Ala. Admin. Code r. 335-14-6-.12 - Waste Piles
(1)
Applicability. The requirements of apply to owners and
operators of facilities that treat or store hazardous waste in piles, except as
335-14-6-.01(1)
provides otherwise. Alternately, a pile of hazardous waste may be managed as a
landfill under Rule
335-14-6-.14.
(2)
Protection from
wind. The owner or operator of a pile containing hazardous waste
which could be subject to dispersal by wind must cover or otherwise manage the
pile so that wind dispersal is controlled.
(3)
Waste analysis.
In addition to the waste analyses required by Rule
335-14-6-.02(4),
the owner or operator must analyze a representative sample of waste from each
incoming movement before adding the waste to any existing pile, unless:
(a) The only wastes the facility receives
which are amenable to piling are compatible with each other; or
(b) The waste received is compatible with the
waste in the pile to which it is to be added. The analysis conducted must be
capable of differentiating between the types of hazardous waste the owner or
operator places in piles, so that mixing of incompatible waste does not
inadvertently occur. The analysis must include a visual comparison of color and
texture.
(4)
Containment.
(a) The
owner or operator must visually inspect the waste pile at least weekly for
run-off and leachate and document the inspections in an inspection log as
required by Rule
335-14-6-.02(6)(d).
If leachate or run-off from a pile is a hazardous waste, then either:
1. The pile must be placed on an impermeable
base that is compatible with the waste under the conditions of treatment or
storage;
2. The owner or operator
must design, construct, operate, and maintain a run-on control system capable
of preventing flow onto the active portion of the pile during peak discharge
from at least a 25-year storm;
3.
The owner or operator must design, construct, operate, and maintain a run-off
management system to collect and control at least the water volume resulting
from a 24-hour, 25-year storm; and
4. Collection and holding facilities (e.g.,
tanks or basins) associated with run-on and run-off control systems must be
emptied or otherwise managed expeditiously to maintain design capacity of the
system; or
(b)
1. The pile must be protected from
precipitation and run-on by some other means; and
2. No liquids or wastes containing free
liquids may be placed in the pile.
(5)
Design and operating
requirements.
(a) The owner or
operator of each new waste pile unit on which construction commences after
January 29, 1992, each lateral expansion of a waste pile unit on which
construction commences after July 29, 1992, and each such replacement of an
existing waste pile unit that is to commence reuse after July 29, 1992 must
install two or more liners and a leachate collection and removal system above
and between such liners, and operate the leachate collection and removal
systems, in accordance with
335-14-5-.12(2)(c),
unless exempted under
335-14-5-.12(2)(d), (e), or
(f); and must comply with the procedures of
335-14-6-.12(2)(b).
"Construction commences" is as defined in
335-14-1-.02 under "existing
facility".
(b) Reserved.
(6)
Action leakage
rate.
(a) The owner or operator
of waste pile units subject to
335-14-6-.12(5)
must submit a proposed action leakage rate to the Director when submitting the
notice required under
335-14-6-.12(5).
Within 60 days of receipt of the notification, the Director will: establish an
action leakage rate, either as proposed by the owner or operator or modified
using the criteria in
335-14-6-.12(6);
or extend the review period for up to 30 days. If no action is taken by the
Director before the original 60 or extended 90 day review periods, the action
leakage rate will be approved as proposed by the owner or operator.
(b) The Director shall approve an action
leakage rate for waste pile units subject to
335-14-6-.12(5).
The action leakage rate is the maximum design flow rate that the leak detection
system (LDS) can remove without the fluid head on the bottom liner exceeding
one foot. The action leakage rate must include an adequate safety margin to
allow for uncertainties in the design (e.g., slope, hydraulic conductivity,
thickness of drainage material), construction, operation, and location of the
LDS, waste and leachate characteristics, likelihood and amount of other sources
of liquids in the LDS, and proposed response actions (e.g., the action leakage
rate must consider decreases in the flow capacity of the system over time
resulting from siltation and clogging, rib layover and creep of synthetic
components of the system, overburden pressures, etc.).
(c) To determine if the action leakage rate
has been exceeded, the owner or operator must covert the weekly flow rate from
the monitoring data obtained under
335-14-6-.12(11),
to an average daily flow rate (gallons per acre per day) for each sump. Unless
the Director approves a different calculation, the average daily flow rate for
each sump must be calculated weekly during the active life and closure
period.
(7)
Special requirements for ignitable or reactive wastes.
(a) Ignitable or reactive waste must not be
placed in a pile, unless the waste and pile satisfy all applicable requirements
of Chapter 335-14-9, and:
1. Addition of the
waste to an existing pile:
(i) Results in the
waste or mixture no longer meeting the definition of ignitable or reactive
waste under
335-14-2-.03(2) and
(4); and
(ii) Complies with
335-14-6-.02(8)(b);
or
2. The waste is
managed in such a way that it is protected from any material or conditions
which may cause it to ignite or react.
(8)
Special requirements for
incompatible wastes.
(a)
Incompatible wastes, or incompatible wastes and materials, (see 335-14-6 -
Appendix V for examples) must not be placed in the same pile, unless
335-14-6-.02(8)(b)
is complied with.
(b) A pile of
hazardous waste that is incompatible with any waste or other material stored
nearby in other containers, piles, open tanks, or surface impoundments must be
separated from other materials, or protected from them by means of a dike,
berm, wall, or other device.
(c)
Hazardous waste must not be piled on the same area where incompatible wastes or
materials were previously piled, unless that area has been decontaminated
sufficiently to ensure compliance with
335-14-6-.02(8)(b).
(9)
Closure and
post-closure care.
(a) At
closure, the owner or operator must remove or decontaminate all waste residues,
contaminated containment system components (liners, etc.), contaminated
subsoils, and structures and equipment contaminated with waste and leachate,
and manage them as hazardous waste unless
335-14-2-.01(3)(d)
applies; or
(b) If, after removing
or decontaminating all residues and making all reasonable efforts to effect
removal or decontamination of contaminated components, subsoils, structures and
equipment as required in
335-14-6-.12(9)(a),
the owner or operator finds that not all contaminated subsoils can be
practicably removed or decontaminated, he must close the facility and perform
post-closure care in accordance with the closure and post-closure requirements
that apply to landfills [335-14-6-.14(11)]
.
(10)
Response actions.
(a)
The owner or operator of waste pile units subject to
335-14-6-.12(5)
must develop and keep on-site until closure of the facility a response action
plan. The response action plan must set forth the actions to be taken if the
action leakage rate has been exceeded. At a minimum, the response action plan
must describe the actions specified in
335-14-6-.12(10)(b).
(b) If the flow rate into the leak
determination system exceeds the action leakage rate for any sump, the owner or
operator must:
1. Notify the Director in
writing of the exceedence within seven days of the determination;
2. Submit a preliminary written assessment to
the Director within 14 days of the determination, as to the amount of liquids,
likely sources of liquids, possible location, size, and cause of any leaks, and
short-term actions taken and planned;
3. Determine to the extent practicable the
location, size, and cause of any leak;
4. Determine whether waste receipts should
cease or be curtailed, whether any waste should be removed from the unit for
inspection, repairs, or controls, and whether or not the unit should be
closed;
5. Determine any other
short-term and longer-term actions to be taken to mitigate or stop any leaks;
and
6. Within 30 days after the
notification that the action leakage rate has been exceeded, submit to the
Director the results of the analyses specified in (10) (b)3., 4., and 5., the
results of actions taken, and actions planned. Monthly thereafter, as long as
the flow rate in the leak detection system exceeds the action leakage rate, the
owner or operator must submit to the Director a report summarizing the results
of any remedial actions taken and actions planned.
(c) To make the leak and/or remediation
determinations in
335-14-6-.12(10)(b)3.,
4., and 5., the owner or operator must:
1.
(i) Assess the source of liquids and amounts
of liquids by source,
(ii) Conduct
a fingerprint, hazardous constituent, or other analyses of the liquids in the
leak detection system to identify the source of liquids and possible location
of any leaks, and the hazard and mobility of the liquid; and
(iii) Assess the seriousness of any leaks in
terms of potential for escaping into the environment; or
2. Document why such assessments are not
needed.
(11)
Monitoring and inspection.
(a) An owner or operator required to have a
leak detection system under
335-14-6-.12(5)
must record the amount of liquids removed from each leak detection system sump
at least once each week during the active life and closure period.
(b) Reserved.
Notes
Authors: Stephen C. Maurer, C. Edwin Johnston, Michael B. Champion, Bradley N. Curvin, Theresa A. Maines
Statutory Authority: Code of Ala. 1975, ยงยง 22-30-11, 22-30-16.
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.
No prior version found.