(A)
In order to prevent the release of hazardous waste or hazardous constituents to
the environment, secondary containment that complies with this rule shall be
provided [except as provided in paragraphs (F) and (G) of this rule]
for the following:
(1) For all new and existing tank systems or
components, prior to being put into service; and
(2)
For tank systems that store or treat materials that become hazardous wastes,
within two years after the hazardous waste listing, or when the tank system has
reached fifteen years of age, whichever comes later.
(B) Secondary containment systems shall be:
(1) Designed, installed, and operated to
prevent any migration of wastes or accumulated liquid out of the system to the
soil, ground water, or surface water at any time during the use of the tank
system; and
(2) Capable of
detecting and collecting releases and accumulated liquids until the collected
material is removed.
(C)
To comply with paragraph (B) of this rule, secondary containment systems shall
be, at a minimum:
(1) Constructed of or lined
with materials that are compatible with the wastes to be placed in the tank
system, and shall have sufficient strength and thickness to prevent failure due
to pressure gradients (including static head and external hydrological forces),
physical contact with the waste to which the containment systems are exposed,
climatic conditions, the stress of installation, and the stress of daily
operation (including stresses from nearby vehicular traffic);
(2) Placed on a foundation or base capable of
providing support to the secondary containment system and resistance to
pressure gradients above and below the system and capable of preventing failure
due to settlement, compression, or uplift;
(3) Provided with a leak detection system
that is designed and operated so that the leak detection system shall detect
the failure of either the primary and secondary containment structure or any
release of hazardous waste or accumulated liquid in the secondary containment
system within twenty-four hours, or at the earliest practicable time if the
existing detection technology or site conditions does not allow detection of a
release within twenty-four hours; and
(4) Sloped or otherwise designed or operated
to drain and remove liquids resulting from leaks, spills, or precipitation.
Spilled or leaked waste and accumulated precipitation shall be removed from the
secondary containment system within twenty-four hours, or in as timely a manner
as is possible to prevent harm to human health or the environment, if removal
of the released waste or accumulated precipitation cannot be accomplished
within twenty-four hours.
[Comment: If the collected material is hazardous under Chapter
3745-51 of the Administrative Code, the collected material is subject to
management as a hazardous waste in accordance with all applicable requirements
of Chapters 3745-52, 3745-53, 3745-54 to 3745-57 and
3745-205, and 3745-65 to 3745-69, 3745-205, and 3745-256 of the Administrative
Code. If the collected material is discharged through a point source to waters
of Ohio, the collected material is subject to Sections 301, 304, and 402 of the
Clean Water Act. If discharged to publicly owned treatment works (POTW), the
collected material is subject to Section 307 of the Clean Water Act. If the
collected material is released to the environment, the collected material may
be subject to the reporting requirements of 40 CFR Part 302.]
(D) Secondary containment for tanks
shall include one or more of the following devices:
(1) A liner (external to the tank);
(2) A vault;
(3) A double-walled tank; or
(4) An equivalent device as approved by the
director.
(E) In addition
to paragraphs (B), (C), and (D) of this rule, secondary containment systems
shall satisfy the following requirements:
(1)
External liner systems shall be:
(a) Designed
or operated to contain one hundred per cent of the capacity of the largest tank
within the external liner system's boundary;
(b) Designed or operated to prevent run-on or
infiltration of precipitation into the secondary containment system unless the
collection system has sufficient excess capacity to contain run-on or
infiltration. Such additional capacity shall be sufficient to contain
precipitation from a twenty-five-year, twenty-four-hour rainfall
event;
(c) Free of cracks or gaps;
and
(d) Designed and installed to completely
surround the tank and to cover all surrounding earth likely to come into
contact with the waste if released from the tanks (i.e., capable of preventing
lateral as well as vertical migration of the waste)
;
.
(e) Constructed with
chemical-resistant water stops in place at all joints, if any (for concrete
liners only); and
(f) Provided with an impermeable
interior coating or lining that is compatible with the stored waste and that
prevents migration of waste into the concrete (for concrete liners
only).
(2) Vault systems shall be:
(a) Designed or operated to contain one
hundred per cent of the capacity of the largest tank within the vault system's
boundary;
(b) Designed or operated
to prevent run-on or infiltration of precipitation into the secondary
containment system unless the collection system has sufficient excess capacity
to contain run-on or infiltration. Such additional capacity shall be sufficient
to contain precipitation from a twenty-five-year, twenty-four-hour rainfall
event;
(c) Constructed with
chemical-resistant water stops in place at all joints (if any);
(d) Provided with an impermeable interior
coating or lining that is compatible with the stored waste and that prevents
migration of waste into the concrete;
(e) Provided with means to protect against
the formation of and ignition of vapors within the vault, if the waste being
stored or treated
, is either of the
following:
(i) Meets the description
of ignitable waste under rule
3745-51-21 of the Administrative
Code; or
(ii) Meets the description
of reactive waste under rule
3745-51-23 of the Administrative
Code and may form an ignitable or explosive vapor; and
(f) Provided with an exterior moisture
barrier or be otherwise designed or operated to prevent migration of moisture
into the vault if the vault is subject to hydraulic pressure.
(3) Double-walled tanks shall be:
(a) Designed as an integral structure (i.e.,
an inner tank within an outer shell) so that any release from the inner tank is
contained by the outer shell;
(b)
If constructed of metal, protected from both corrosion of the primary tank
interior and the external surface of the outer shell; and
(c) Provided with a built-in, continuous leak
detection system capable of detecting a release within twenty-four hours or at
the earliest practicable time, if the owner or operator can demonstrate to the
director, and the director concurs, that the existing leak detection technology
or site conditions do not allow detection of a release within twenty-four
hours.
[Comment: The provisions outlined in the "Steel Tank
Institute's (STI) Standard for Dual Wall Underground Steel Storage Tank" may be
used as guidelines for aspects of design of underground steel double-walled
tanks.]
(F) Ancillary equipment shall be provided
with full secondary containment (e.g., trench, jacketing double-walled piping)
that complies with paragraphs (B) and (C) of this rule, except for
all of the following:
(1) Aboveground piping (exclusive of flanges,
joints, valves, and connections) that are visually inspected for leaks on a
daily basis;
(2) Welded flanges,
welded joints, and welded connections that are visually inspected for leaks on
a daily basis;
(3) Sealless or
magnetic coupling pumps and sealless valves that are visually inspected for
leaks on a daily basis; and
(4)
Pressurized aboveground piping systems with automatic shut-off devices (e.g.,
excess flow check valves, flow metering shutdown devices, loss of
pressure-actuated shut-off devices) that are visually inspected for leaks on a
daily basis.
(G) The
owner or operator may obtain a variance from this rule if the director finds,
as a result of a demonstration by the owner or operator, either that
alternative design and operating practices, together with location
characteristics, prevent the migration of hazardous waste or hazardous
constituents into the ground water or surface water at least as effectively as
secondary containment during the active life of the tank system; or that in the
event of a release that does migrate to ground water or surface water, no
substantial present or potential hazard is posed to human health or the
environment. New underground tank systems, per a demonstration in accordance
with paragraph (G)(2) of this rule, may not be exempted from the secondary
containment requirements of this rule. Application for a variance as allowed in
this paragraph does not waive the requirement to comply with rules
3745-66-90 to
3745-66-102 of the
Administrative Code for new tank systems.
(1)
In deciding whether to grant a variance based on a demonstration of equivalent
protection of ground water and surface water, the director
shall
will
consider:
(a) The nature and quantity of the
waste;
(b) The proposed alternate
design and operation;
(c) The
hydrogeologic setting of the facility, including the thickness of soils between
the tank system and ground water; and
(d) All other factors that would influence
the quality and mobility of the hazardous constituents and the potential for
the hazardous constituents to migrate to ground water or surface
water.
(2) In deciding
whether to grant a variance, based on a demonstration of no substantial or
present or potential hazard, the director
shall
will consider:
(a) The potential adverse effects on ground
water, surface water, and land quality taking into account:
(i) The physical and chemical characteristics
of the waste in the tank system, including the waste's potential for
migration;
(ii) The hydrogeological
characteristics of the facility and surrounding land;
(iii) The potential for health risks caused
by human exposure to waste constituents;
(iv) The potential for damage to wildlife,
crops, vegetation, and physical structures caused by exposure to waste
constituents; and
(v) The
persistence and permanence of the potential adverse effects.
(b) The potential adverse effects
of a release on ground water quality, taking into account:
(i) The quantity and quality of ground water
and the direction of ground water flow;
(ii) The proximity and withdrawal rates of
water in the area;
(iii) The
current and future uses of ground water in the area; and
(iv) The existing quality of ground water,
including other sources of contamination and the cumulative impact of
contamination on the ground water quality.
(c) The potential adverse effects of a
release on surface water quality, taking into account:
(i) The quantity and quality of ground water
and the direction of ground water flow;
(ii) The patterns of rainfall in the
region;
(iii) The proximity of the
tank system to surface waters;
(iv)
The current and future uses of surface waters in the area and any water quality
standards established for those surface waters; and
(v) The existing quality of surface water,
including other sources of contamination and the cumulative impact on surface
water quality.
(d) The
potential adverse effects of a release on the land surrounding the tank system,
taking into account:
(i) The patterns of
rainfall in the region; and
(ii)
The current and future uses of the surrounding land.
(3) The owner or operator of a
tank system, for which a variance from secondary containment had been granted
in accordance with paragraph (G)(1) of this rule, at which a release of
hazardous waste has occurred from the primary tank system but has not migrated
beyond the zone of engineering control (as established in the variance), shall:
(a) Comply with paragraphs (A), (B), (C),
(E), and (F) of rule
3745-66-96 of the Administrative
Code;
(b) Decontaminate or remove
contaminated soil to the extent necessary to:
(i) Enable the tank system, for which the
variance was granted, to resume operation with the capability for the detection
of and response to releases at least equivalent to the capability
it
the tank
system had prior to the release; and
(ii) Prevent the migration of hazardous waste
or hazardous constituents to ground water or surface water.
(c) If contaminated soil cannot be
removed or decontaminated in accordance with paragraph (G)(3)(b) of this rule,
comply with paragraph (B) of rule
3745-66-97 of the Administrative
Code.
(4) The owner or
operator of a tank system, for which a variance from secondary containment had
been granted in accordance with paragraph (G)(1) of this rule, at which a
release of hazardous waste has occurred from the primary tank system and has
migrated beyond the zone of engineering control (as established in the
variance), shall:
(a) Comply with paragraphs
(A), (B), (C), and (D) of rule
3745-66-96 of the Administrative
Code;
(b) Prevent the migration of
hazardous waste or hazardous constituents to ground water or surface water, if
possible, and decontaminate or remove contaminated soil. If contaminated soil
cannot be decontaminated or removed, or if ground water has been contaminated,
the owner or operator shall comply with paragraph (B) of rule
3745-66-97 of the Administrative
Code;
and
(c) If repairing, replacing, or reinstalling
the tank system, provide secondary containment in accordance with paragraphs
(A) to (F) of this rule or reapply for a variance from secondary containment
and meet the requirements for new tank systems in rule
3745-66-92 of the Administrative
Code if the tank system is replaced. The owner or operator shall comply with
these requirements even if contaminated soil can be decontaminated or removed,
and ground water or surface water has not been contaminated.
(H) The following
procedures shall be followed in order to request a variance from secondary
containment:
(1) The director shall be
notified in writing by the owner or operator that the owner or operator intends
to conduct and submit a demonstration for a variance from secondary containment
as allowed in paragraph (G) of this rule according to the following schedule:
(a) For existing tank systems, at least
twenty-four months prior to the date that the secondary containment shall be provided in
accordance with paragraph (A) of this rule; and
(b) For new tank systems, at least thirty
days prior to entering into a contract for installation of the tank
system.
(2) As part of
the notification, the owner or operator also shall submit to the director a
description of the steps necessary to conduct the demonstration and a timetable
for completing each of the steps. The demonstration shall address each of the
factors listed in paragraph (G)(1) or (G)(2) of this rule.
(3) The demonstration for a variance shall be
completed and submitted to the director within one hundred eighty days after
notifying the director of intent to conduct the demonstration.
(4) The director shall
will inform the
public, through a newspaper notice, of the availability of the demonstration
for a variance. The notice shall be placed in a daily or weekly major local
newspaper of general circulation and shall provide at least thirty days after
the date of the notice for the public to review and comment on the
demonstration for a variance. The director shall
also
also will hold a public hearing in
response to a request or at the director's discretion, whenever such a hearing
might clarify one or more issues concerning the demonstration for a variance.
Public notice of the hearing shall
will be given at least thirty days prior to the date
of the hearing and may be given at the same time as notice of the opportunity
for the public to review and comment on the demonstration. These two notices
may be combined.
(5) The director
shall
will
approve or disapprove the request for a variance within ninety days after
receipt of the demonstration from the owner or operator and
shall
will
notify in writing the owner or operator and each person who submitted written
comments or requested notice of the variance decision. If the demonstration for
a variance is incomplete or does not include sufficient information, the
ninety-day time period shall
will begin when the director receives a complete
demonstration, including all information necessary to make a final
determination. If the public comment period in paragraph (H)(4) of this rule is
extended, the ninety-day time period shall
will be
similarly extended.
(I)
All tank systems, until such time as secondary containment that complies with
this rule is provided, shall comply with the following:
(1) For non-enterable underground tanks, a
leak test that complies with paragraph (B)(5) of rule
3745-66-91 of the Administrative
Code shall be conducted at least annually.
(2) For other than non-enterable underground
tanks, and for all ancillary equipment, the owner or operator shall either
conduct a leak test, as described in paragraph (I)(1) of this rule or an
internal inspection or other tank integrity examination by a qualified
professional engineer that addresses cracks, leaks, and corrosion, or erosion
at least annually. The owner or operator shall remove the stored waste from the
tank, if necessary, to allow the condition of all internal tank surfaces to be
assessed.
[Comment: The practices described in the "American Petroleum
Institute (API)" publication, "Guide for Inspection of Refinery Equipment,"
chapter XIII, "Atmospheric and Low-Pressure Storage Tanks," fourth edition,
1981, may be used, when applicable, as guidelines for assessing the overall
condition of the tank system.]
(3) The owner or operator shall maintain on
file at the facility a record of the results of the assessments conducted in
accordance with paragraphs (I)(1) to (I)(3) of this rule.
(4) If a tank system or component is found to
be leaking or unfit for use as a result of the leak test or assessment in
paragraphs (I)(1) to (I)(3) of this rule, the owner or operator shall comply
with rule
3745-66-96 of the Administrative
Code.
[Comment: For dates of non-regulatory government publications,
publications of recognized organizations and associations, federal rules, and
federal statutory provisions referenced in this rule, see rule
3745-50-11 of the Administrative
Code titled "Incorporated by reference."]
Notes
Ohio Admin. Code
3745-66-93
Effective:
3/7/2025
Five Year Review (FYR) Dates:
11/12/2024 and
11/11/2029
Promulgated
Under: 119.03
Statutory
Authority: 3734.12
Rule
Amplifies: 3734.12
Prior
Effective Dates: 04/15/1981, 01/07/1983, 05/29/1985 (Emer.), 08/29/1985,
12/08/1988, 12/30/1989, 06/29/1990, 02/11/1992, 12/07/2000, 12/07/2004,
09/05/2010, 10/31/2015, 10/05/2020,
06/12/2023