(1) SCOPE AND APPLICATION.
(a)
General.
1. This section applies to tanks that store,
handle, or use liquids which are federally regulated hazardous substances, in
any concentration of 1 percent or more by volume, for the purpose of protecting
the waters of the state from contamination.
Note: The list of federally regulated
hazardous substances covered in this subchapter, also known as the CERCLA List,
is located in
40 CFR
302.4, Table 302.4.
Note: Other sections of this chapter regulate
the storage and use of flammable and combustible liquids. Chapter
SPS
314 - the Wisconsin Fire Prevention
Code, through the adoption of NFPA 1, Fire Code, also
regulates the storage and use of liquids that have properties such as being
flammable, combustible, toxic, water reactive, explosive, and corrosive.
Note: See s.
ATCP 93.140 for
tank registration requirements and s.
ATCP 93.145 for tank
permit requirements.
2.
Liquids within the scope of subd. 1. that are flammable or combustible shall
also meet the requirements of this chapter which apply to flammable or
combustible liquids.
(b)
Exemptions. This section does not apply to any of the
following:
1. Hazardous waste storage tanks
that are licensed under s.
291.25,
Stats., except any tank containing a flammable or combustible mixture of
hazardous wastes regulated under that section, and other liquids, is not exempt
from this chapter.
2. Aboveground
tanks which are used to store a federally regulated hazardous substance and
which have a capacity of less than 5,000 gallons, and transfer operations
involving these tanks, unless the substance is flammable or
combustible.
3. Accumulator tanks,
process tanks, or service tanks.
4.
Portable tanks containing liquids that are not flammable or
combustible.
5. Tanks regulated
under, and maintained in compliance with, the rules in
40
CFR 430.03.
(2) TANK SYSTEM DESIGN AND CONSTRUCTION.
(a)
General. Design,
construction and maintenance of tank systems for the storage of federally
regulated hazardous substances shall be in accordance with good engineering
practices and this chapter and shall be under the supervision of a qualified
engineer.
(b)
Notification. The qualified engineer shall notify the
department or authorized agent on form TR-WM-121 of an impending installation
of a tank system under this section unless this notice is provided under s.
ATCP 93.115(2) (b)
3. A written statement shall be provided that
the system has been designed and will have construction oversight by a
qualified engineer.
(c)
Testing. All new tanks and pipe systems shall have pressure or
vacuum testing that shall assure that all components and connections are tight,
in a manner equivalent to the protocol and parameters specified in NFPA 30
section 21.5 and PEI RP 100 sections 11 and 14, before the tanks and pipe
systems are placed into service.
(d)
Qualified engineer.
1. The qualified engineer responsible for
design and oversight of construction of federally regulated hazardous substance
liquid storage tank systems under this chapter shall meet the requirements of
this paragraph.
2. The qualified
engineer shall be competent in the engineering methods for designing and
installing hazardous liquid tank systems.
3. The qualified engineer shall be a
registered professional engineer, unless one of the exemptions in s.
443.14, Stats.,
applies.
(3)
GENERAL REQUIREMENTS FOR TANKS. Storage tanks shall meet all of the following
requirements:
(a)
Structural. Tanks shall have a stable foundation under all
operating conditions and be of sufficient structural strength to withstand
normal handling and use.
(b)
Chemical compatibility. Tanks shall be chemically compatible
with the substance being stored.
(c)
Wear, vibration, shock, and
corrosion. Tanks shall be protected from failure due to internal and
external wear, vibration, shock, and corrosion.
(d)
Fire, heat, vacuum, and
pressure. Tanks shall be protected from fire, heat, vacuum, and
pressure that might cause tank failure.
(e)
Collision protection.
Tanks that are subject to vehicle collision shall be protected from collision
damage by vehicles and equipment.
(f)
Fiberglass-reinforced
plastic. If fiberglass-reinforced plastic material is used, the
material shall be of sufficient density and strength to form a hard,
impermeable shell that will not crack, wick, wear, soften, or separate under
normal service conditions.
(g)
National standards. Tanks shall be designed, constructed and
installed or certified by a qualified engineer in accordance with a standard
recognized by the department that is developed by a nationally recognized
association or independent testing laboratory.
(h)
Listing. Tanks used for
underground storage shall be listed or shall be approved by the
department.
(i)
Reinstallation of used tank systems.
1. Used tank systems that do not meet the
standards for new tanks under par. (g) or new piping under sub. (4) may not be
reinstalled for hazardous substance storage.
2. If a used tank meets the standards for new
tanks under par. (g), it may be reinstalled provided it is certified by a
qualified engineer for use.
(k)
Spill prevention at pumps and
valves. The owner or operator shall prevent spills and leaks at all
pumps and valves that control a liquid hazardous substance by using one or more
of the following methods:
1. Installation of
seal-less pumps and valves, double-seal pumps and valves or equivalent
technology.
2.
a. Implementation of a pump and valve
inspection, maintenance, and repair program that complies with subd. 2.
b.
b. The frequency of inspection
and scope of maintenance and repair shall be based on a minimum of 5 years of
actual operating and service records, manufacturer's recommendation, or records
for similar operations.
3.
a.
Installation of pumps and valves within a catchment basin, such as a drip pan,
pad or secondary containment system, that complies with subd. 3. b. and
c.
b. The catchment basin shall be
compatible with the substance stored for a period of time that will allow for
cleanup under all operating conditions.
c. The catchment basin shall be inspected
each day of operation for accumulation of liquid and shall have the capacity to
contain all spills likely to accumulate in the basin.
(l)
Tanks subject to melting. Aboveground storage tanks
constructed of a material subject to melting when exposed to fire shall be
located so that any spill or leak resulting from the failure of the material
could not unduly expose persons, structures, or the environment.
(m)
Tanks subject to
scouring.1. Storage tanks subject to
scouring by the inflow of materials, or subject to wear from manual gauging
shall be equipped with wear plates, diffusers, or other means to prevent
localized wear or corrosion.
2. If
wear plates are used, they shall cover an area of at least one square foot and
be installed in a manner that prevents crevice corrosion of the tank.
(n)
Explosion
protection. Tanks shall be protected from explosion in accordance with
generally accepted engineering practices. Protection shall be provided by
cooling systems, fire-resistance measures, depressurizing valves, foundation
sloping to prevent burning liquids from accumulating under the tank, or other
means determined by a qualified engineer and acceptable to the
department.
(o)
Protection
from freezing. Tanks, piping, valves and other ancillary equipment
shall be protected from physical damage by freezing.
(4) PIPING SYSTEMS.
(a)
General requirements.
Piping systems serving hazardous substance storage tanks shall meet all of the
following requirements:
1. Piping systems
shall be compatible with the substance stored and be protected from failure due
to internal and external wear, vibration, shock, and corrosion.
2. Piping systems shall be free of leakage,
structurally sound, properly supported under all operating conditions and be
protected from fire, heat, vacuum, and pressure that would cause the system to
fail.
3. Piping systems shall be
designed, installed, and maintained to prevent damage from expansion, jarring,
vibration, contraction, and frost.
4. Piping systems shall be protected from
collision damage or crushing loads by vehicles and equipment.
5. Joint compounds and gaskets shall be
compatible with the substance stored.
6. Piping with pump or compressor connections
shall be provided with shutoff valves located adjacent to the
connections.
7. Flexible
connectors, elbows, loops, expansion chambers or similar measures shall be
installed to allow for movement and prevent damage from water hammer.
8. Piping systems that carry liquids which
expand upon freezing shall be protected from freezing or shall have provisions
to prevent rupture due to freezing.
9. Refrigerated piping systems shall be
constructed of materials suitable for extreme temperatures and pressures in the
storage system.
(b)
National standards. Hazardous substance piping systems serving
storage tanks shall be designed, constructed and installed or certified by a
qualified engineer in accordance with a standard, as recognized by the
department, that is developed by a nationally recognized association or
independent testing laboratory.
Note: Examples of recognized standards include
ORD-C107.7 - Glass-Fibre Reinforced Plastic Pipe and Fittings; and ASTM D 2996
- Standard Specification for Filament-Wound "Fiberglass"
(Glass-Fiber-Reinforced Thermosetting Resin) Pipe.
(5) SECONDARY CONTAINMENT.
(a)
General.
1. All new and existing tank systems used to
store hazardous liquids shall be provided with secondary containment.
2. Secondary containment systems shall be
designed, constructed and installed to prevent the release of regulated
substances to the environment at any time during the operational life of a tank
system by containing a leak or spill from the system until the leak or spill is
detected and removed.
3. A building
may serve as secondary containment if at least one of the following
requirements is met:
a. The building is an
enclosed structure resting on or above impermeable surfaces from which a
discharge of the entire contents of the largest tank would not escape through
any doorway, floor drain or other means.
b. The building drains and spillways are
connected to an onsite wastewater treatment facility and are designed and
maintained such that any leak or spill cannot drain elsewhere.
c. The building drains and spillways are
connected to a municipal wastewater treatment facility with agreement of the
municipality on the specific materials stored, and drains and spillways are
designed and maintained such that any leak or spill cannot drain
elsewhere.
4. Secondary
containment systems shall be checked for evidence of a leak or spill at least
every 30 days.
5. Double-walled
tanks shall be designed, constructed, and installed to contain a leak from any
portion of the inner tank and to detect a failure of the inner or outer
wall.
6. Capacity requirements for
secondary containment structures may be reduced by the amount of available
treatment plant capacity that is directly accessible to the tank.
7. Secondary containment, including liners
and vaults, shall be designed, constructed, and installed to do all of the
following:
a. Contain 100 percent of the
capacity of the largest tank within the containment area, except as provided in
subd. 8.
b. Prevent precipitation
or groundwater intrusion from interfering with the ability to contain or detect
a leak or spill of a regulated substance.
c. Surround the tank completely and be
capable of preventing migration of a regulated substance.
d. Use materials that are compatible with the
substances stored and the environment.
e. Isolate incompatible liquids and tank
materials from each other and from the environment.
8.
a.
Permanent containment structures that are not protected from the weather shall
be designed and maintained to allow for the containment of 125 percent of the
volume of the largest tank within the containment area.
b. Precipitation and debris shall be removed
from the containment structure on a regular basis.
c. No precipitation, ice, or debris that is
noticeably contaminated may be discharged to the environment.
9. Underground piping shall be
provided with secondary containment and leak detection in accordance with sub.
(8).
10.
a. Connections to tanks shall be located
within a containment structure constructed of compatible material and capable
of containing leaks from the connections.
b. The containment structure for underground
tanks shall have an access way so connections can be inspected and repaired.
(b)
Secondary containment systems for product transfers. Transfer
of hazardous substances shall take place within a secondary containment system
that meets all of the following requirements:
1.
a. For
facilities that are designed on or after February 1, 2009, the system shall be
capable of containing leaks and spills from the largest compartment of the
vehicle being loaded or unloaded, including leaks or spills from connections,
couplings, vents, pumps and valves, hose failure, or overturning of a
container.
b. For facilities
designed or installed before February 1, 2009, the system shall be capable of
containing the volume of any leak or spill deemed likely to occur, in the
professional judgment of a qualified engineer.
c. Open-ended fill lines shall be located
within the secondary containment system.
2.
a. The
system shall be designed, installed, and operated to prevent any migration of
hazardous substances into the soil or the waters of the state, before cleanup
occurs, except as allowed in subd. 2. b.
b. The system may allow migration of the
gaseous component of a spill.
3. The system shall be constructed, coated,
or lined with materials that are compatible with the substances to be
transferred and the environment.
4.
a. Product transfers using temporary
containment structures shall be constantly attended.
b. The attendant shall be familiar with
emergency procedures such that the secondary containment capacity will not be
exceeded in the event of a leak or spill.
5.
a.
Permanent containment structures shall have sufficient strength and thickness
to withstand wear, hydrostatic forces, frost heaving, and weathering.
b. The structure shall support any vehicle
brought into the transfer area.
6. Permanent containment structures shall
have a foundation that prevents failure due to settlement, compression, or
uplift.
7.
a. Permanent containment structures shall be
designed with a manually controlled drainage system to permit the drainage of
liquids resulting from leaks, spills, and precipitation, such as a manually
controlled pump or siphon or a manually controlled dike valve.
b. Pump, siphon and valve controls shall be
located outside of the diked area.
c. All drainage systems shall be locked in a
closed position when a transfer of a hazardous substance is in
progress.
d. Spilled or leaked
substances shall be removed from the containment system to prevent a release to
the waters of the state.
(6) PRESSURE RELIEF AND VENTING.
(a)
General pressure relief and
venting requirements.
1.
a. Tanks shall be protected from
over-pressurization and excessive vacuum that may be caused by operator error,
filling, emptying, atmospheric temperature changes, pumping, refrigeration,
heating, and fire exposure.
b.
Tanks subject to failure due to pressure or vacuum shall be provided with
pressure control devices as determined by the qualified engineer.
c. Protection shall be provided by vents,
rupture discs, pressure or vacuum relief devices, controllers, fail-safe vessel
designs, or other means determined by a qualified engineer.
2. If a pilot-operated relief
valve is used, it shall be designed so the main valve will open automatically
and will protect the tank in the event of failure of the pilot valve or other
device.
3. Venting used on a tank
containing a flammable or combustible hazardous substance shall follow the
requirements of NFPA 30 sections 21.4.3 and 22.7.
4. Vent discharge openings shall be designed
and constructed to prevent interference of operation due to
precipitation.
5. Vents shall have
provisions for draining any condensate that may accumulate.
6. Vents shall be protected from
tampering.
7. Vents shall have
direct contact with the vapor space of the tank.
8. Venting shall be sized to limit the back
pressure to less than the maximum pressure allowed by the design of the
system.
9. Tanks fitted with relief
valves may not be equipped with an isolation valve below the relief valve
unless 2 or more relief valves are provided, and isolation valves are
interlocked.
10. Cooled tanks with
sealed double-wall construction shall have a pressure relief valve on the outer
wall in addition to a pressure relief valve or safety disk on the inner
tank.
(b)
Normal
venting. Closed-roof atmospheric tanks and low-pressure tanks shall be
equipped with normal vents designed to accommodate all of the following
conditions:
1. Inbreathing resulting from
maximum outflow of liquid from the tank.
2. Inbreathing resulting from contraction of
vapors caused by a decrease in atmospheric temperature.
3. Outbreathing resulting from maximum inflow
of liquid into the tank and maximum evaporation caused by the inflow.
4. Outbreathing resulting from expansion and
evaporation that result from maximum increase in atmospheric temperature.
Note: Examples of normal venting include
pilot-operated relief valves, pressure relief valves, pressure-vacuum valves,
conservation vents, open vents, or a combination of devices.
(c)
Emergency
venting.
1. Atmospheric,
low-pressure and high-pressure aboveground tanks shall have emergency venting
to ensure that the maximum pressure for the tank is not exceeded.
2. Emergency venting shall be designed by a
qualified engineer in accordance with good engineering practices.
Note: Examples of emergency venting include
larger or additional open vents, pressure-vacuum valves, pressure relief
valves, a gauge hatch that permits the cover to lift under abnormal internal
pressure or a manhole cover that lifts when exposed to abnormal internal
pressure.
(d)
Labeling of pressure relief valves.
1. Where safety, pressure relief or vacuum
relief valves are used, each valve shall be permanently labeled with all of the
following information:
a. The name or
identifying trademark of the manufacturer.
b. The manufacturer's design or type
number.
c. The pipe size of the
inlet.
d. The set pressure or
vacuum, in pounds per square inch gauge.
e. The full open pressure or vacuum, in
pounds per square inch gauge.
f.
The capacity at the indicated pressure or full open vacuum, in either cubic
feet of gas per minute or cubic feet of gas per hour.
2. The labeling shall be provided either on
the valve itself or on a plate securely fastened to the valve.
(7) TEMPERATURE
MONITORING.
(a) Temperature indicators and
corresponding alarms shall be provided for storage tanks where heat from a
reaction could cause damage to the system or a release to the
environment.
(b) Heated or cooled
tanks shall be equipped with appropriate thermal controls and gauges.
(c) Protection against overheating or
overcooling shall be provided for heated or cooled tanks in accordance with
generally accepted engineering practices.
Note: Means of protection may include
temperature controllers, insulation, alarms, cooling systems, and special
material selection.
(8) LEAK DETECTION FOR UNDERGROUND TANK
SYSTEMS.
(a) Underground storage tank systems
that contain federally regulated hazardous substances shall be equipped with a
leak detection system which will detect a leak in the primary containment of
the tank and piping.
(b) The leak
detection method shall be capable of meeting the requirements in s.
ATCP 93.510, except as provided in par. (c).
(c) Other methods of leak detection may be
used if approval from the department is obtained before the installation and
operation of the new UST system.
(9) CORROSION PROTECTION. Corrosion
protection shall be provided in accordance with s.
ATCP 93.520 for underground storage tank systems or s.
ATCP 93.400
for aboveground storage tank systems.
(10) IDENTIFICATION AND LABELING.
(a) Transfer points shall be labeled with the
name of the substance transferred.
(b) Aboveground tanks storing hazardous
substances within the scope of this section shall be identified and labeled in
accordance with s.
ATCP 93.400(7).
Note: Section
ATCP 93.400(7) requires conformance with
NFPA 704.
(c) All tanks on a
property shall have a unique tank identification number that is readily visible
to emergency response personnel.
(11) INSPECTIONS, CHANGES IN SERVICE, TANK
CLOSURE, AND RELEASES FROM A TANK.
(a)
Aboveground storage tanks.1.
Aboveground storage tanks shall comply with ss.
ATCP 93.440 to 93.470, except as provided in subd.
2.
2. Periodic inspections of
aboveground tanks may be conducted in accordance with any nationally recognized
standard that is more applicable to hazardous tanks than STI SP001.
3. Existing and new aboveground fiberglass
storage tanks shall have certified external tank inspections and certified tank
integrity inspections in accordance with HIR FTV RP 2007.
Note: Aboveground storage tanks which store
hazardous substances and which have a capacity of less than 5,000 gallons are
exempt from this chapter unless the substance is also flammable or
combustible.
Note: Sections
ATCP 93.440 to 93.470 address inspections; seldom-used and
temporarily out of service tanks; change in service to store a non-regulated
substance; tank closures; tank-system site assessment; and confirming and
responding to leaks, spills, overfills and releases.
Note: The department accepts use of the
following standard for performing periodic inspections under this subdivision:
HIR FTV RP 2007, In-Service Inspection of Aboveground Atmospheric Fiberglass
Reinforced Plastic Tanks and Vessels, as published by HIR Technical Services.
This standard is available by contacting FTPI at
http://www.fiberglasstankandpipe.com.
(b)
Underground storage
tanks. Underground storage tanks shall comply with ss.
ATCP 93.545 to 93.585.
Note: Sections
ATCP 93.545 to 93.585 address seldom-used and temporarily
out of service tanks; change in service to store a non-regulated substance;
tank system closures; conditions indicating releases; tank system integrity
assessments; tank system site assessments; and responding to leaks, spills,
overfills and releases.
(13) SECURITY AT CHEMICAL STORAGE FACILITIES.
Owners and operators shall be aware of regulations, standards and operating
practices that relate to facility security.
Information on how to develop a comprehensive site
security program is available in the API document Security Guidelines for the
Petroleum Industry, or the American Chemistry Council document, Site Security
Guidelines for the U.S. Chemical
Industry.