(a) Owners or operators of new tank systems
or components shall obtain and submit to the Director, at time of submittal of
part B information, a written assessment, reviewed and certified by a qualified
Professional Engineer, in accordance with Subsection
R315-270-11(d),
attesting that the tank system has sufficient structural integrity and is
acceptable for the storing and treating of hazardous waste. The assessment
shall show 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 to ensure that it will not
collapse, rupture, or fail. This assessment, which shall be used by the
Director to review and approve or disapprove the acceptability of the tank
system design, shall include, at a minimum, the following information:
(1) Design standard(s) according to which
tank(s) and/or the ancillary equipment are 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 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, e.g., piping;
(G)
Existence of stray electric current;
(H) Existing corrosion-protection measures,
e.g., 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, fiberglass reinforced
plastic, etc.;
(B)
Corrosion-resistant coating, such as epoxy, fiberglass, etc., with cathodic
protection, e.g., impressed current or sacrificial anodes; and
(C) Electrical isolation devices such as
insulating joints, flanges, etc.
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 adversely 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 shall be anchored to
prevent flotation or dislodgment where the tank system is placed in a saturated
zone, or is located within a seismic fault zone subject to the standards of
Subsection
R315-264-18(a);
and
(iii) Tank systems shall
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 tanks systems or
components, shall inspect the system 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/installation.
All discrepancies shall be remedied before the tank system is
covered, enclosed, or placed in use.
(c) New tank systems or components 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
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 into 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 Piping," and ANSI Standard B31.4 "Liquid Petroleum
Transportation Piping 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 recommended by an independent corrosion
expert, based on the information provided under Subsection R315-264-192(a)(3),
or other corrosion protection if the Director believes other corrosion
protection is necessary 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 R315-264-192(b) through (f), that attest that the
tank system was properly designed and installed and that repairs, pursuant to
Subsections R315-264-192(b) and (d), were performed. These written statements
shall also include the certification statement as required in Subsection
R315-270-11(d).