(A)
In order to prevent the release of hazardous waste or hazardous constituents to
the environment, secondary containment that meets the requirements of this rule
must
shall be
provided [except as provided in paragraphs (F) and (G) of this rule]:
(1) For all new and existing tank systems or
components, prior to their being put into
service;
.
(2) For
tank systems that store or treat materials that become hazardous wastes, within
two years after the hazardous waste listing, or when the system has reached
fifteen years of age, whichever comes later.
(B) Secondary containment systems
must
shall be:
(1) Designed, installed, and operated to
prevent any migration of wastes or accumulated liquid out of the system to
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 meet the requirements of paragraph (B) of this rule, secondary containment
systems
must
shall be, at a minimum:
(1) Constructed of or lined with materials
that are compatible with the waste(s)
wastes to be placed in the tank system and
must
shall
have sufficient strength and thickness to prevent failure owing to pressure
gradients (including static head and external hydrological forces), physical
contact with the waste to which it
the secondary containment system is exposed, climatic
conditions, 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, 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
it
the leak
detection system will detect the failure of either the primary or
secondary containment structure or the presence of 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 owner or operator can demonstrate to the director that existing
detection technologies or site conditions will 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
must
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 and the environment, if the owner or operator can
demonstrate to the director that removal of the released waste or accumulated
precipitation cannot be accomplished within twenty-four hours.
[Comment: If the collected material is a hazardous waste under
Chapter 3745-51 of the Administrative Code, it
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 the state or discharged to a publicly owned treatment
works (POTW), it
the
collected material is subject to the requirements of Chapter 6111. of the
Revised Code. If the collected material is released to the environment,
it
the collected
material may be subject to the reporting requirements of 40 CFR Part
302.]
(D)
Secondary containment for tanks
must
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 the requirements of paragraphs (B), (C), and (D) of this rule, secondary
containment systems
must
shall satisfy the following requirements:
(1) External liner systems
must
shall be:
(a) Designed or operated to contain one
hundred per cent of the capacity of the largest tank within
its
the
boundary of the external liner system;
(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 must
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 surround the tank completely and to cover all surrounding earth
likely to come into contact with the waste if the waste is released from the
tank(s)
tanks
(i.e., capable of preventing lateral as well as vertical migration of the
waste)
; and
.
(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
will prevent migration of wastes into the concrete (for concrete liners
only).
(2) Vault system
must
shall be:
(a) Designed or operated to contain one
hundred per cent of the capacity of the largest tank within
its
the
boundary of the vault system;
(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 must
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 will
prevent migration of waste into the concrete;
(e) Provided with a means to protect against
the formation of and ignition of vapors within the vault, if the waste being
stored or treated:
(i) Meets the
definition
description of
"
ignitable waste
" under rule
3745-51-21 of the Administrative
Code; or
(ii) Meets the
definition
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
must
shall be:
(a) Designed as an integral structure (i.e.,
an inner tank completely enveloped within an outer shell) so that any release
from the inner tank is contained by the outer shell;
(b) Protected, if constructed of metal, from
both corrosion of the primary tank interior and of 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 concludes, that the
existing detection technology or site conditions would 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 Tanks" may
be used as guidelines for aspects of the design of underground steel
double-walled tanks.]
(F) Ancillary equipment
must
shall be
provided with secondary containment (e.g., trench, jacketing, double-walled
piping) that meets the requirements of paragraphs (B) and (C) of this rule,
except for:
(1) Aboveground piping (exclusive
of flanges, joints, valves, and other 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 the requirements of this rule if the director finds, as a result
of a demonstration by the owner or operator
, that
alternative design and operating practices, together with location
characteristics, will prevent the migration of any 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 will be posed to human health or the
environment.
New
Per
a demonstration in accordance with paragraph (G)(2) of this rule, new
underground tank systems may not
, per a
demonstration in accordance with paragraph (G)(2) of this rule, be
exempted from the secondary containment requirements of this rule.
(1) In deciding whether to grant a variance
based on a demonstration of equivalent protection of ground water and surface
water, the director will consider:
(a) The
nature and quantity of the wastes;
(b) The proposed alternate design and
operation;
(c) The hydrogeologic
setting of the facility, including the thickness of soils present 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
them to migrate to ground water or surface water.
(2) In deciding whether to grant a variance
based on a demonstration of no substantial present or potential hazard, the
director 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
its
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; and
(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
ground water users;
(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 their
the cumulative
impact on the ground water quality; and
(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; and
(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 the requirements of 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),
must
shall:
(a) Comply
with the requirements of paragraphs (A), (B), (C), (E), and (F) of rule
3745-55-96 of the Administrative
Code; and
(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 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; and
(c) If contaminated soil cannot be removed or
decontaminated in accordance with paragraph (G)(3)(b) of this rule, comply with
the requirements of paragraph (B) of rule
3745-55-97 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 the requirements of 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),
must
shall:
(a) Comply
with the requirements of paragraphs (A), (B), (C), and (D) of rule
3745-55-96 of the Administrative
Code; and
(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
must
shall comply with
the requirements of paragraph (B) of rule
3745-55-97 of the Administrative
Code; and
(c) If repairing,
replacing, or reinstalling the tank system, provide secondary containment in
accordance with the requirements of 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
3745-55-92 of the Administrative
Code if the tank system is replaced. The owner or operator
must
shall
comply with these requirements for new tank systems in rule
3745-55-92 of the Administrative
Code if the tank system is replaced. The owner or operator
must
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
must
shall be
followed in order to request a variance from secondary containment:
(1) The director
must
shall be notified
in writing by the owner or operator that
he
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 secondary
containment must
shall be provided in accordance with paragraph (A) of
this rule.
(b) For new tank
systems, at least thirty days prior to entering into a contract for
installation.
;
(2) As part of the notification, the owner or
operator must 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 must
shall address
each of the factors listed in paragraph (G)(1) or (G)(2) of this
rule;
(3) The demonstration for a
variance must
shall be completed within one hundred eighty days
after notifying the director of an intent to conduct the demonstration;
and
(4) If a variance is granted
under paragraph (H) of this rule, the director will require the permittee to
construct and operate the tank system in the manner that was demonstrated to
meet the requirements for the variance.
(I) All tank systems, until such time as
secondary containment that meets the requirements of this rule is provided,
must
shall
comply with the following:
(1) For
non-enterable underground tanks, a leak test that meets the requirements of
paragraph (B)(5) of rule
3745-55-91 of the Administrative
Code or other tank integrity method, as approved or required by the director,
must
shall be
conducted at least annually.
(2)
For other than non-enterable underground tanks, the owner or operator
must either shall conduct a leak test as in paragraph (I)(1) of
this rule or develop a schedule and procedure for an assessment of the overall
condition of the tank system by a qualified professional engineer. The schedule
and procedures must
shall be adequate to detect obvious cracks, leaks, and
corrosion or erosion that may lead to cracks and leaks. The owner or operator
must
shall
remove the stored waste from the tank, if necessary, to allow the condition of
all internal tank surfaces to be assessed. The frequency of these assessments
must
shall be
based on the material of construction of the tank and
its
the tank's
ancillary equipment, the age of the system, the type of corrosion or erosion
protection used, the rate of corrosion or erosion observed during the previous
inspection, and the characteristics of the waste being stored or
treated.
(3) For ancillary
equipment, a leak test or other integrity assessment as approved by the
director
must
shall be conducted at least annually.
[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, where applicable, as guidelines for assessing the overall
condition of the tank system.]
(4) The owner or operator
must
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.
(5) 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
must
shall comply with the requirements of rule
3745-55-96 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."]