(a) Owners or operators of new tank systems
or components shall ensure that the foundation, structural support, seams,
connections, and pressure controls, if applicable, are adequately designed and
that the tank system has sufficient structural strength, compatibility with the
waste(s) to be stored or treated, and corrosion protection so that it will not
collapse, rupture, or fail. The owner or operator shall obtain a written
assessment reviewed and certified by a qualified Professional Engineer in
accordance with Subsection
R315-270-11(d)
attesting that the system has sufficient structural integrity and is acceptable
for the storing and treating of
hazardous waste. This assessment shall include
the following information:
(1) Design
standard(s) according to which the tank(s) and ancillary equipment is or will
be constructed.
(2) Hazardous
characteristics of the waste(s) to be handled.
(3) For new tank systems or components in
which the external shell of a metal tank or any external metal component of the
tank system is or will be in contact with the soil or with water, a
determination by a corrosion expert of:
(i)
Factors affecting the potential for corrosion, including but not limited to:
(A) Soil moisture content;
(B) Soil pH;
(C) Soil sulfides level;
(D) Soil resistivity;
(E) Structure to soil potential;
(F) Influence of nearby underground metal
structures, for example, piping;
(G) Stray electric current; and,
(H) Existing corrosion-protection measures,
for example, coating, cathodic protection, and
(ii) The type and degree of external
corrosion protection that are needed to ensure the integrity of the tank system
during the use of the tank system or component, consisting of one or more of
the following:
(A) Corrosion-resistant
materials of construction such as special alloys or fiberglass-reinforced
plastic;
(B) Corrosion-resistant
coating, such as epoxy or fiberglass, with cathodic protection, for example,
impressed current or sacrificial anodes; and
(C) Electrical isolation devices such as
insulating joints and flanges.
Note: The practices described in the National Association of
Corrosion Engineers (NACE) standard, "Recommended Practice (RP-02-85)---Control
of External Corrosion on Metallic Buried, Partially Buried, or Submerged Liquid
Storage Systems," and the American Petroleum Institute (API) Publication 1632,
"Cathodic Protection of Underground Petroleum Storage Tanks and Piping
Systems," may be used, where applicable, as guidelines in providing corrosion
protection for tank systems.
(4) For underground tank system components
that are likely to be affected by vehicular traffic, a determination of design
or operational measures that will protect the tank system against potential
damage; and
(5) Design
considerations to ensure that:
(i) Tank
foundations will maintain the load of a full tank;
(ii) Tank systems will be anchored to prevent
flotation or dislodgement where the tank system is placed in a saturated zone,
or is located within a seismic fault zone; and
(iii) Tank systems will withstand the effects
of frost heave.
(b) The owner or operator of a new tank
system shall ensure that proper handling procedures are adhered to in order to
prevent damage to the system during installation. Prior to covering, enclosing,
or placing a new tank system or component in use, an independent, qualified
installation inspector or a qualified Professional Engineer, either of whom is
trained and experienced in the proper installation of tank systems, shall
inspect the system or component for the presence of any of the following items:
(1) Weld breaks;
(2) Punctures;
(3) Scrapes of protective coatings;
(4) Cracks;
(5) Corrosion;
(6) Other structural damage or inadequate
construction or installation.
All discrepancies shall be remedied before the tank system is
covered, enclosed, or placed in use.
(c) New tank systems or components and piping
that are placed underground and that are backfilled shall be provided with a
backfill material that is a noncorrosive, porous, homogeneous substance and
that is carefully installed so that the backfill is placed completely around
the tank and compacted to ensure that the tank and piping are fully and
uniformly supported.
(d) All new
tanks and ancillary equipment shall be tested for tightness prior to being
covered, enclosed or placed in use. If a tank system is found not to be tight,
all repairs necessary to remedy the leak(s) in the system shall be performed
prior to the tank system being covered, enclosed, or placed in use.
(e) Ancillary equipment shall be supported
and protected against physical damage and excessive stress due to settlement,
vibration, expansion or contraction.
Note: The piping system installation procedures described in
American Petroleum Institute (API) Publication 1615 (November 1979),
"Installation of Underground Petroleum Storage Systems," or ANSI Standard
B31.3, "Petroleum Refinery System," may be used, where applicable, as
guidelines for proper installation of piping systems.
(f) The owner or operator shall provide the
type and degree of corrosion protection necessary, based on the information
provided under Subsection R315-265-192(a)(3), to ensure the integrity of the
tank system during use of the tank system. The installation of a corrosion
protection system that is field fabricated shall be supervised by an
independent corrosion expert to ensure proper installation.
(g) The owner or operator shall obtain and
keep on file at the
facility written statements by those persons required to
certify the design of the tank system and supervise the installation of the
tank system in accordance with the requirements of Subsections R315-265-192(b)
through (f) to attest that the tank system was properly designed and installed
and that repairs, pursuant to Subsections R315-265-192(b) and (d) were
performed. These written statements shall also include the certification
statement as required in Subsection
R315-270-11(d).