordance with § 192.931, with
reassessment by one of the methods listed in (b)(1)-(b)(3) of this section by
year 20 of the interval.
(5)
Reassessment by the low stress assessment method at 7-year intervals in
accordance with § 192.941 with reassessment by one of the methods listed
in paragraphs (b)(1) through (b)(3) of this section by year 20 of the
interval.
(6) The following table
sets forth the maximum reassessment intervals. Also refer to Appendix E.11 for
guidance on Assessment Methods and Assessment Schedule for Transmission
Pipelines Operating Below 30% SMYS. In case of conflict between the rule and
the guidance in the Appendix, the requirements of the rule control. An operator
must comply with the following requirements in establishing a reassessment
interval for a covered segment: An operator must comply with the following
requirements in establishing a reassessment interval for a covered segment:
Maximum Reassessment Interval
|
Assessment Method
|
Pipeline operating at or above 50% SMYS
|
Pipeline operating at or above 30% SMYS, up to 50%
SMYS
|
Pipeline operating below 30% SMYS
|
Internal Inspection Tool, Pressure Test or Direct
Assessment
|
10 years(*)------------
|
15 years(*)-----------
|
20 years.(**)
|
Confirmatory Direct Assessment
|
7 years-----------------
|
7 years----------------
|
7 years.
|
Low stress Reassessment
|
Not applicable---------
|
Not applicable-------
|
7 years + ongoing actions specified in
§192.941.
|
(*) A Confirmatory direct assessment as described in §
192.931 must be conducted by year 7 in a 10-year interval and years 7 and 14 of
a 15-year interval.
(**) A low stress reassessment or Confirmatory direct
assessment must be conducted by years 7 and 14 of the interval.
§
192.941
What is a low stress reassessment?
(a)
General. An operator of
a transmission line that operates below 30% SMYS may use the following method
to reassess a covered segment in accordance with § 192.939. This method of
reassessment addresses the threats of external and internal corrosion. The
operator must have conducted a baseline assessment of the covered segment in
accordance with the requirements of §§192.919 and 192.921.
(b)
External Corrosion. An
operator must take one of the following actions to address external corrosion
on the low stress covered segment.
(1)
Cathodically Protected Pipe. To address the threat of external
corrosion on cathodically protected pipe in a covered segment, an operator must
perform an electrical survey (i.e. indirect examination tool/method) at least
every 7 years on the covered segment. An operator must use the results of each
survey as part of an overall evaluation of the cathodic protection and
corrosion threat for the covered segment. This evaluation must consider, at
minimum, the leak repair and inspection records, corrosion monitoring records,
exposed pipe inspection records, and the pipeline environment.
(2)
Unprotected Pipe or Cathodically
Protected Pipe Where Electrical Surveys are Impractical. If an
electrical survey is impractical on the covered segment an operator must -
(i) Conduct leakage surveys as required by
§ 192.706 at 4-month intervals; and
(ii) Every 18 months, identify and remediate
areas of active corrosion by evaluating leak repair and inspection records,
corrosion monitoring records, exposed pipe inspection records, and the pipeline
environment.
(c)
Internal Corrosion. To
address the threat of internal corrosion on a covered segment, an operator
must-
(1) Conduct a gas analysis for
corrosive agents at least once each calendar year;
(2) Conduct periodic testing of fluids
removed from the segment. At least once each calendar year test the fluids
removed from each storage field that may affect a covered segment;
and
(3) At least every seven (7)
years, integrate data from the analysis and testing required by paragraphs
(c)(1)-(c)(2) with applicable internal corrosion leak records, incident
reports, safety-related condition reports, repair records, patrol records,
exposed pipe reports, and test records, and define and implement appropriate
remediation actions.
§ 192.943
When can an operator
deviate from these reassessment intervals?
(a)
Waiver from reassessment interval
in limited situations. In the following limited instances, OPS may
allow a waiver from a reassessment interval required by § 192.939 if OPS
finds a waiver would not be inconsistent with pipeline safety.
(1)
Lack of internal inspection
tools. An operator who uses internal inspection as an assessment
method may be able to justify a longer reassessment period for a covered
segment if internal inspection tools are not available to assess the line pipe.
To justify this, the operator must demonstrate that it cannot obtain the
internal inspection tools within the required reassessment period and that the
actions the operator is taking in the interim ensure the integrity of the
covered segment.
(2)
Maintain product supply. An operator may be able to justify a
longer reassessment period for a covered segment if the operator demonstrates
that it cannot maintain local product supply if it conducts the reassessment
within the required interval.
(b)
How to apply. If one of
the conditions specified in paragraph (a)(1) or (a)(2) of this section applies,
an operator may seek a waiver of the required reassessment interval. An
operator must apply for a waiver in accordance with
49 U.S.C.
60118(c), at least 180 days
before the end of the required reassessment interval, unless local product
supply issues make the period impractical. If local product supply issues make
the period impractical, an operator must apply for the waiver as soon as the
need for the waiver becomes known.
§ 192.945
What methods must an
operator use to measure program effectiveness?
(a)
General. An operator
must include in its integrity management program methods to measure, on a
semi-annual basis, whether the program is effective in assessing and evaluating
the integrity of each covered pipeline segment and in protecting the high
consequence areas. These measures must include the four overall performance
measures specified in ASME/ANSI B31.8S (incorporated by reference,
see
§ 192.7), section 9.4, and the specific measures for
each identified threat specified in ASME/ANSI B31.8S, Appendix A. An operator
must submit the four overall performance measures, by electronic or other
means, on a semi-annual frequency to OPS in accordance with § 192.951. An
operator must submit its first report on overall performance measures by August
31, 2004. Thereafter, the performance measures must be complete through June 30
and December 31 of each year and must be submitted within 2 months after those
dates.
(b)
External
Corrosion Direct assessment. In addition to the general requirements
for performance measures in paragraph (a) of this section, an operator using
direct assessment to assess the external corrosion threat must define and
monitor measures to determine the effectiveness of the ECDA process. These
measures must meet the requirements of § 192.925.
§ 192.947
What records must an
operator keep?
An operator must maintain, for the useful life of the pipeline,
records that demonstrate compliance with the requirements of this subpart. At
minimum, an operator must maintain the following records for review during an
inspection.
(a) A written integrity
management program in accordance with § 192.907;
(b) Documents supporting the threat
identification and risk assessment in accordance with § 192.917;
(c) A written baseline assessment plan in
accordance with § 192.919;
(d)
Documents to support any decision, analysis and process developed and used to
implement and evaluate each element of the baseline assessment plan and
integrity management program. Documents include those developed and used in
support of any identification, calculation, amendment, modification,
justification, deviation and determination made, and any action taken to
implement and evaluate any of the program elements;
(e) Documents that demonstrate personnel have
the required training, including a description of the training program, in
accordance with § 192.915;
(f)
Schedule required by § 192.933 that prioritizes the conditions found
during an assessment for evaluation and remediation, including technical
justifications for the schedule.
(g) Documents to carry out the requirements
in §§ 192.923 through 192.929 for a direct assessment plan;
(h) Documents to carry out the requirements
in § 192.931 for confirmatory direct assessment;
(i) Verification that an operator has
provided any documentation or notification required by this subpart to be
provided to OPS, and when applicable, a State authority with which OPS has an
interstate agent agreement, and a State or local pipeline safety authority that
regulates a covered pipeline segment within that State.
§ 192.949
How does an operator
notify PHMSA
An operator must provide any notification required by this
subpart by -
(a) Sending the
notification to the Pipeline and Hazardous Materials Safety Administration,
U.S. Department of Transportation, PHP-10, 1200 New Jersey Avenue, SE.,
Washington, DC 20590;
(b) Sending
the notification by fax to (202) 366-4566; or
(c) Entering the information directly on the
Integrity Management Database (IMDB) Web site at
http://primis.phmsa.dot.gov/gasimp/.
§ 192.951
Where does an
operator file a report?
An operator must send any performance report required by this
subpart to the Information Resources Manager-
(a) By mail to the Pipeline and Hazardous
Materials Safety Administration, U.S. Department of Transportation, PHP-10,
1200 New Jersey Avenue SE., Washington, DC 20590;
(b) Via fax to (202) 366-4566; or
(c) Through the online reporting system
provided by PHMSA for electronic reporting available at the PHMSA Home Page at
http://phmsa.dot.gov.
APPENDIX A TO PART 192 - RESERVED
APPENDIX B TO PART 192 - QUALIFICATION OF
PIPE
I.
Listed Pipe
Specifications.
API 5L-Steel Pipe, "API Specification for Line Pipe"
(incorporated by reference, see
§ 192.7).
ASTM A53/A53M-SteeI Pipe, "Standard Specification for Pipe,
Steel Black and Hot-Dipped, Zinc-Coated, Welded and Seamless" (incorporated by
reference, see
§ 192.7).
ASTM A106-Steel Pipe, "Standard Specification for Seamless
Carbon Steel Pipe for High Temperature Service" (incorporated by reference,
see
§ 192.7).
ASTM A333/A333M-Steel Pipe, "Standard Specification for
Seamless and Welded Steel Pipe for Low Temperature Service" (incorporated by
reference, see
§ 192.7).
ASTM A381-Steel pipe, "Standard Specification for
Metal-Arc-Welded Steel Pipe for Use with High-Pressure Transmission Systems"
(incorporated by reference, see
§ 192.7).
ASTM A671-Steel pipe, "Standard Specification for
Electric-Fusion-Welded Pipe for Atmospheric and Lower Temperatures"
(incorporated by reference, see
§ 192.7).
ASTM A672-Steel pipe, "Standard Specification for
Electric-Fusion- Welded Steel Pipe for High-Pressure Service at Moderate
Temperatures" (incorporated by reference, see
§
192.7).
ASTM A691-Steel pipe "Standard Specification for Carbon and
Alloy Steel Pipe, Electric-Fusion-Welded for High Pressure Service at High
Temperatures" (incorporated by reference, see
§
192.7).
ASTM D2513-Thermoplastic pipe and tubing, "Standard
Specification for Thermoplastic Gas Pressure Pipe, Tubing, and Fittings"
(incorporated by reference, see
§ 192.7).
ASTM D2517-Thermosetting plastic pipe and tubing, "Standard
Specification Reinforced Epoxy Resin Gas Pressure Pipe and Fittings"
(incorporated by reference, see
§ 192.7).
II.
Steel Pipe of Unknown
or Unlisted Specification.A.
Bending Properties. For pipe 2 inches (51 millimeters) or less
in diameter, a length of pipe must be cold bent through at least 90 degrees
around a cylindrical mandrel that has a diameter 12 times the diameter of the
pipe, without developing cracks at any portion and without opening the
longitudinal weld. For pipe more than 2 inches (51 millimeters) in diameter,
the pipe must meet the requirements of the flattening tests set forth in ASTM
A53 (incorporated by reference, see § 192.7) except that the number of
tests must be at least equal to the minimum required in paragraph ll-D of this
appendix to determine yield strength.
B.
Weldability. A girth weld
must be made in the pipe by a welder who is qualified under subpart E of this
part. The weld must be made under the most severe conditions under which
welding will be allowed in the field and by means of the same procedure that
will be used in the field. On pipe more than 4 inches (102 millimeters) in
diameter, at least one test weld must be made for each 100 lengths of pipe. On
pipe 4 inches (102 millimeters) or less in diameter, at least one test weld
must be made for each 400 lengths of pipe. The weld must be tested in
accordance with API Standard 1104 (incorporated by reference, see §
192.7). If the requirements of API Standard 1104 cannot be met, weldability may
be established by making chemical tests for carbon and manganese, and
proceeding in accordance with section IX of the ASME Boiler and Pressure Vessel
Code (incorporated by reference, see
§ 192.7). The same
number of chemical tests must be made as are required for testing a girth
weld.
C.
Inspection. The pipe must be clean enough to permit adequate
inspection. It must be visually inspected to ensure that it is reasonably round
and straight and there are no defects which might impair the strength or
tightness of the pipe.
D.
Tensile properties. If the tensile properties of the pipe are
not known, the minimum yield strength may be taken as 24,000 p.s.i. (165 MPa)
or less, or the tensile properties may be established by performing tensile
test as set forth in API Specification 5L (incorporated by reference,
see
§ 192.7). All test specimens shall be selected at
random and the following number of tests must be performed.
Number of Tensile Tests - All Sizes
10 lengths or less
|
1 set of tests for each length.
|
11 to 100 lengths
|
1 set of tests for each 5 lengths, but not less than 10
tests.
|
Over 100 lengths
|
1 set of tests for each 10 lengths, but not less than
20 tests.
|
If the yield-tensile ratio, based on the properties determined
by those tests, exceeds 0.85, the pipe may be used only as provided in §
192.55 (c).
III.
Steel Pipe Manufactured Before November 12, 1970, to Earlier Editions
of Listed Specifications.
Steel pipe manufactured before November 12,1970, in accordance
with a specification of which a later edition is listed in Section I of this
appendix, is qualified for use under this part if the following requirements
are met:
A.
Inspection. The pipe must be clean enough to permit adequate
inspection. It must be visually inspected to ensure that it is reasonably round
and straight and that there are no defects which might impair the strength or
tightness of the pipe.
B.
Similarity of specification requirements. The edition of the
listed specification under which the pipe was manufactured must have
substantially the same requirements with respect to the following properties as
a later edition of that specification listed in Section I of this appendix:
(1) Physical (mechanical) properties of pipe,
including yield and tensile strength, elongation, and yield to tensile ratio,
and testing requirements to verify those properties.
(2) Chemical properties of pipe and testing
requirements to verify those properties.
C.
Inspection or test of welded
pipe. On pipe with welded seams, one of the following requirements
must be met:
(1) The edition of the listed
specification to which the pipe was manufactured must have substantially the
same requirements with respect to nondestructive inspection of welded seams and
the standards for acceptance or rejection and repair as a later edition of the
specification listed in Section I of this appendix.
(2) The pipe must be tested in accordance
with Subpart J of this part to at least 1.25 times the maximum allowable
operating pressure if it is to be installed in a Class 1 location and to at
least 1.5 times the maximum allowable operating pressure if it is to be
installed in a Class 2, 3 or 4 location. Notwithstanding any shorter time
period permitted under Subpart J of this part, the test pressure must be
maintained for at least 8 hours.
APPENDIX C TO PART 192 - QUALIFICATION OF WELDERS FOR LOW
STRESS LEVEL PIPE
I.
Basic Test.
The test is made on pipe 12 inches (305 millimeters) or less in
diameter. The test weld must be made with the pipe in a horizontal fixed
position so that the test weld includes at least one section of overhead
position welding. The beveling, root opening and other details must conform to
the specifications of the procedure under which the welder is being qualified.
Upon completion, the test weld is cut into four coupons and subjected to a root
bend test. If, as a result of this test, two or more of the four coupons
develop a crack in the weld material or between the weld material and base
metal, that is more than 1/8 inch (3.2 millimeters) long in any direction, the
weld is unacceptable. Cracks that occur on the corner of the specimen during
testing are not considered. A welder who successfully passes a butt-weld
qualification test under this section shall be qualified to weld on all pipe
diameters less than or equal to 12 inches.
II.
Additional Tests for
Welders of Service Line Connections to Mains.
A service line connection fitting is welded to a pipe section
with the same diameter as a typical main. The weld is made in the same position
as it is made in the field. The weld is unacceptable if it shows a serious
undercutting or if it has rolled edges. The weld is tested by attempting to
break the fitting off the run pipe. The weld is unacceptable if it breaks and
shows incomplete fusion, overlap, or poor penetration at the junction of the
fitting and run pipe.
III.
Periodic Tests for Welders of Small Service
Lines.
Two samples of the welder's work, each about 8 inches (203
millimeters) long with the weld located approximately in the center, are cut
from steel service line and tested as follows:
(1) One sample is centered in a guided bend
testing machine and bent to the contour of the die for a distance of 2 inches
(51 millimeters) on each side of the weld. If the sample shows any breaks or
cracks after removal from the bending machine, it is unacceptable.
(2) The ends of the second sample are
flattened and the entire joint subjected to a tensile strength test. If failure
occurs adjacent to or in the weld metal, the weld is unacceptable. If a tensile
strength testing machine is not available, this sample must also pass the
bending test prescribed in Subparagraph (1) of this paragraph.
APPENDIX D TO PART 192 - CRITERIA FOR CATHODIC PROTECTION
AND DETERMINATION OF MEASUREMENTS
I.
Criteria for Cathodic
Protection.A. Steel, cast iron, and
ductile iron structures.
(1) A negative
(cathodic) voltage of at least 0.85 volt, with reference to a saturated
copper-copper sulfate half cell. Determination of this voltage must be made
with the protective current applied, and in accordance with Sections II and IV
of this appendix.
(2) A negative
(cathodic) voltage shift of at least 300 millivolts. Determination of this
voltage shift must be made with the protective current applied, and in
accordance with Sections II and IV of this appendix. This criterion of voltage
shift applies to structures not in contact with metal of different anodic
potentials.
(3) A minimum negative
(cathodic) polarization voltage shift of 100 millivolts. This polarization
voltage shift must be determined in accordance with Sections III and IV of this
appendix.
(4) A voltage at least as
negative (cathodic) as that originally established at the beginning of the
Tafel segment of the E-log-I curve. This voltage must be measured in accordance
with Section IV of this appendix.
(5) A net protective current from the
electrolyte into the structure surface as measured by an earth current
technique applied at predetermined current discharge (anodic) points of the
structure.
B. Aluminum
structures.
(1) Except as provided in
Subparagraphs (3) and (4) of this paragraph, a minimum negative (cathodic)
voltage shift of 150 millivolts, produced by the application of protective
current. The voltage shift must be determined in accordance with Sections II
and IV of this appendix.
(2) Except
as provided in Subparagraphs (3) and (4) of this paragraph, a minimum negative
(cathodic) polarization voltage shift of 100 millivolts. This polarization
voltage shift must be determined in accordance with Sections III and IV of this
appendix.
(3) Notwithstanding the
alternative minimum criteria in Subparagraphs (1) and (2) of this paragraph,
aluminum, if cathodically protected at voltages in excess of 1.20 volts as
measured with reference to a copper-copper sulfate half cell, in accordance
with Section IV of this appendix, and compensated for the voltage (IR) drops
other than those across the structure-electrolyte boundary, may suffer
corrosion resulting from the buildup of alkali on the metal surface. A voltage
in excess of 1.20 volts may not be used unless previous test results indicate
no appreciable corrosion will occur in the particular environment.
(4) Since aluminum may suffer from corrosion
under high pH conditions, and since application of cathodic protection tends to
increase the pH at the metal surface, careful investigation or testing must be
made before applying cathodic protection to stop pitting attack on aluminum
structures in environments with a natural pH in excess of 8.
C. Copper structures. A minimum
negative (cathodic) polarization voltage shift of 100 millivolts. This
polarization voltage shift must be determined in accordance with Sections III
and IV of this appendix.
D. Metals
of different anodic potentials. A negative (cathodic) voltage, measured in
accordance with Section IV of this appendix, equal to that required for the
most anodic metal in the system must be maintained. If amphoteric structures
are involved that could be damaged by high alkalinity covered by Subparagraphs
(3) and (4) of paragraph B of this section, they must be electrically isolated
with insulating flanges, or the equivalent.
II.
Interpretation of Voltage
Measurement. Voltage (IR) drops other than those across the
structure-electrolyte boundary must be considered for valid interpretation of
the voltage measurement in paragraphs A(1) and (2) and paragraph B(1) of
Section I of this appendix.
III.
Determination of Polarization Voltage Shift. The polarization
voltage shift must be determined by interrupting the protective current and
measuring the polarization decay. When the current is initially interrupted, an
immediate voltage shift occurs. The voltage reading after the immediate shift
must be used as the base reading from which to measure polarization decay in
paragraphs A(3), B(2), and C of Section I of this appendix.
IV.
Reference Half Cells.
A. Except as provided in paragraphs B and C
of this section, negative (cathodic) voltage must be measured between the
structure surface and a saturated copper-copper sulfate half cell contacting
the electrolyte.
B. Other standard
reference half cells may be substituted for the saturated copper-copper sulfate
half cell. Two commonly used reference half cells are listed below along with
their voltage equivalent to -0.85 volt as referred to a saturated copper-copper
sulfate half cell:
(1) Saturated KCI calomel
half cell: -0.78 volt.
(2)
Silver-silver chloride half cell used in sea water: -0.80 volt.
C. In addition to the standard
reference half cells, an alternate metallic material or structure may be used
in place of the saturated copper sulfate half cell if its potential stability
is assured and if its voltage equivalent referred to a saturated copper-copper
sulfate half cell is established.
APPENDIX E TO PART 192 - GUIDANCE ON DETERMINING HIGH
CONSEQUENCE AREAS AND ON CARRYING OUT REQUIREMENTS IN THE INTEGRITY MANAGEMENT
RULE
I.
Guidance on
Determining a High Consequence Area
To determine which segments of an operator's transmission
pipeline system are covered for purposes of the integrity management program
requirements, an operator must identify the high consequence areas. An operator
must use method (1) or (2) from the definition in § 192.903 to identify a
high consequence area. An operator may apply one method to its entire pipeline
system, or an operator may apply one method to individual portions of the
pipeline system. (Refer to figure E.I.A for a diagram of a high consequence
area).
Determining High Consequence
Area
Click here
to view image
Figure E.I.A
II.
Guidance on Assessment Methods
and Additional Preventive and Mitigative Measures for Transmission
Pipelines
(a) Table E.ll.1 gives
guidance to help an operator implement requirements on additional preventive
and mitigative measures for addressing time dependent and independent threats
for a transmission pipeline operating below 30% SMYS not in an HCA (i.e.
outside of potential impact circle) but located within a Class 3 or Class 4
Location.
(b) Table E.ll.2 gives
guidance to help an operator implement requirements on assessment methods for
addressing time dependent and independent threats for a transmission pipeline
in an HCA.
(c) Table E.II.3 gives
guidance on preventative & mitigative measures addressing time dependent
and independent threats for transmission pipelines that operate below 30% SMYS,
in HCAs.
Table E.II.1
Preventive and Mitigative Measures for Transmission
Pipelines Operating Below 30% SMYS not in an HCA but in a Class 3 or Class 4
Location
Click here
to view image
Table E.II.2
Assessment Requirements for Transmission Pipelines in
HCAs (Re-assessment intervals are maximum allowed)
Click here
to view image
Table E.II.3
Preventative & Mitigative Measures addressing Time
Dependent and independent Threats for Transmission Pipelines that Operate Below
30% SMYS, in HCAs
Click here
to view image