Current through 2024-13, March 27, 2024
A.
Prior
Approval. Prior approval for construction of new facilities is required
from the Department.
B.
Aboveground Oil Storage Tanks.
(1) Design and Construction Standards.
Aboveground oil storage tanks must be constructed of steel and meet or exceed
one of the following design and manufacturing standards:
(a) UL-142, Standard for Steel Aboveground
Tanks for Flammable and Combustible Liquids;
(b) API650; or
(c) API-620, Design and Construction of
Large, Welded, Low-Pressure Storage Tanks.
(2) Prohibited Tanks. Bolted or riveted
construction is not acceptable for new or reconstructed tanks.
(3) Leak Detection. For tanks greater than
660 gallons, facilities must include a system of visual leak monitoring between
the tank bottom and the impermeable containment as detailed in API-
650.
(4) Corrosion
Protection. All tanks must have a cathodic protection system for any portion of
the tank in contact with the soil or backfill, in accordance with API
Recommended Practice 651, Cathodic Protection of Aboveground Storage Tanks;
API-650; and API Standard 653, Tank Inspection, Repair, Alteration, and
Reconstruction; or NACE Standard SP0285, Corrosion Control of External
Corrosion of Underground Storage Tank Systems by Cathodic Protection
unless a cathodic protection assessment as described in Section (2) of this
Chapter indicates that the corrosion rate will not reduce the floor thickness
below the minimum allowed in API 653 before the next required
internal inspection date. An owner or operator may propose an alternate method
of corrosion protection other than cathodic protection for review and approval
of the Department, provided the method is based on good engineering principles
and current industry practice.
(5)
The use of galvanic corrosion protection systems on new facilities without the
written permission of the Department is prohibited, except that galvanic
protection systems may be applied to tank bottoms only where the metallic
surface area exposed to the electrolyte is minimized through the application of
a dielectric coating or the area is small due to the tank size or
configuration.
(6) Painting. Tanks
must be painted in accordance with nationally recognized industry standards,
such as the Society for Protective Coatings publication SSPC Painting
Manual, Volume 1 Good Painting Practice. Insulated tanks are exempt
from this requirement.
(7) Tanks on
Earthen Base Pads. Any tank on a prepared earthen pad must include the
following:
(a) A base pad leak detection
system constructed in accordance with the standards of
API-650;
(b) A
release prevention barrier;
(c) A
support base constructed of compacted, clean, free-draining granular material
such as sand, gravel, or crushed stone. The use of cinders and organic material
is prohibited;
(d) Provisions to
ensure positive drainage of water away from the support base;
(e) A support base elevation of at least 12
inches above the general grade (dike floor) after ultimate settlement;
and
(f) Protection against erosion
of the surface of the support base by use of good engineering
practices.
(8) Tank
Spacing. New, relocated, or reconstructed tanks must be separated in accordance
with NFPA 30.
(9) Highway
Locations. Tanks located near a highway must be protected from vehicular
collisions.
C.
Piping, Valves and Pumps.
(1)
Fabrication Code. New and replacement piping must be designed, fabricated,
tested, and maintained in accordance with codes of practice developed by
nationally recognized associations such as API, ASME, ANSI, NFPA, PEI and STI.
Installation of piping must meet or exceed current codes of practice and be in
strict accordance with manufacturer specifications. Piping must be tested for
tightness and all deficiencies remedied before the piping is placed in service.
References to be followed include: ASME B31.1, Power Piping; ASME B31.3,
Process Piping; ASME B31.4, Pipeline Transportation Systems for Liquids and
Slurries; API RP1615, Installation of Underground Petroleum Storage Systems;
NFPA 30; PEI RP 100.
(2)
Identification. All aboveground piping and oil fill ports (for filling tanks
and trucks) at multi product oil terminal facilities must be color coded as
specified in API 1637, Using the API Color-symbol System to Mark
Equipment and Vehicles for Product-Identification at Gasoline Dispensing
Facilities and Distribution Terminals.
(3) Aboveground Piping. Aboveground piping
must be adequately supported and must be protected from physical damage
including but not limited to damage caused by freezing, frost heaving,
flooding, and vehicular traffic. Aboveground piping must be painted or coated
according to nationally recognized industry standards to prevent
corrosion.
(4) Underground Piping.
Installing underground piping must be avoided whenever possible. Piping
installed after the effective date of this Chapter and in contact with the soil
or in contact with an electrolyte must be adequately protected from corrosion
in accordance with codes of practice developed by a nationally recognized
association such as NACE or API. Underground lines must have secondary
containment with interstitial space monitoring, except that runs in excess of
100 feet that are not able to be run aboveground for operational, safety and
security reasons may be cathodically protected single walled pipe. References
to be followed include: ASME B31.1; ASME B31.3; ASME B31.4; API 1615; NFPA 30;
PEIRP 100; API 651; NACE SP-0169; NACE SP-0285; STI R892, Recommended Practice
for Corrosion Protection of Underground Piping Networks Associated with Liquid
Storage and Dispensing System.
(5)
Tank Valves. Each connection to an aboveground oil storage tank through which
liquid can normally flow must be provided with an NFPA 30 approved valve
located as close as practical to the shell of the tank. The tank shell valve
must be kept in the closed position when not in use, except at a staffed
facility equipped with a functional continuous tank level monitoring system. At
unstaffed facilities, a normally closed automatic valve must be installed
immediately downstream of the shell valve on tanks serving a loading rack.
(6) Valve Access. Tank shut-off
valves must be accessible and operable under all operating conditions including
during a 24-hour storm, 100-year precipitation event.
(7) Pump Leaks. Pumps must be equipped with
secondary containment such as drip pans or impermeable surfaces to catch leaks
from bearings, packings and seals.
D.
Tank - Secondary Containment.
(1) Capacity of Spill Containment Dikes. All
oil terminal facilities shall have diked areas designed, constructed, and
maintained to prevent oil from entering any waters of the State as described in
Section (2) or adjacent property.
Aboveground tanks must be surrounded by a containment dike
with a minimum height of 24 inches, and constructed as follows:
(a) Where a diked area contains one storage
tank, the diked area must retain not less than 110% of the capacity of the
tank;
(b) Where a diked area
contains more than one storage tank, the diked area must retain not less than
110% of the capacity of the largest tank, deducting the volume of the other
tanks in the diked area below the top surface of the dike; and
(c) Containment capacity for all facilities
must be verified when modifications to the diked areas, or to the capacity of
any storage tank within the diked area, are made. If no modifications are made,
the containment capacity must be verified every 10 years and signed and sealed
by a Maine licensed professional engineer or an engineer otherwise working in
compliance with Maine's professional regulation statutes. Dike walls that have
eroded or degraded over time must be regraded or repaired. Documentation of
verification, upgrade, and repair to containment areas must be maintained on
site and made available for review by the Department.
(2) Dike Configuration. The NFPA 30 governs
dike configuration for new facilities.
(3) Dike Impermeability. New facilities must
have secondary containment with the base and walls designed for a permeability
rate to water of 1 x 10-7 cm/sec, except where asphalt is the only oil stored
in the diked area.
(4) Liner Design
Specifications. The applicant shall submit to the Department for review and
approval complete design plans and specifications for the liner and associated
containment structures. The documents must be signed and sealed by a Maine
licensed professional engineer or an engineer otherwise working in compliance
with Maine's professional regulation statutes. The plans and specifications
must include, but are not limited to, the following:
(a) Liner subgrade and cover materials,
placement and compaction;
(b) Liner
materials, storage, handling, placement, anchoring, penetrations, attachment to
structures, and seaming;
(c) The
methods of field and laboratory destructive testing as required in paragraph
(5) below;
(d) Methods of
nondestructive testing of 100% of welded, extruded, or solvent seams;
and
(e) A list and description of
the manufacturer's oil compatibility certifications, installation
certifications, and warranties.
(5) Liner Testing. Liner testing must meet
the following requirements:
(a) Welded,
extruded, or solvent seams for synthetic geomembranes. At a minimum, seam
testing must be carried out twice daily at the beginning and end of days when
seaming takes place, or whenever seaming personnel change, or when
environmental conditions significantly change as determined by the liner
specifications;
(b) Moisture
content, hydraulic conductivity, and mass per unit area for every 50,000 square
feet or per lot of geosynthetic clay liner delivered;
(c) Construction methods and moisture-density
zone of acceptance for soil liners to be performed according to a statistically
valid method approved by the Department and based on the size of the liner;
and
(d) All welded, extruded and
solvent seams must be tested by an approved non-destructive method.
Testing methods must conform to nationally recognized
standards. If no standards exist, alternative methods must be approved by the
Department.
Note: The American Society of Testing and Materials (ASTM),
the Geosynthetic Institute (GSI), and the National Sanitation Foundation (NSF)
are considered nationally recognized standards.
(6) Liner Quality Assurance (QA) Plan. The
applicant shall submit to the Department for review and approval a liner QA
plan which must include, but is not limited to, the following:
(a) A description of how the liner QA plan
interfaces with the overall liner and containment structure design plans and
specifications;
(b) Qualifications
of the construction inspector. The inspector must be fully knowledgeable of the
QA plan, independent of the liner manufacturer and fabricator, and empowered by
contract to enforce all provisions in the liner QA plan and liner design plans
and specifications;
(c)
Qualifications of liner fabricator, lead seamer, quality control officer, and
site supervisor personnel;
(d)
Qualifications of the independent testing laboratory;
(e) The environmental conditions at which
seaming or placement of the liner must be stopped or seaming techniques
substantially modified;
(f) Seam
inspection, rejection, or repair procedures for faulty seams or evidence of a
faulty seam, or placement of liner determined through destructive testing,
nondestructive testing, or inspection; and
(g) Record keeping and reporting requirements
for QA activities.
(7)
Compatibility of Geomembrane Liner. Geomembrane liners used for secondary
containment must meet a short term compatibility testing (7-28 days) in
accordance with ASTM D5747/D5747M before any new oil is put in the
tank.
(8) Liner Installation
Standards. All new geomembrane liners must be designed and installed in
accordance with the manufacturers' recommendations. The design must include
protection of the liner from equipment damage. A minimum of 6 inches of sand
must be placed over the liner to protect the liner from damage.
(9) Detailed Design. The detailed design of
new spill containment dikes must be signed and sealed by a Maine licensed
professional engineer or an engineer otherwise working in compliance with
Maine's professional regulation statutes.
(10) Dike Stairways. Permanent fixed
stairways must be provided for access to diked areas to prevent degradation of
the dike walls.
E.
Facility Drainage Systems.
(1)
Design. The water collection, drainage, discharge, and oil/water separator
system must be designed and signed and sealed by a Maine licensed professional
engineer or an engineer otherwise working in compliance with Maine's
professional regulation statutes. The design and operation collectively must
provide for operational stresses likely to be encountered in Maine, such as
frost action, a 24-hour storm, 100-year precipitation event and other site
specific factors. All buried or partially buried oil/water separators must be
of a design and construction (approved by the Department) that will prevent
releases due to corrosion or structural failure for the operating life of the
system.
(a) The oil/water separator systems
must be constructed or lined with material that is compatible with the expected
contents of the system.
(b)
Underground or inground oil/water separator system must be:
(i) Cathodically protected against
corrosion;
(ii) Constructed of
non-corrodible material;
(iii)
Steel clad with non-corrodible material;
(iv) Designed in a manner to prevent the
release or threatened release of any stored substance due to corrosion;
or
(v) Installed at a site that is
determined by a NACE certified corrosion expert to be unlikely to have a
release due to corrosion during its operating life. Owners and operators shall
maintain records that demonstrate compliance with the requirements of this
provision for the remaining life of the tank.
(2) Oil/Water Separators. Oil/water
separators must be designed, licensed, operated, and maintained according to
Pollution Control,
38 M.R.S.
§413 (Waste Discharge Licenses) if the
effluent is discharged directly into the waters of the State. If the effluent
will be discharged to a POTW, the oil/water separator must also be designed,
licensed, operated, and maintained according to the requirements of the POTW
(in order to meet their state and local license requirements). If the oil/water
separator is required to be registered in accordance with Rules for
Underground Oil Storage Facilities, 06-096 C.M.R. ch. 691, it must be
installed by a Maine Certified Underground Oil Storage Tank
Installer.
(3) Drain Valves. Drain
valves must be easily accessible for closing in an emergency under all
conditions of operations. Flapper valves are not acceptable.
(4) Dike Drainage.
(a) Control of drain water from inside a
diked area must be by a valve outside the diked area, locked in the closed
position except at times of drainage operations under supervision by personnel
trained in the proper operation of drains and separators. Drainage control
valves may be located inside the diked area at existing facilities where #6 oil
or asphalt is the only oil being stored in the diked area, provided that these
drainage valves are locked in the closed position except during drainage
operations under supervision by trained personnel, and that the dike valves are
exercised monthly.
(b) All drainage
through the oil/water treatment system from a containment dike must be locked
out from discharge except at times of supervised drainage. All drainage must
flow through an oil/water separator
(5) Oil Storage and Handling Area. Facilities
must be graded to collect surface run-off and discharge it through an oil/water
separator to a location approved by the Department. Such separators must be
designed, installed, operated, and maintained to collectively handle a 24-hour
storm, 100-year precipitation event.
F.
Tank Truck and Tank Car Loading and
Unloading.
(1) Shut-Off Valves. NFPA 30
approved shut-off valves must be provided at the end of all loading and
unloading points and must be maintained in a locked position except during
properly supervised operations. Such valves must be accessible under all
conditions of operations.
(2) Hose
Spill Preventers. All vehicle loading points must be equipped with spill
preventers designed to drain the transfer hose at the end of the transfer
procedure.
(a) The spill preventer must be of
sufficient size to contain the contents of the hose.
(b) A dry break system approved by the
Department may be used in lieu of a spill preventer.
(3) Automated Equipment. The design of the
piping, valves, pumps and hoses which convey oil from storage tanks to a tank
truck or a tank car loading rack must be "fail-safe" engineered to prevent the
spilling of oil.
(4) End Capping.
Top loading arms at tank truck and tank car loading racks must be equipped with
a containment device capable of preventing a discharge of oil when in standby
service. Piping used for unloading tank cars or tank trucks must be securely
capped or blank flanged and emptied of oil product when not in use. Out of
service top loading racks at tank truck or tank car loading areas must be
isolated or disconnected from the active portions of the facility.
(5) Spill Containment. Tank truck and tank
car loading, and unloading areas, except for facilities handling only asphalt,
must be provided with impervious secondary containment, that is designed,
constructed, and maintained to contain spills in amounts up to the volume of
largest compartment of any vehicle loaded or unloaded at the facility. The
secondary containment systems in loading and unloading areas must be designed
and constructed to prevent collection of stormwater runoff and must be
connected to either a holding tank for removal and disposal or to an oil/water
separator.
G.
Fire
Prevention. All facilities must be designed, built, operated, and
maintained in accordance with the NFPA 30. A terminal facility unable to meet
these requirements shall submit an alternate fire protection plan that has been
approved by the State Fire Marshal's Office and the local fire suppression
agency.
H.
Physical
Security.
(1) Fencing. All facilities
must be surrounded by a security fence. Fencing must be at least 6 feet high.
Automatic entry gates operated by pass key and visual checks must be provided,
and must remain locked except when the facility is in supervised operation or
guarded. The Department may approve alternative security measures if it
determines that the alternative measures meet the intent of this
Chapter.
(2) Lighting. A minimum
illumination standard of 50 lux is required for transfer areas including tank
truck and tank car loading and unloading areas, pump areas, and entryways that
would likely be the source of leaks either by accident or by acts of vandalism.
Adequate lighting must be provided in accordance with the Illumination
Engineering Society HB-10, Lighting Applications Standards.
(3) Facility Security Plan. Facilities must
establish and implement a Facility Security Plan pursuant to 33 C.F.R. pt. 105
that is approved by the U.S. Coast Guard.
I.
Dock Facility.
(1) Transfer Piping. The connection points of
the oil transfer piping to the storage tanks, located on the dockside, must
have NFPA 30 approved shut-off valves and check valves installed to prevent
back-flow of oil should failure of dock hoses or other equipment
occur.
(2) Spill Containment. All
oil transfer points of connection must be provided with a spill containment
system designed, constructed, and maintained so as to contain discharges that
could result from a hose or connection point rupture.
The spill containment system must have a storage capacity of
at least:
(a) Two barrels if it serves
one or more hoses of 6-inch inside diameter or smaller, or one or more loading
arms of 6-inch nominal pipe size diameter or smaller;
(b) Three barrels if it serves one or more
hoses with an inside diameter of more than 6 inches, but less than 12 inches,
or one or more loading arms with a nominal pipe size diameter of more than 6
inches, but less than 12 inches; and
(c) Four barrels if it serves one or more
hoses of 12-inch inside diameter or larger, or one or more loading arms of
12-inch nominal pipe size diameter or larger.
(d) Spill containment must be properly
positioned and adequately maintained, and an absorber must be available in case
of overflows to minimize the loss of oil. The spill containment contents may
not be allowed to spill into the water or onto the surrounding soil. Spilled
oil, oil debris and contaminated soil must be disposed of in a manner
acceptable to the Commissioner.
(3) Precipitation drainage locations
(scuppers) in the dock containment area must be plugged prior to commencement
of any oil transfers.
(4)
Requirements for Protection Against Mechanical Damage. Concrete or other
portions of the pier or wharf structures that are exposed to impact or abrasion
by vessels or are subject to damage by floating ice or debris must be protected
by an open fender system constructed of wood or other material. Provisions must
be made to reduce the impact force exerted on the pier with such details of
construction that reduces damage from ordinary operations to a reasonable
minimum. The pier and wharf structures must be inspected for damage annually
and repaired as necessary.
J.
Shop-Fabricated Aboveground Storage
Tanks and Appurtenances.
(1)
Shop-Fabricated Aboveground Storage Tanks.
(a)
Design and Construction Standards. Shop-fabricated aboveground storage tanks
used to store flammable or combustible liquids must be constructed of steel and
meet or exceed the design requirements of NFPA 30. Shop-fabricated aboveground
storage tanks used to store non-flammable or non-combustible hazardous
substances (as defined by Uncontrolled Hazardous Substance
Sites,
38 M.R.S.
§1362(1) must be
constructed of materials compatible with the substance to be stored and
designed in accordance with good engineering practices. All shop-fabricated
aboveground storage tanks, including any integral secondary containment
systems, must be installed according to the manufacturer's
recommendations.
(b) Limited Use
Tanks. Tanks constructed in accordance with UL 80, Standard for Steel Inside
Tanks for Oil-Burner Fuels and Other Combustible Liquids, must only be used to
supply fuel to oil-burning equipment.
(c) Secondary Containment. All
shop-fabricated aboveground storage tanks must be located in diked areas
meeting the requirements of Section (7)(D) of this Chapter, or designed with
their own integral secondary containment system meeting the standards of one of
the following: STI F911, Standard for Diked Aboveground Storage Tanks; STI
F921, Standard for Aboveground Tanks with Integral Secondary Containment; or UL
2085, Standard for Protected Aboveground Tanks for Flammable and Combustible
Liquids.
(d) Leak Detection.
Shop-fabricated aboveground storage tanks must be designed so that the space
between the bottom of the tank and the secondary containment can be either
visually or electronically monitored.
(e) Corrosion Control. All shop-fabricated
aboveground storage tanks must have a cathodic corrosion protection system for
the portion of the tank in contact with the soils or backfill in accordance
with API 651; PEI RP200, Recommended Practices for Installation of Aboveground
Storage Systems for Motor Vehicle Fueling; STI R893, Recommended Practices for
External Corrosion Protection of Shop Fabricated Aboveground Tank Floors; or
NACE SP-0285. An owner or operator may propose an alternate method of corrosion
protection other than cathodic protection for review and approval by the
Department, provided the method is based on good engineering principles and
current industry practice.
(f)
Overfill Prevention.
(i) All shop-fabricated
aboveground storage tanks with a capacity of over 20,000 gallons or with an
integral secondary containment system that are used to store a flammable or
combustible liquid must have:
a. A device
which sounds an audible and visual alarm when the tank reaches 90% of capacity;
and
b. During filling operations, a
person from the terminal receiving the delivery shall monitor the transfer
along with the truck driver.
(ii) All shop-fabricated aboveground storage
tanks with a capacity of 20,000 gallons or less and that are used to store a
flammable liquid must have one of the following:
a. A device which sounds an audible and
visual alarm when the tank reaches 90% of capacity; or
b. A device which automatically stops the
flow of the liquid into the tank when the liquid level of the tank reaches 95%
of capacity.
During fill operations, a person from the terminal receiving
the delivery shall monitor the transfer along with the truck
driver.
(g) Painting. Tanks must be painted in
accordance with the SSPC publication Painting, Manual, Volume 1 Good
Painting Practice. Insulated tanks are exempt from this
requirement.
(2) Piping,
Valves and Pumps.
(a) Fabrication Code. All
aboveground piping systems must be designed, constructed, installed and
maintained in accordance with Section (7)(C)(1) of this Chapter.
(b) Pump and Valve Leaks. Pumps and valves
must be equipped with secondary containment such as drip pans or impervious
surfaces to catch leaks from bearings, packing and seals.
(c) Tank Valves. All shop-fabricated storage
tanks connected to a loading rack must be equipped with a device such as a
normally closed solenoid valve that prevents gravity flow from the tank in the
event of a piping breach, unless tank inventory is reconciled daily. Valves on
shop-fabricated storage tanks not connected to a loading rack and not in
frequent use must be maintained in the closed position.
(d) Underground Piping. Underground piping
must be avoided whenever possible. All underground piping must be designed,
constructed, installed and maintained in accordance with 06-096 C.M.R. ch. 691
or Rules for Underground Hazardous Substance Storage
Facilities, 06-096 C.M.R. ch. 695.
K.
Natural Hazard Risk
Assessment.
All facility infrastructure must be assessed for current
flood risk and for future flood risk. Potential impacts on adjacent properties
must be identified including the possibility for damage to existing
infrastructure and movement of product or contamination to adjacent
areas.
(1) The assessment must
identify the infrastructure evaluated. Future flood risk evaluation must
consider a timespan of 30 years from the date of the evaluation.
(2) The assessment must review previous flood
information and any costs resulting from flood damage; evaluate current flood
risks from a 100-year flood event; and evaluate future flood risks using storm
surge and waves from a 100-year flood event added to both the projected
intermediate and high sea level rise scenarios. The assessment must consider
impacts including but not limited to erosion, collision, scouring, flooding,
and flotation, including the buoyancy of any empty or partially empty tanks and
pipelines.
(3) The assessment must
consider how to meet the Facility Drainage System 24-hour, 100-year
precipitation event requirements of Section (7)(E)(1) and (5) and the portion
of Section (8)(K) that relates to these two Sections. The assessment must
determine how stormwater management measures can accomplish this requirement
and must include a timeframe for implementation of any measures needed to
comply with these Sections. The implementation schedule must be completed
within 5 years following the submittal of the Natural Hazard Risk Assessment
report in Section (7)(K)(6).
(4)
The worst case scenarios of hazards to vulnerable infrastructure must be
considered in the assessment. Evaluation of potential impacts to critical
infrastructure and operations including their consequences; identification of
short- and long-term adaptation practices; prioritization of adaptive actions;
costs of recommended adaptations; and presentation of recommendations that
build resilience into the critical infrastructure must be included.
(5) An explanation of the data sources used
in the assessment must be included in the final assessment document.
(6) A report detailing the results of the
assessment must be included in the initial license application and any renewal
applications. The report must clearly specify what adaptive measures, if any,
are incorporated into the facility design based on the evaluation and must
include an implementation schedule for these measures.