Current through Register Vol. 47, No. 17, September 10, 2024
This section applies to stationary, pier-mounted,
skid-mounted, aboveground or underground storage installations utilizing
containers other than those constructed in accordance with Department of
Transportation Specifications. All Rules of Section 2 apply to this section
unless otherwise noted.
7.1.
Design Pressure and Construction of Containers
7.1.1. The minimum design pressure for
non-refrigerated aboveground containers shall be 250 psig. [See.1.2.1.]
NOTE: U-68 and U-69 ASME Code containers with a design
pressure of 200 psig are acceptable if recertified to 250 psig and equipped
with safety relief valves set at 250 psig as permitted in 2.7.2.
7.2.
Container
Valves and Accessories, Filling and Discharge Connections
7.2.1. Each filling connection shall be
provided with combination back-pressure check valve and excess flow valve; one
double or two single back-pressure check valves; or a positive shut-off valve
in conjunction with either an internal back-pressure check valve or an internal
excess flow valve.
7.2.2. All vapor
and liquid connections, except safety relief valves and those specifically
exempt in Rules 2.4.5 and 2.4.6 . shall be equipped with approved excess flow
valves; or in lieu thereof, may be fitted with approved quick-closing internal
valves which, except during operating periods, shall remain closed.
7.2.3. Each storage container shall be
provided with a pressure gauge graduated from 0 to 400 psig. Gauges shall be
designated for use in ammonia service.
7.2.4. All containers shall be equipped with
an approved vapor return valve.
7.2.5. All containers shall be equipped with
a fixed maximum liquid level gauge.
7.3.
Safety Relief Devices
7.3.1. Every container shall be provided with
one or more safety relief valves of spring-loaded or equivalent type and shall
comply with the following:
7.3.1.1. The
discharge from safety relief valves shall be directed away from the container
upward and unobstructed to the open air. Vent pipes shall not be restrictive or
smaller in size than the safety relief valve outlet connection. All safety
relief valve discharges shall have suitable rain caps that will allow free
discharge of the vapor and prevent the entrance of water. Suitable provision
shall be made for draining condensate which may accumulate.
7.3.1.2. If desired, vent pipes from two or
more safety relief devices located on the same unit, or similar lines from two
or more different units, may be run into a common header, provided the
cross-sectional area of such header is at least equal to the sum of the
cross-sectional areas of the individual vent pipes.
7.3.2. The rate of discharge of spring-loaded
safety relief valves installed on underground containers may be reduced to a
minimum of 30 per cent of the rate of discharge specified in Appendix A of this
Rule. Containers so protected shall not be uncovered after installation until
the liquid ammonia has been removed. Containers which may contain liquid
ammonia before being installed underground and before being completely covered
with earth are considered aboveground containers when determining the rate of
discharge requirements of the safety relief valves.
7.3.3. On underground installations where
there is a probability of the manhole or housing becoming flooded, the
discharge from vent lines shall be located above the high water level. All
manholes or housings shall be provided with ventilated louvres or their
equivalent, the area of such openings equaling or exceeding combined discharge
areas of safety relief valves and vent lines which discharge their content into
the manhole housing.
7.4.
Installation of Storage Containers
7.4.1. Containers installed aboveground shall
be provided with substantial reinforced concrete footings and foundations or
structural steel supports mounted on reinforced concrete foundations. In either
case, the reinforced concrete foundations or footings shall extend below the
established frost line and shall be of sufficient width and thickness to
support the total weight of the containers and contents adequately. The
foundation shall maintain the lowest point of the tank at not less than 18
inches above the ground. Floating type foundations shall also be acceptable
providing the foundations are designed to adequately support the tank, contents
and pumping equipment. Crushed rock of adequate depth would be
acceptable.
7.4.2. Horizontal
aboveground containers shall be mounted on foundations in such a manner as to
permit expansion and contraction. Every container shall be supported so as to
prevent the concentration of excessive loads on the supporting portion of the
shell. The bearing afforded by the saddles shall extend over at least one third
of the circumference of the shell. Suitable means for preventing corrosion
shall be provided on that portion of the container in contact with the
foundations or saddles.
7.4.3.
Containers buried underground shall be placed so that the top of the container
is at least one foot below the surface of the ground. Should ground conditions
make compliance with these requirements impracticable, precautions shall be
taken to prevent physical damage to the container. It is not necessary to cover
the portion of the container to which a manhole and other connections are
affixed. When necessary to prevent floating, containers shall be securely
anchored or weighted.
7.4.4.
Underground containers shall be set on firm foundations (firm earth may be
used) and surrounded with soft earth or sand well tamped in place. As a further
means of resisting corrosion, the container, prior to being placed underground,
shall be given a protective coating satisfactory to the Commissioner. Such
protective coating shall be equivalent to hot dip galvanizing, or to two
preliminary coatings of red lead followed by a heavy coating of coal tar or
asphalt. The container thus coated shall be lowered into place in such a manner
as to prevent abrasion or other damage to the coating.
7.4.5. Distance between aboveground and
underground containers of over 1,200 gallons capacity shall be at least five
feet
7.4.6. Secure anchorage or
adequate pier height shall be provided against container flotation wherever
sufficiently high flood water might occur.
7.5.
Reinstallation of
Containers
7.5.1. Containers once
installed underground shall not later be reinstalled aboveground or
underground, unless they successfully withstand hydrostatic pressure retests at
the pressure specified for the original hydrostatic test as required by the
code under which the tank was constructed and show no evidence of serious
corrosion.
7.5.2. Where containers
are reinstalled underground the corrosion resistant coating shall be put in
good condition; see 7.4.4. Where containers are reinstalled aboveground, safety
relief devices or gauging devices shall comply with 2.7 and 7.3 respectively
for aboveground containers.
7.6.
Marking of Containers
7.6.1. Each container or group of containers
shall be marked on at least two sides with the words "Anhydrous Ammonia" in
sharply contrasting colors with letters not less than four inches high and
displayed a National Fire Protection Association diamond for anhydrous ammonia
in a location that is readily visible to emergency responders.
7.7.
Protection of Container
Appurtenances
7.7.1. Valves and other
appurtenances shall be protected against physical damage. Main container
shut-off valves shall be kept closed and locked when the installation is
unattended. If the facility is protected against tampering by fencing or other
suitable means, valve locks are not required.
7.7.2. All connections to underground
containers should be located within a substantial dome, housing or manhole
fitted with a substantial removable cover. Appurtenances shall also be
protected during the transit of containers intended for installation
underground.
7.7.3. Storage
containers need not be grounded.
7.8.
Identification
7.8.1. A sign shall be displayed in a
conspicuous place stating the name, address, and phone number of the nearest
representative, agent, or owner of the storage system.