EXPEDITED ADOPTION
Title of Rule: Chapter 173-306 WAC, Special incinerator ash management standards.
Purpose: The purpose of this rule is to protect human health, the environment, and employees during the management and disposal of special incinerator ash, and to enhance and encourage the higher waste management priorities as spelled out in chapter 70.138 RCW.
Statutory Authority for Adoption: Chapter 70.138 RCW.
Statute Being Implemented: Chapter 70.138 RCW.
Summary: This amendment is being proposed to correct errors in grammar and punctuation, and to clarify the language of the rule without changing its effect.
Reasons Supporting Proposal: To comply with executive order on regulatory improvement, this amendment is being proposed to correct errors in grammar and punctuation, and to clarify the language of the rule without changing its effect.
Name of Agency Personnel Responsible for Drafting: Kathy Carpenter, Headquarters, Olympia, (360) 407-6216; Implementation and Enforcement: Cullen Stephenson, SWFA Program, Olympia, (360) 407-6103.
Name of Proponent: Department of Ecology, governmental.
Rule is not necessitated by federal law, federal or state court decision.
Explanation of Rule, its Purpose, and Anticipated Effects: The purpose of this rule is to protect human health, the environment, and employees during the management and disposal of special incinerator ash, and to enhance and encourage the higher waste management priorities as spelled out in chapter 70.138 RCW.
This amendment will correct errors in grammar and punctuation, and clarify the language of the rule without changing its effect.
Proposal does not change existing rules.
THIS RULE IS BEING PROPOSED TO BE ADOPTED USING AN EXPEDITED RULE-MAKING PROCESS THAT WILL ELIMINATE THE NEED FOR THE AGENCY TO HOLD PUBLIC HEARINGS, PREPARE A SMALL BUSINESS ECONOMIC IMPACT STATEMENT, OR PROVIDE RESPONSES TO THE CRITERIA FOR A SIGNIFICANT LEGISLATIVE RULE. IF YOU OBJECT TO THIS RULE BEING ADOPTED USING THE EXPEDITED RULE-MAKING PROCESS, YOU MUST EXPRESS YOUR OBJECTIONS IN WRITING AND THEY MUST BE SENT TO Jerry Thielen, Rules Coordinator, Department of Ecology, P.O. Box 47600, Olympia, WA 98504-7600 , AND RECEIVED BY August 22, 2000.
June 11, 2000
Daniel J. Silver
Deputy Director
OTS-3611.4
AMENDATORY SECTION(Amending WSR 90-10-047, filed 4/30/90,
effective 5/31/90)
WAC 173-306-010
Authority and purpose.
This chapter is
((promulgated)) adopted under the authority of chapter 70.138 RCW, Incinerator ash residue, to protect human health, the
environment, and employees during the management and disposal of
special incinerator ash. It is also the purpose of this chapter
to enhance and encourage the higher waste management priorities
as spelled out in chapter 70.138 RCW. This chapter is intended
to establish consistent, enforceable management requirements for
special incinerator ash that otherwise would be regulated as
hazardous waste under chapter 70.105 RCW, the Hazardous Waste
Management Act. This chapter is not intended to address ash
residues that are classed as hazardous waste under federal
((regulations)) rules, 40 CFR Part 261, unless the Environmental
Protection Agency decides ((such)) those wastes are not subject
to Subtitle C of the Resource Conservation and Recovery Act.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-010, filed 4/30/90, effective 5/31/90.]
This chapter applies to
municipal solid wastes intended for incineration or energy
recovery and special incinerator ash as those terms are defined
in WAC 173-306-100. (Incinerator ash whose designation status is
unknown ((shall)) must be considered special incinerator ash
until data developed under WAC 173-306-500(4) is submitted to the
department.) This chapter shall not apply to the following
wastes:
(1) Solid waste as defined in WAC 173-306-100 that is not regulated as hazardous waste under chapter 70.105 RCW and that is not intended for incineration or energy recovery;
(2) Hazardous wastes regulated under the Federal Resource Conservation and Recovery Act, 42 U.S.C. sec. 6901 et seq.;
(3) Incinerator ash from the operation of incineration or energy recovery facilities burning only tires, woodwaste, infectious waste, sewage sludge, or any other single type of refuse other than municipal solid waste; and
(4) Incinerator ash from the operation of incineration or energy recovery facilities burning municipal solid waste at a rate of twelve tons of municipal solid waste per day or less.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-050, filed 4/30/90, effective 5/31/90.]
Unless the context clearly requires otherwise, the definitions in this section apply throughout this chapter.
(1) "Active area" means that portion of a facility where ash
disposal operations are being, are proposed to be, or have been
conducted. Buffer zones ((shall not be)) are not considered part
of the active area of a facility.
(2) "Aquifer" means a geologic formation, group of formations, or part of a formation capable of yielding a significant amount of ground water to wells or springs.
(3) "Ash" means special incinerator ash.
(4) "Ash cell" or "cell" means an active disposal phase of
the site which ((shall)) must be divided into a series of phases
to minimize the active ash disposal area.
(5) "Beneficial use" means the water uses as defined by the water resources management program established by the Water Resources Act of 1971 and chapter 173-500 WAC.
(6) "Bottom ash" means ash residues remaining on the incineration or energy recovery facility grates or in the combustion chambers after combustion. Bottom ash may or may not be a special incinerator ash.
(7) "Buffer zone" means that part of a facility ((that))
which lies between the active area and the property boundary.
(8) "Closure" means those actions taken by the owner or
operator of an ash facility to cease disposal operations. A
closure notice will be provided to the department with the exact
date to ensure that all ((such)) facilities are closed in
conformance with applicable ((regulations)) rules at the time of
((such)) closure((s)) and to prepare the site for the
post-closure period ((and)) using best engineering practices.
(9) "Construction quality assurance plan" means a plan describing the methods by which the professional engineer in responsible charge of inspection of the project will determine that the facilities were constructed without significant change from the department approved plans and specifications.
(10) "Contaminate" means to discharge a substance into ground water that would cause:
(a) The concentration of that substance in the ground water to exceed the maximum contamination level specified in WAC 173-306-9901;
(b) A statistically significant increase in the concentration of that substance in the ground water where the existing concentration of that substance exceeds the maximum contaminant level specified in WAC 173-306-9901; or
(c) A statistically significant increase above background in the concentration of a substance which:
(i) Is not specified in WAC 173-306-9901; and
(ii) Is present in the ash; and
(iii) Has been determined to present a substantial risk to human health or the environment in the concentration found at the point of compliance by the department in consultation with the department of health.
(11) "Critical habitat" means habitat defined as critical by the Endangered Species Act of 1973 (P.L. 93-205).
(12) "Department" means the department of ecology.
(13) "Department's approval" means an approval letter by the director after the review of all engineering reports, plans and specifications, and any other engineering documents by a registered engineer.
(14) "Director" means the director of the department of ecology or the director's designee.
(15) "Displacement" means the relative movement of any two sides of a fault measured in any direction.
(16) "Dispose" or "disposal" means the treatment, utilization, processing, or final deposit of special incinerator ash.
(17) "Disposal facility" means all structures, other appurtenances, improvements and land used for recycling, storing, treating, or disposing of special incinerator ash.
(18) "Domestic water" means any water used for human consumption, other domestic activities, livestock watering or for any use for which a water right has been granted.
(19) "Energy recovery" means the recovery of energy in a usable form from mass burning, fluidized bed or refuse - derived fuel incineration, pyrolysis, or any other means of using the heat of combustion of solid waste that involves high temperature (above twelve hundred degrees Fahrenheit) processing.
(20) "Existing disposal facility" means a disposal facility
((which)) that is owned or leased and in operation, or for which
construction has begun, on or before the effective date of this
chapter and the owner or operator has obtained permits or
approvals necessary under federal, state and local statutes,
((regulations)) rules, and ordinances.
(21) "Existing residential development" means any existing development of residential dwelling units with a density of at least one unit per acre and a total of more than ten dwellings at time of permit application.
(22) "Expanded disposal facility" means a disposal facility
adjacent to an existing facility for which the land is purchased
and approved by the department after the effective date of this
chapter. The department shall consider a vertical expansion
approved and permitted after the effective date of this chapter
((shall)) to be ((considered)) an expanded disposal facility.
(23) "Fault" means a fracture along which rocks or soils on one side have been displaced with respect to those on the other side.
(24) "Facility" means disposal facility.
(25) "Flyash" or "flyash/scrubber residue" means ash swept from the incineration or energy recovery facility combustion chamber and collected from the boilers, economizers, and air pollution control devices such as scrubbers, baghouses, and electro-static precipitators. Flyash or flyash/scrubber residues may or may not be special incinerator ash.
(26) "Generate" means any act or process ((which)) that
produces special incinerator ash or which first causes special
incinerator ash to become subject to regulation.
(27) "Generator" means any incineration facility owner/operator who generates a special incinerator ash. An existing generator is any generator whose facility is in operation on the effective date of this chapter.
(28) "Holocene" means the most recent ((epoch of the
Quaternary)) measure of geologic time period extending from the
end of the Pleistocene period to the present.
(29) "Incineration" means reducing the volume of solid
wastes by use of an enclosed device ((using)) that uses
controlled flame combustion.
(30) "Independent third party" means, for the purpose of liner construction, a person, approved by the department, with demonstrated experience in successful liner installation or inspection, who is financially and organizationally independent of:
(a) The generator or facility owner/operator((,));
(b) The raw material producer (such as the resin
manufacturer or the bentonite producer)((,));
(c) The liner manufacturer((,));
(d) The liner installer((,)); or
(e) Any other person who might have a financial or organizational connection to the facility.
(31) "Land treatment" means the practice of applying ash waste onto or incorporating into the soil surface. If the waste will remain after the facility is closed, this practice is disposal.
(32) "Management" means the handling, storage, collection, transportation, and disposal of special incinerator ash.
(33) "Monofill" means a disposal facility or part of a
facility, ((which)) that is not a land treatment facility, at
which only special incinerator ash is finally deposited in or on.
(34) "New disposal facility" means a facility ((which)) that
begins operation or construction after the effective date of this
chapter.
(35) "One hundred year flood" means a flood that has a one percent chance of being equalled or exceeded in any given year.
(36) "Perennial surface water bodies" are normally
continuous bodies of water with natural flows throughout the year
((including)) and includes lakes, rivers, ponds, irrigation
canals, streams, reservoirs, inland waters, salt waters, and all
other waters of the state (not to include man-made lagoons or
impoundments for waste treatment or storage) within the
jurisdiction of the state of Washington as defined by chapter 90.48 RCW, the Water Pollution Control Act.
(37) "Permeability" means the ability with which a porous material allows liquid or gaseous fluids to flow through it.
(38) "Permit" means a special incinerator ash disposal permit.
(39) "Person" means any person, firm, association, county, public, municipal, or private corporation, agency, or other entity whatsoever.
(40) "Pile" means any noncontainerized accumulation of ash that is used for treatment or utilization.
(41) "Plans and specifications" means the detailed drawings and specifications used in the construction or modification of ash disposal facilities.
(42) "Point of compliance" means that part of ground water
((that)) which lies beneath the perimeter of a disposal
facility's active area as that active area would exist at the
closure of the facility.
(43) "Post-closure" means the requirements placed upon disposal facilities after closure to ensure their environmental safety for a thirty-year period or until the site becomes stabilized (i.e., cap integrity maintained, little or no settlement or leachate generation).
(44) "Processing" means an operation to convert ash into a useful product or to prepare it for disposal.
(45) "Reclamation" means to process an ash waste in order to recover usable products.
(46) "Utilization" means consuming, expending, exhausting or using an ash waste.
(47) "Sole source aquifer" means an aquifer designated by
the Environmental Protection Agency ((pursuant to)) under section
1424e of the Safe Drinking Water Act (P.L. 93-523).
(48) "Solid waste" means all putrescible and nonputrescible
solid and semisolid wastes, including but not limited to garbage,
rubbish, ashes, industrial wastes, swill, demolition and
construction wastes, abandoned vehicles or parts thereof, and
recyclable commodities. This includes all liquid, solid, and
semisolid materials ((which)) that are not the primary products
of public, private, industrial, commercial, mining, and
agricultural operations. Solid waste includes, but is not
limited to, sludge from wastewater treatment plants, septage from
septic tanks, woodwaste, dangerous waste, and problem wastes.
(49) "Special incinerator ash" means ash residues
((resulting)) that result from the operation of incineration or
energy recovery facilities managing municipal solid waste from
residential, commercial, and industrial establishments, if the
ash residues (a) would otherwise be regulated as hazardous wastes
under chapter 70.105 RCW; and (b) are not regulated as a
hazardous waste under the Federal Resource Conservation and
Recovery Act, 42 U.S.C. Sec 6901 et seq.
(50) "Spill" means any accidental discharges or overflow of fluids or processed water from contained areas or holding tanks to floor drains or a municipal sewer system.
(51) "Stabilization" or "solidification" means a technique that limits the solubility and mobility of waste constituents. Solidification immobilizes a waste through physical means and stabilization immobilizes a waste by bonding or chemically reacting with the stabilizing material.
(52) "Storage" means the temporary holding (no longer than forty-five days from date of production) of a limited amount (not to exceed thirty days worth of daily production) of special incinerator ash.
(53) "Subsidence" means a sinking of the land surface due to the removal of solid mineral matter or fluids from the subsurface.
(54) "Surface impoundment" means a facility or part of a
facility ((which)) that is a natural topographic depression,
man-made excavation, or diked area formed primarily of earthen
materials (although it may be lined with man-made materials)
designed to hold an accumulation of liquids or sludges. The term
includes holding, storage, settling and aeration pits, ponds or
lagoons, but does not include injection wells.
(55) "Treatment" means those engineered physical or chemical processes to make special incinerator ash safer for transport, amenable for energy or material resource recovery, amenable for storage or disposal, or reduced in volume.
(56) "Unstable slopes" means any area where the mass movement of earthen materials i.e., landslides, rockfalls, mudslides, slumps, earth flows, or debris flow is likely to occur.
(57) "Vadose zone" means that portion of a geologic formation in which soil pores contain some water, the pressure of that water is less than atmospheric pressure, and the formation occurs above the zone of saturation.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-100, filed 4/30/90, effective 5/31/90.]
No person
((shall)) may manage any special incinerator ash in a surface
impoundment, land treatment facility as defined in WAC 173-306-100, or codispose with municipal solid waste.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-150, filed 4/30/90, effective 5/31/90.]
(1)
Applicability. These standards apply to special incinerator ash
generators((, incinerating)) that incinerate more than twelve
tons of municipal solid waste per day. Existing generators shall
meet the requirements of this section within six months after the
effective date of this chapter.
(2) Management plans procedures.
(a) ((Prior to)) Before generating or managing any special
incinerator ash, any generator subject to this section shall
submit a generator management plan to the department for review
and approval. The department may publish guidelines on the form
and content of management plans consistent with this chapter. Within thirty days of receipt, the department shall determine
((if)) whether the plan is factually complete and so notify the
generator.
(b) Upon receipt of a complete generator management plan, the department shall give notice of its receipt of a proposed management plan to the public and to interested persons for public comment for thirty days after the date of publication.
(c) The department shall also perform the following additional public notification requirements:
(i) ((Mailing)) Mail the notice to persons who have
expressed an interest in being notified;
(ii) ((Mailing)) Mail the notice to other state agencies and
local governments with a regulatory interest in the proposal;
(iii) The public notice shall include a statement that any person may express their views in writing to the department within thirty days of the last date of publication;
(iv) Any person submitting written comment or any other
person ((may,)) upon request, may obtain a copy of the
department's final decision;
(v) The department shall add the name of any person, upon request, to a mailing list to receive copies of notices for all applications within the state or within a geographical area.
(d) The department shall review each generator management plan to determine whether the generator management plan complies with this chapter and chapter 70.138 RCW, including whether the necessary ash disposal permit has been or is likely to be issued.
(e) Within sixty days of receipt of a complete generator
management plan, the department ((shall)) may approve, approve
with conditions, or reject the submitted generator management
plan. Approval may be conditioned upon additional requirements
necessary to protect employees, human health, and the
environment, including special management requirements such as
waste and ash segregation, or treatment techniques such as
neutralization, detoxification, and solidification((/)) or
stabilization.
(f) All generators shall comply with their individual approved management plan. No generator may construct and operate an incineration or energy recovery facility without an approved management plan.
(g) Any generator operating under an approved generator management plan shall notify the department and the department may require resubmission of the generator management plan when there is a proposed material change in the ash management of the special incinerator ash collection and/or handling system.
Upon receipt of the revised generator management plan, the department shall proceed according to subsection (2) of this section.
(3) Generator management plan requirements. ((Prior to))
Before managing special incinerator ash, all applicable
generators shall develop generator management plans. Generator
management plans shall show how the following requirements are
met:
(a) Planning requirements:
(i) All generators shall demonstrate how the management of
ash, including disposal, ((has complied)) complies with the city
and county comprehensive solid waste management plan of RCW 70.95.080, as applicable.
(ii) All generators shall demonstrate how ash management areas comply with or are a part of the spill prevention plans.
(b) Requirements for managing solid waste to reduce ash toxicity and ash quantity. All generators shall:
(i) Conduct annual municipal solid waste compositional studies to identify kinds and amounts of toxic metals, including cadmium and lead, other hazardous materials, halogenated plastics, and other substances that contribute to the toxicity of special incinerator ash;
(ii) Establish policies, procedures, incentives, and
treatment methods to remove toxic metals in municipal solid waste
((prior to)) before incineration or energy recovery;
(iii) Establish procedures to insure that dangerous wastes are not knowingly accepted at the incineration or energy recovery facility including developing lists of consumer or commercial items that may or may not be acceptable for incineration;
(iv) Establish a timetable for implementing (b)(i), (ii), and (iii) of this subsection, and a method for evaluating the effectiveness of the program in reducing the toxicity and volume of special incinerator ash.
(c) Collection and handling requirements.
(i) All incineration or energy recovery facilities ((shall))
must be designed and operated to prevent fugitive dust emissions
and direct exposure of the ash to the weather. Special
incinerator ash ((shall)) must be collected, stored, and handled
in enclosed buildings or the equivalent (e.g., covered conveyors
and transfer points). This requirement is not applicable to
ferrous metal separated from bottom ash.
(ii) Floor or surface drains serving ash collection,
storage, and handling areas ((shall)) must not be connected to
uncontaminated storm water run-off drains. Spills and process
waters ((shall)) must be handled in one or more of the following
methods:
(A) Reused in the process;
(B) Discharged to surface waters under a National Pollution
Discharge Elimination System Permit issued ((pursuant to)) under
chapter 173-220 WAC;
(C) Discharged to surface water, ground water, or a
municipal sewer system under a state discharge permit issued
((pursuant to)) under chapter 173-216 WAC;
(D) Injected through wells under an underground injection
control permit issued ((pursuant to)) under chapter 173-218 WAC;
or
(E) Managed in another method approved by the department.
(iii) All incineration and energy recovery facilities
((shall)) must be designed and operated to comply with chapter 296-62 WAC, the general occupational health standards.
(iv) The percentage of carbon in bottom ash ((shall)) may
not exceed six percent by weight, dry, as determined by ASTM
D3178-84 or other methods approved by the department. Alternative carbon content limits may be established by the
department, upon a demonstration by the owner or operator that
methane generation and settlement ((shall)) does not exceed
levels associated with bottom ash meeting the six percent carbon
standard. Representative samples ((shall)) must be taken
according to the guidelines established by the department.
(d) Storage requirements.
(i) ((Storage of)) Ash ((shall)) must be stored in
totally-enclosed buildings, in leak-proof containers, or in
tanks;
(ii) Storage ((shall)) may not exceed forty-five days from
the date of generation of the ash, and/or the storage amount
((shall)) may not exceed thirty days of daily production;
(iii) Storage ((shall)) must be in an area served by the
floor and surface drain requirements in (c)(ii) of this
subsection.
(e) ((Transport of)) Ash from an incineration or energy
recovery facility must be transported to an off-site or on-site
disposal facility ((shall be)) in covered and sealed vehicles or
containers to avoid wind dispersal or fluid leakage. Owners and
operators shall prevent ash trackout onto the site and the public
right-of-way by employing tire washing or any equivalent means. Contaminated washwaters ((shall)) must be disposed of according
to (c)(ii) of this subsection.
(f) Waste management accountability. All owners or operators of incineration or energy recovery facilities shall:
(i) Establish procedures acceptable to the department for
tracking movements of special incinerator ash from the point of
generation and/or handling to the site of final deposit or
disposal. ((Such)) The tracking method may include inventory
control and tracking systems, scale((/)), ticket((/)), and
receipt tracking, gate logs, operating logs, or material
balances;
(ii) File a report with the department if the owner or operator has not confirmed that an ash waste has been received at the intended destination within forty-five days of the date the waste was accepted by the transporter. The report must include:
(A) A legible copy of the shipping paper or manifest for which the owner or operator does not have confirmation of delivery; and
(B) A cover letter signed by the generator or his representative explaining the efforts taken to locate the waste and the results of these efforts.
(g) Other state and local requirements. All generators
shall comply with all federal, state, and local environmental and
industrial hygiene right-to-know laws and ((regulations)) rules,
including chapter 197-11 WAC, the State Environmental Policy Act
rules; chapter 173-304 WAC, the Minimum functional standards for
solid waste handling; and chapter 173-434 WAC, the air emission
rules for incinerators.
(4) Annual report requirements. All generators shall submit annual reports to the department by March 1 of the following calendar year on forms specified by the department specifying:
(a) Annual amounts, in tons, of:
(i) Municipal solid waste incinerated;
(ii) Bottom ash generated; and
(iii) Flyash/scrubber residue generated.
(b) Disposal sites for all special incinerator ash. For multiple disposal sites, the amounts of disposal that are occurring in tons per year;
(c) Permittee's name, address, telephone number, date of permit issuance and expiration date for the disposal sites listed in (b) of this subsection;
(d) Designation test results. The results of testing bottom
ash and flyash/scrubber residues separately and combined flyash
and bottom ash on representative samples taken each quarter of
the year and subjected to the criteria of WAC 173-303-100((,
and)). Results of testing bottom ash quarterly for carbon
residue according to subsection (3)(c)(iv) of this section must
be included unless otherwise approved by the department. After
one year of testing, the department may reduce this requirement
if a less frequent program can provide adequate data to determine
the effectiveness of an ash toxicity reduction program. Representative sampling methods shall follow guidelines specified
by the department;
(e) Toxics separation test results. The results of testing bottom ash and flyash separately for toxic metals from samples taken in (d) of this subsection must be included, in order to judge the progress made in toxic metals separation and reduction;
(f) Special test results. The results of testing bottom ash and flyash separately for dioxins and dibenzofurans on a composite sample made from the eight quarterly samples taken in (d) of this subsection must be included; and
(g) Ambient lead and cadmium samples taken in the air and
soil respectively at the property boundary must be included to
demonstrate compliance with the performance standard of WAC 173-306-440 (2)(b) and (c). The samples ((shall)) must be taken
annually for cadmium and quarterly for lead, unless otherwise
approved by the department.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-200, filed 4/30/90, effective 5/31/90.]
(1) Applicability. The permit standards of WAC 173-306-300 through 173-306-330 apply to disposal facilities as defined in WAC 173-306-100. These standards do not apply to generators of special incinerator ash who only handle, store and collect ash on-site and transport ash off-site, nor to facilities specifically excluded under WAC 173-306-400 through 173-306-490.
(2) No disposal facility ((shall)) may be established,
constructed, altered, expanded, or closed, until the owner or
operator has obtained a permit issued ((pursuant to)) under this
chapter or a modified permit issued ((pursuant to)) under WAC 173-306-310(3).
(3) Effective dates for permit requirements. The permit requirements of this section apply to all applicable existing, new or expanding disposal facilities within six months after the effective date of this chapter.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-300, filed 4/30/90, effective 5/31/90.]
(1) Application procedures.
(a) Persons owning or operating new or expanded ash
disposal facilities shall apply to the department for a permit,
((prior to)) before accepting any special incinerator ash for
disposal. These procedures apply ((for)) to permit renewal. Monofill owners who have successfully complied with the
requirements for Type B design in WAC 173-306-450 (4)(a)(i)
during the eighteen-month demonstration period shall apply for a
permit ((prior to)) before using the Design B liner. Applicants
shall file two copies of the application with the department that
have:
(i) Been signed and notarized as correct by the owner and operator; and
(ii) Attached evidence of compliance with the requirements of chapter 197-11 WAC, the State Environmental Policy Act rules.
(b) Permit applications must contain the information set forth in WAC 173-306-330 in order to be considered complete. Upon receipt of a permit application, the department shall review the application for completeness and notify the permit applicant accordingly.
(c) Within thirty days of receipt of a complete application, the department shall give notice of its receipt of a proposed complete permit application to the public and to interested persons for public comment for thirty days after the date of publication.
(d) The department will perform the following additional public notification requirements:
(i) ((Mailing)) Mail the notice to persons who have
expressed an interest in being notified;
(ii) ((Mailing)) Mail the notice to other state agencies and
local governments with a regulatory interest in the proposal;
(iii) The public notice shall include a statement that any
person may express ((their)) his or her views in writing to the
department within thirty days of the last date of publication;
(iv) Any person submitting written comment or any other
person ((may)), upon request, may obtain a copy of the
department's final decision; and
(v) The department shall add the name of any person, upon request, to a mailing list to receive copies of notices for all applications within the state or within a geographical area.
(2) Issuance procedures.
(a) The department shall review each completed application to determine:
(i) Whether the disposal facility meets the requirements of this chapter;
(ii) Whether the disposal facility has been adequately addressed in the city and county comprehensive solid waste management plan as applicable; and
(iii) Whether the disposal facility complies with other
environmental laws and ((regulations)) rules.
(b) The department ((shall)) may approve, deny, or
conditionally approve a completed permit application within sixty
days of receipt of the department's notice.
(c) The department ((shall)) may issue up to five-year term
permits for ash disposal; applications for reissuance of permits
((shall)) must be made at least six months ((prior to)) before
permit expiration. The applicant and the department shall follow
the procedures of WAC 173-306-310 (1) and (2) in applying for and
reissuing permits.
(3) Modification and revocation procedures. When the department obtains any information justifying modification, or the applicant applies for modification of an existing permit, the department may modify or revoke and reissue the permit according to the procedures of this section. An updated application may be requested if necessary. When a permit is modified only the conditions subject to modification are reopened. If a permit is revoked and reissued the entire permit is reopened and subject to revision and the permit is reissued for a new term.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-310, filed 4/30/90, effective 5/31/90.]
(1) Demonstration permits. Demonstration permits must be required for persons utilizing ash (see WAC 173-306-490 (2)(b)). In addition, persons applying for a utilization permit must demonstrate that the proposed utilization will successfully meet the requirements of WAC 173-306-490 (2)(b)(ii) before full scale reuse or utilization is practiced.
(a) The demonstration permit will be issued in accordance with the procedures of WAC 173-306-310;
(b) The demonstration permit shall address those requirements necessary to meet the standards of WAC 173-306-490 (2)(b)(ii) and (iii), and show that a disposal facility meeting the requirements of this chapter is available in case the demonstration fails or this permit is revoked;
(c) The demonstration permit shall provide a specific time
period and a limit on the quantity of ash ((which)) that will be
used for the demonstration; the department may extend the
demonstration period as a modification of the demonstration
permit;
(d) Unless otherwise approved by the department, the
permittee shall submit a report to the department within ninety
days of the end of the demonstration. The report shall contain
the results of all field tests and laboratory analyses and all
data developed during the demonstration period. The department
shall then use the information to determine whether or not there
is adequate information to issue a class-use permit ((which))
that will incorporate conditions sufficient to provide compliance
with all requirements of WAC 173-306-490 (2)(b)(ii) and (iii). If the information is adequate, the department will ((proceed
to)) issue a class-use permit under the provisions of this
section. If the information is inadequate, the department may,
as the situation warrants, either issue a modification to the
demonstration permit in accordance with the procedures of WAC 173-306-310(3) and this subsection, or deny the class-use permit
application.
(2) Class-use permits. Class-use permits are required for
persons who distribute utilized ash on the land in a manner
((constituting)) that constitutes disposal((;)). The permit is
issued to the seller or distributor of utilized ash or ash
products to a class of users.
(a) The class-use permit will be issued in accordance with the procedures of WAC 173-306-310;
(b) The class-use permit shall contain those requirements necessary to meet the standards of WAC 173-306-490 (2)(b), including reporting requirements; and
(c) The department will place limitations on the class of
users of utilized ash or ash products if it is shown that
((such)) the limits are necessary to protect human health and the
environment.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-320, filed 4/30/90, effective 5/31/90.]
(1) Application contents for permits for new or expanded facilities.
(a) All permit applications shall contain the following:
(i) A general description of the facility;
(ii) The types of ash to be handled at the facility;
(iii) The plan of operation required by WAC 173-306-405(3) (except for demonstration and class-use permits, WAC 173-306-320);
(iv) The operating log required by WAC 173-306-405(4) (except for demonstration and class-use permits, WAC 173-306-320);
(v) The inspection schedule and inspection log required by WAC 173-306-405.
(b) Application contents for monofill facilities. In addition to the requirements of (a) of this subsection, each monofill application for a permit must contain:
(i) A hydrogeological assessment of the facility that addresses:
(A) Local/regional geology and hydrology, including holocene faults within two hundred feet of the active area and three thousand feet of all other faults, unstable slopes, and subsidence areas on site; or a department approved geologic hazard assessment study;
(B) Evaluation of bedrock and soil types and properties;
(C) Depths to ground water ((and/))or aquifer(s), or both;
(D) Direction and flow rate of the uppermost aquifer;
(E) Direction of regional ground water;
(F) Quantity, location, and construction (where available) of private and public wells within a two thousand foot radius of site;
(G) Tabulation of all water rights for ground water and surface water within a two thousand foot radius of the site;
(H) Identification and description of all surface waters within a one-mile radius of the site;
(I) Background and surface water quality assessment, and for expanded facilities, identification of impacts to date of applicant's existing facilities upon ground and surface waters from monofill leachate discharges;
(J) Calculation of a site water balance;
(K) Conceptual design of a ground water and surface water monitoring system, including proposed installation methods for these devices and, where applicable, a vadose zone monitoring plan;
(L) Land use in the area, including nearby residences;
(M) Topography of the site and surrounding areas; and
(N) Drainage pattern of the site and surrounding areas.
(ii) Preliminary engineering report/plans and specifications that address:
(A) How the facility will meet the siting standards of WAC 173-306-350;
(B) Relationship of facility to city and county solid waste comprehensive plan as applicable and the basis for calculating the facility's life;
(C) The design of bottom and side liners;
(D) Identification of materials for daily cover and borrow sources for final cover and soil liners;
(E) Interim/final leachate collection, treatment, and disposal;
(F) Leachate detection where applicable;
(G) Fugitive dust controls;
(H) Trench design, fill methods, elevation of final cover and bottom liner, and equipment requirements;
(I) The run-on and run-off system;
(J) The design to avoid washout;
(K) Filling phases, interim cover and final cap elevation; interim cover should be minimized depending on site specific topography and projected filling phases;
(L) Closure/post-closure design, construction, maintenance, and land use;
(M) Signs, fencing, and road paving; and
(N) Scales, employee amenities, communication, and unloading areas.
(iii) An operation plan that addresses:
(A) Operation and maintenance of leachate collection, treatment, and disposal systems;
(B) Operation and maintenance of fugitive dust controls;
(C) Monitoring plans for ground water, surface water, soils and ambient air to include sampling technique, frequency, handling, and analysis requirements;
(D) Safety and emergency accident/fire plans;
(E) Routine filling, grading, cover, and housekeeping; and
(F) Record system to address records on weights (or volumes), number of vehicles, and the types of waste received.
(iv) A closure plan that addresses:
(A) Estimate of closure season/year;
(B) Capacity of site in volume and tonnage;
(C) Maintenance of active fill versus completed, final covered acreage;
(D) Estimated closure construction timing and notification procedures;
(E) Inspection by regulatory agencies;
(F) Items required in WAC 173-306-410(3); and
(G) Identification of final closure cost including cost calculations and funding mechanisms.
(v) A post-closure plan that addresses:
(A) Estimated time period for post-closure activities;
(B) Site monitoring of ash monofill, soil, air, ground water, and surface water;
(C) Deed clause changes, land use, and zoning restrictions;
(D) Maintenance activities to maintain cover and run-off systems;
(E) Items required in WAC 173-306-410(6);
(F) Identification of post-closure costs including cost calculations and funding mechanisms; and
(vi) Other information as required by the department.
(c) Application contents for treatment (including solidification and stabilization) standards. In addition to the requirements of (a) of this subsection, each application for a treatment permit must contain:
(i) Preliminary engineering reports/plans and specifications that address:
(A) The chemical and physical principle(s) upon which the treatment is based, including laboratory, pilot plant, prototype, or full-scale data with sufficient detail to assure the department that the treatment process is feasible and to allow the department to specify capacity and operating conditions;
(B) Tank, reaction vessel, furnace, total-enclosed treatment facility and container designs and the basis for selecting the materials of construction and the thickness of the treatment device (such as corrosion data) or protective lining;
(C) Fugitive dust controls, including conveyor, transport, unloading, and building design;
(D) Instrumentation and process control design to assure operating within conditions specified in the permit;
(E) Warning signs and occupational health and safety engineering controls;
(F) Monitoring equipment; and
(G) Other factors as required by the department.
(ii) An operation plan that addresses:
(A) Operation and maintenance of the treatment device;
(B) Operation and maintenance of fugitive dust controls;
(C) Monitoring as required in WAC 173-306-500 and the department on a case-by-case basis; and
(D) Safety, occupational health, and emergency accident/fire plans.
(iii) A closure plan that addresses:
(A) Estimate of closure year and cost;
(B) Methods of removing wastes and cleaning or decontaminating reaction devices and final disposal of both;
(C) Closure timing and notification procedures;
(D) Final inspection by regulatory agencies;
(E) Items required in WAC 173-306-410(3); and
(iv) Other information as required by the department.
(d) Application contents for utilization facilities. In addition to the requirements of (a) of this subsection, each application for utilization must contain:
(i) For accumulation ((prior to)) before utilization
facilities:
(A) The method of calculating the percent of ash being reused within a calendar year; and
(B) Compliance with the generator management plan storage requirements of WAC 173-306-200 (3)(d)(i) and (ii) if accumulation is by the generator; or
(C) Compliance with the monofill facility standards of WAC 173-306-440 if accumulation is by a disposal facility.
(ii) For reuse constituting disposal facilities:
(A) Information supplied by the applicant pertaining to the factors of WAC 173-306-490 (2)(b)(iii); and
(B) Other information as required by the department.
(2) Application contents for permits for existing facilities. Owners or operators of existing facilities applying for a permit to comply with the requirements of WAC 173-306-310 shall include:
(a) ((Include)) The information required in subsection
(1)(a) of this section; and
(b) Other information as required by the department.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-330, filed 4/30/90, effective 5/31/90.]
(1) ((Prior to construction
or modification of)) Before constructing or modifying disposal
facilities, final engineering reports, plans and specifications
((shall)) must be submitted to and approved by the department
according to a compliance schedule specified in the permit. The
engineering report for a disposal facility ((shall)) must be
sufficiently final so that plans and specifications can be
developed from it without substantial changes.
(2) All final engineering reports, plans and specifications
should be submitted by the owner or operator consistent with the
compliance schedule in the permit and at least thirty days
((prior to)) before the time approval is needed. The department
will review and comment on and ((either)) may approve (or
conditionally approve)((, comment on,)) or disapprove ((such))
the plans and reports within the thirty-day period unless
circumstances prevent, in which case the owner or operator will
be notified and informed of the reason for the delay.
(3) The final engineering report may be submitted ((prior
to)) before or concurrently with the final plans and
specifications.
(4) The department will review the documents to ascertain that the proposed facility will be:
(a) Designed, constructed, operated, maintained, and closed
to meet the requirements of the permit issued ((pursuant to))
under this chapter; and
(b) Consistent with good engineering practices.
(5) Within thirty days ((following)) after acceptance by the
owner or operator of or modification to an ash disposal facility,
a professional engineer in responsible charge of inspection of
the project shall submit to the department one complete set of
record drawings or as-builts, and a declaration stating the
facilities were constructed in accordance with the provisions of
the construction quality assurance plan and without significant
change from the department approved plans and specifications.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-340, filed 4/30/90, effective 5/31/90.]
(1)
((Prior to construction or modification, a detailed plan must be
submitted to and approved by the department, showing how adequate
and competent construction inspection will be provided to insure
compliance with the requirements of this chapter and the approved
engineering documents. Submission of)) Before construction or
modification, a detailed plan that shows how adequate and
competent construction inspection will be provided to insure
compliance with the requirements of this chapter and the approved
engineering documents must be submitted to and approved by the
department. The plan ((shall)) must be submitted according to a
schedule specified in the permit.
(2) The construction quality assurance plan shall include:
(a) A construction schedule summarizing planned construction activities, noting sequence interrelationships, durations, and terminations;
(b) A description of construction management, organization management procedures, lines of communication, and responsibility;
(c) A description of anticipated quality control testing, including type of test, frequency, and who will perform the tests;
(d) A description of the construction inspection program including inspection responsibilities, anticipated inspection frequency, deficiency resolution, and inspector qualifications; and
(e) For monofills, a description of how WAC 173-306-440 (4)(d) is to be met.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-345, filed 4/30/90, effective 5/31/90.]
(1) Applicability. These standards apply to all new or expanded monofills. These standards do not apply to:
(a) Existing monofills or monofills that have closed before the effective date of this chapter; or
(b) Treatment, utilization, or processing facilities.
(2) Siting standards.
Owners or operators of all applicable disposal facilities shall, at the time of permit application, meet the following locational standards:
(a) Geology. No facility ((shall)) may be located within
two hundred feet, measured horizontally, from a fault that has
had displacement in holocene times((, and)). All faults within
three thousand feet of a facility must be identified and
evaluated ((in)) under WAC 173-306-330(1), where ((such))
existing geologic information is available or can be obtained
with reasonable effort. For sites for which fault information
cannot reasonably be obtained, a geologic hazard assessment
performed by an experienced, qualified geologist may be
substituted for this siting criteria, if the study methods are
reviewed and approved by the department ((prior to)) before the
investigation.
(b) Ground water.
(i) No facility ((shall)) may be located where the depth
from the lowest point of the bottom liner to the seasonal high
water level of the upper most aquifer of beneficial use is less
than ten feet or 120 days travel time hydraulically, whichever is
greater.
(ii) No facility ((shall)) may be located over a sole source
aquifer.
(iii) No facility's active area ((shall)) may be located
closer than one thousand feet to the nearest downgradient ground
water intake for domestic water in use and existing at the time
of permit application unless the owner or operator can show that
the active area is no less than one hundred twenty days travel
time hydraulically to the nearest downgradient ground water
intake for domestic water.
(c) Natural soils. No facility ((shall)) may be located:
(i) Where known subsidence exists within the facility boundary;
(ii) In an area where unstable slopes may impact the active area of the facility;
(iii) Where weak or unstable soils exist within the proposed facility boundary, unless the structural stability of the soils is mitigated through engineering practices. (The following soils or conditions are defined as weak or unstable: Organic soils, expansive soils, liquefaction sands, soft clays, sensitive clays, loess and quick conditions.)
(d) Flooding. No facility's active area ((shall)) may be
located within the one hundred-year flood elevation as indicated
in the most current Federal Emergency Management Agency maps.
(e) Surface water. No facility's active area ((shall)) may
be located within five hundred feet, measured horizontally, of
the ordinary high water mark of any perennial surface water body.
(f) Sensitive areas. No facility ((shall)) may be located:
(i) In an area that would result in the taking of species or the direct elimination of critical habitat for federal or state listed threatened or endangered species;
(ii) In a wetland as defined by the United State Fish and Wildlife Service (Cowardin et al. 1979);
(iii) In a shoreline of the state under the jurisdiction of the Shoreline Management Act;
(iv) In an area classified as a wilderness area as defined by the Wilderness Act of 1964 (P.L. 88-577);
(v) In a state or federally designated wildlife refuge or a game farm;
(vi) In an area with city, county, state, or federal designation as a park or recreation area or any area provided for under chapter 79.70 RCW, natural area preserves; and
(vii) In an area with city, county, state, or federal designation as an archaeological or historic area or a national monument.
(g) Land use. No facility ((shall)) may be located so that
its active area is closer than two hundred feet to the facility
property line. The active area may be no closer than one
thousand feet to the nearest housing unit in an existing
residential development. The one thousand-foot rule may be
evaluated on a case-by-case basis in rural areas and
unincorporated towns.
(h) Climatic factors. No facility ((shall)) may be located
in an area that has a history of severe climatic factors without
engineered protection to mitigate those factors. Severe climatic
factors, include but are not limited to, high annual rainfall,
extreme temperatures (high or low), and high winds.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-350, filed 4/30/90, effective 5/31/90.]
(1)
Applicability. The standards of WAC 173-306-405 through
173-306-470 are the ash disposal standards and apply to all
disposal facilities except ash disposal facilities that ((have))
are engaged in closure or ((have)) were closed before the
effective date of this chapter.
(2) Standards for permits. The standards of WAC 173-306-405
through 173-306-470 ((shall)) must be used as the basis for
permitting as required in WAC 173-306-300.
(3) Effective dates.
(a) All existing ash disposal facilities not in conformance
with these standards ((shall)) must be placed ((upon)) on
compliance schedules as part of the permit issued in WAC 173-306-300. Full compliance ((shall)) must be met within three
years of the effective date of this chapter((;)). However, the
following facility standards ((shall)) must be met within
eighteen months of the effective date of this chapter:
(i) The general facility standards of WAC 173-306-405;
(ii) The operating and maintenance standards of WAC 173-306-440(5); and
(iii) The monitoring requirements of WAC 173-306-500.
(b) All new and expanded facilities shall meet the ash disposal facility standards of WAC 173-306-405 to 173-306-470 after the effective date of this chapter.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-400, filed 4/30/90, effective 5/31/90.]
(1) Applicability. All special incinerator ash disposal facilities shall meet the requirements of this section.
(2) Imminent hazard. Notwithstanding any provisions of this chapter, enforcement actions may be brought in the event that the management practices of an ash disposal facility present an imminent and substantial hazard to the health of employees, the public health or the environment.
(3) Plan of operation. Each owner or operator shall develop
and use the plan of operation required during the permitting
process in WAC 173-306-300. The plan shall describe the
facility's operation and ((shall)) convey to the operating
personnel the concept of operation intended by the designer. The
facility ((shall)) must be operated in accordance with the
plan((;)). Modifications to the plan must be approved by the
department. The plan of operation ((shall)) must be available
for inspection at the request of the department. Each plan of
operation shall include:
(a) Ash management during the facility's active life;
(b) Frequency and methods of inspections and monitoring;
(c) Employee safety and training((, addressing)) that
addresses:
(i) Protection from exposure and contact with ash((,));
(ii) Employee training((, and));
(iii) Medical monitoring; ((also)) and
(iv) A safety plan or procedure;
(d) Actions to take for mitigating any sudden release of ash to surface water or dispersal by wind;
(e) Modifications to the plan permit ((and/)), or plan of
operation, or both, in the event of ground water contamination;
(f) Equipment maintenance, particularly for leachate collection and treatment; and
(g) Other ((such)) details as required by the department.
(4) Recordkeeping. The facility owner or operator shall
keep a written operating record at ((his)) the facility that must
be furnished upon request and made available at all reasonable
times, to any employee of the department.
(a) The following information ((shall)) must be recorded, as
it becomes available, and maintained in the operating record
until closure of the facility:
(i) The type and quantity of each ash shipment received or
managed on-site and the ((method(s) and date(s))) methods and
dates of management at the facility;
(ii) Records and inspection results as required by subsections (5) and (6) of this section;
(iii) Monitoring, testing, or analytical data where required by WAC 173-306-500;
(iv) All closure and, for final deposit, post-closure cost estimates required for the disposal facility; and
(v) Deviations from the plan of operation specified in subsection (3) of this section.
(b) The retention period for all facility records required under this chapter is extended automatically during the course of any unresolved enforcement action regarding the facility or as requested by the department.
(5) Reporting. Each owner or operator shall prepare and submit a copy of the annual report to the department by March 1 of the following year. The annual report shall cover facility activities during the previous year and must include the following information:
(a) The name and address of the disposal facility;
(b) The calendar year covered by the report;
(c) Annual quantity in tons and the type of ash accepted by the disposal facility and the method of management;
(d) Results of soil, air quality, and ground water monitoring required in WAC 173-306-440;
(e) The most recent closure cost estimate and, for final deposit monofills, post-closure cost estimates under WAC 173-306-410; and
(f) Other information required by the department.
(6) Inspections. The owner or operator shall inspect the
facility to prevent malfunctions and deterioration, operator
errors, and discharges ((which)) that may cause or lead to the
release of ash to the environment or a threat to human health. The owner or operator must conduct these inspections often enough
to identify problems in time to correct them before they harm
human health or the environment. The owner or operator shall
keep an inspection log or summary including, at a minimum, the
date and time of inspection, the printed name and the
hand-written signature of the inspector, a notation of
observations made and the date and nature of any repairs or
corrective action. The log or summary must be kept at the
facility or other convenient location if permanent office
facilities are not on-site, for at least three years from the
date of inspection. Inspection records ((shall)) must be made
available to the department upon request.
(7) Other state and local requirements. All owners or
operators of ash disposal facilities shall comply with all state
and local laws and ((regulations)) rules such as zoning, land
use, fire protection, industrial safety and hygiene, water
pollution, air pollution, nuisance and aesthetics.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-405, filed 4/30/90, effective 5/31/90.]
(1) Applicability. The closure requirements of subsections (2), (3), and (4) of this section apply to all disposal facilities. The post-closure requirements of subsections (5), (6), and (7) apply to monofills subject to WAC 173-306-440.
(2) Closure performance requirements. Each owner and
operator shall close ((their)) the facility in a manner that:
(a) Minimizes the need for further maintenance;
(b) Controls, minimizes, or eliminates threats to human health and the environment from post-closure escape of ash constituents, leachate, monofill gases, contaminated rainfall or ash decomposition products to the ground or soil, ground water, surface water, and the atmosphere; and
(c) Prepares the facility for the post-closure period.
(3) Closure plan and amendment. Closure as defined in WAC 173-306-100 includes, but is not limited to, grading, seeding, landscaping, contouring and screening.
(a) Each owner or operator shall develop and use a plan of closure approved by the department as part of the permitting process of WAC 173-306-310.
(b) The closure plan shall project time intervals at which
closure activities ((are to)) must be implemented, and shall
identify estimated closure costs and project fund withdrawal
intervals from the approved financial assurance instrument, where
applicable.
(c) No owner or operator ((shall commence)) may begin
disposal operations in any part of a facility until a closure
plan for the entire facility has been approved by the department,
and until a financial assurance instrument has been provided, as
required by WAC 173-306-470.
(d) The department may determine at its discretion and for cause that a facility closure plan is invalid and may require an owner or operator to:
(i) Amend the facility closure plan and obtain the department's written approval; and/or
(ii) Cease facility operation or closure activities in whole or in part until an approved closure plan is obtained.
(e) Each owner or operator shall close the facility in accordance with the approved closure plan and all approved amendments.
(4) Closure procedures.
(a) Each owner or operator shall notify the department and,
where applicable, the financial assurance instrument trustee, of
the intent to implement the closure plan in whole or in part, no
later than one hundred eighty days ((prior to)) before the
projected final receipt of waste at part of or at the entire
facility.
(b) The owner or operator shall ((commence implementation
of)) begin implementing the closure plan in part or whole within
thirty days after receipt of a final volume of ash and/or
attaining the final monofill elevation at part of or at the
entire facility as identified in the approved facility closure
plan.
(c) Ash ((shall)) may not be accepted for use in closure
except as identified in the closure plan approved by the
department, as required in subsection (3)(a) of this section.
(d) When facility closure is completed in part or whole, each owner or operator shall submit to the department:
(i) Facility closure plan sheets signed by a professional engineer registered in the state of Washington. The plan shall reflect all as-built changes to final closure construction as approved in the closure plan; and
(ii) An affidavit signed by the owner or operator and a professional engineer registered in the state of Washington that the site has been closed in accordance with the approved closure plan.
(e) Maps and a statement of fact concerning the location of
the final ash disposal ((shall)) must be recorded as part of the
deed with the county auditor not later than three months after
closure. Records and plans specifying ash amounts, locations and
periods of operation ((shall)) must be submitted to the local
zoning authority or the authority with jurisdiction over land use
and must be made available for inspection.
(f) When the department finds the facility has been closed in accordance with the specifications of the approved closure plan and the closure requirements of this section, the department shall:
(i) Issue a certificate of closure for the site to the owner or operator and the department; and
(ii) Notify the owner or operator and the department that the facility post-closure period has begun in whole or in part on a specified date.
(5) Post-closure performance standard. Monofill owners or
operators shall ((provide)) perform post-closure activities as
needed to protect human health and the environment.
(6) Post-closure plan and amendment. Post-closure includes monitoring of ground water, surface water, and air quality; maintenance of the facility, facility structures, and monitoring systems; and other activities deemed appropriate by the department.
(a) The owner or operator shall develop and use a post-closure plan approved as a part of the permitting process in WAC 173-306-310. The post-closure plan shall address facility maintenance and monitoring activities for a thirty-year period.
(b) The post-closure plan shall project time intervals at which post-closure activities are to be implemented, and identify post-closure cost estimates and projected fund withdrawal intervals from the selected financial assurance instrument, where applicable, for the associated post-closure costs.
(c) No owner or operator ((shall commence)) may begin
disposal operations in any part of a facility until a
post-closure plan for the entire facility has been approved by
the department, and until a financial assurance instrument has
been provided, where applicable, as required by WAC 173-306-470. Facility post-closure activities must be completed in accordance
with the approved post-closure plan or the plan must be so
amended with the approval of the department.
(d) The department may determine, at its discretion and for cause, that a facility post-closure plan is invalid and may require an owner or operator to:
(i) Amend the facility post-closure plan and obtain the department's written approval; and/or
(ii) Cease facility operation or closure activities in part or wholly until an approved post-closure plan is obtained.
(7) Post-closure procedures.
(a) Each owner or operator shall ((commence)) begin
post-closure activities after ((completion of)) completing
closure activities outlined in subsection (4)(d)(i) and (ii) of
this section. The department may direct that post-closure
activities cease until the owner or operator has received the
department's certification of closure and a notice to proceed
with post-closure activities.
(b) When post-closure activities are complete, the owner or operator shall submit an affidavit to the department, signed by the owner or operator and a professional engineer registered in the state of Washington, stating why post-closure activities are no longer necessary.
(c) If the department finds that post-closure activities
have stabilized the facility, the department may, at its
discretion, authorize the owner or operator to gradually reduce
or discontinue post-closure maintenance and monitoring
activities. The department shall certify the end of the
post-closure care period by ((issuance of)) issuing a certificate
of post-closure completion to the facility owner or operator.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-410, filed 4/30/90, effective 5/31/90.]
(1) Applicability. This section applies to owners and operators of facilities that monofill special incinerator ash, except as WAC 173-306-400 provides otherwise.
(2) Minimum standards for performance.
(a) Ground water. Monofill owners or operators ((shall))
may not contaminate underlying ground water beyond the point of
compliance. Contamination and point of compliance are defined in
WAC 173-306-100.
(b) Soil. Soils at the property boundary ((shall)) may not
exceed the following limits for cadmium due to the facility
operations based upon annual samples:
(i) The annual increase in cadmium loading in the upper six
inches of soil with a pH equal to or greater than 6.5 ((shall))
may not exceed 0.5 kilograms per hectacre annually or a total
accumulation of 20 kilograms per hectacre; and
(ii) The annual increase in cadmium loading in the upper six
inches of soil with a pH less than 6.5 ((shall)) may not exceed a
total accumulation of 5.0 kilograms per hectacre.
(c) Air quality. Monofill owners or operators ((shall)) may
not cause a violation of an emission standard from any emission
of particulates, dusts or gases associated with the operation
and/or closure/post-closure of the landfill nor any ambient air
quality standard at the property boundary including the following
ambient lead standard:
The level of lead and its compounds measured as elemental
lead in suspended particulate matter measured during a
twenty-four hour sample taken at the downwind facility boundary
((shall)) may not exceed 1.5 micrograms per cubic meter of air
due to the facility's operation or the latest national ambient
air quality standards. The sampling frequency will be monthly
unless otherwise approved by the department.
(d) Surface waters. Monofill owners or operators ((shall))
may not cause a violation of any receiving water quality standard
or violate chapter 90.48 RCW from discharges of surface run-off,
leachate, or any other liquid associated with a monofill.
(3) Siting standards. Monofill owners or operators receiving special incinerator ash shall comply with incinerator ash siting standards of WAC 173-306-350(2).
(4) Minimum design standards.
(a) Minimizing liquids. Monofill owners or operators shall minimize liquids admitted to active areas by:
(i) Covering according to subsection (5)(e) of this section.
(ii) Disposing of no ash containing free liquids unless approved by the department;
(iii) Designing, constructing, and maintaining run-off controls to restrict the chance of a run-off event from releasing contaminated run-off waters to an annual probability of one percent or less (one hundred-year event or greater). In meeting this requirement the following items are to be considered:
(A) The design of the containment structure((())s(()))
should be selected based on the ability of the facility to store,
test, and/or treat the run-off during a twenty-four hour or
longer storm event.
(B) The design assumes that the storm event occurs during
the final year of the active life of the monofill or at a time
when the facility is most vulnerable to a storm ((which)) that
could produce the release of contaminated waters. The method of
placement of the ash should be considered when determining the
volume available for storage of run-off.
(C) A minimum of one foot of freeboard (measured from the invert of the emergency spillway) should be maintained following the occurrence of the design storm.
(D) An emergency spillway is to be constructed for the containment structure to provide controlled release of excess run-off waters in the case where the design storm is exceeded.
(iv) Design, construct, and maintain diversion channels, channel containment berms, culverts, pipes, and other drainage control features to pass and/or store run-on to restrict the chance of failure of the drainage control features to an annual probability of one percent or less (one hundred-year event or greater). In meeting this requirement the following items are to be considered:
(A) For those cases where the run-on waters are to be stored
and/or treated, selection of the ((design)) storm design should
be based on the appropriate procedures governing run-off
controls.
(B) For those cases where the run-on waters are to be
diverted around the facility, the drainage control features
should be sized to pass the run-on peak discharge (design flood)
of a magnitude ((having)) that has an annual exceedance
probability of one percent or less (one hundred-year flood peak
discharge or greater).
(C) Sufficient erosion protection and freeboard (one foot minimum) are to be provided for all drainage control features to preclude failure of those features during passage of the design flood.
(v) Submit engineering plans and specifications for any containment barrier equalling or exceeding as storage capacity of ten acre-feet to the department's dam safety section for review under RCW 90.03.350.
(b) Leachate systems. Monofill owners or operators shall:
(i) Install a department-approved leachate collection system sized according to water balance calculations or using other accepted engineering methods;
(ii) Install a leachate collection system ((so as)) to
prevent no more than one foot of leachate developing at the
topographical low point of the active area; and
(iii) Install a leachate treatment system to meet requirements of WAC 173-306-200 (3)(c)(ii)(B) through (E).
(c) Liner and final cap design. Ash monofill owners or operators shall comply with the requirements of WAC 173-306-450.
(d) Liner construction and inspection. Ash monofill owners or operators shall:
(i) Comply with the requirements of WAC 173-306-450.
(ii) Employ an independent third party as defined in WAC 173-306-100 to inspect the liners during construction and installation for uniformity, damage and imperfections (e.g., holes, cracks, thin spots, foreign materials) and quality of construction; and immediately after construction and installations to inspect:
(A) Synthetic liners and covers for tight seams and joints and the absence of tears, punctures or blisters; and
(B) Soil-based and admixed liners and covers for imperfections (e.g., lenses, cracks, channels, root holes) or structural nonuniformities that may affect liner permeability.
(e) Filling requirements for ash cells. Monofill owners or
operators shall design and fill ash monofills in phases or cells,
as defined in WAC 173-306-100. Only one cell ((shall)) may be
open and in use at one time; each cell ((shall)) must be graded
and covered with a flexible high density polyethylene liner or
other material of equivalent mechanical strength and chemical
resistance during the interim period before reaching final
elevation. The liner ((shall)) must be 60 mils and have the
ability to withstand weather conditions. The owner or operator
shall provide, as part of the interim cover, a method of
detecting and/or monitoring/inspecting the integrity and any
possible failure of the interim cover.
(f) Fugitive dust controls. Monofill owners and operators shall:
(i) Employ tire washing for all ash-carrying vehicles as
they leave the site or any equivalent method to prevent the
trackout of ash onto the site and the public right of way. Contaminated wash-waters ((shall)) must be disposed of according
to WAC 173-306-200 (3)(c);
(ii) Orient the major axis of the active area of the monofill with respect to the prevailing wind directions so as to minimize the effect of wind upon dispersion of special incinerator ash unless engineering designs can provide equivalent protection; and
(iii) Provide for paved approach and exit roads outside the active area with traffic separation and traffic control on-site and at the site entrance.
(g) Other design requirements. Monofill owners and operators shall:
(i) Post signs at each entrance to the active portion and at other locations, in sufficient numbers to be seen from any approach to the active portion. Signs must bear the legend "Danger - unauthorized personnel keep out" or an equivalent legend, and must be legible from a distance of twenty-five feet;
(ii) Have either:
(A) A twenty-four-hour surveillance system which continuously monitors and controls entry onto the active portion of the facility; or
(B) An artificial or natural barrier; or
(C) A combination of both, which completely surrounds the active portion of the facility, with a means to control access through gates or other entrances to the active portion of the facility at all times.
(iii) Provide for monitoring according to WAC 173-306-500 using a design approved by the department;
(iv) Weigh all incoming ash on scales or provide an equivalent method of measuring ash tonnage;
(v) Provide for employee facilities including shelter, toilets, handwashing facilities, and potable drinking water;
(vi) Provide for unloading area((())s(())) to be as small as
possible, consistent with traffic patterns and safe operation;
and
(vii) Provide communication (such as telephones) between employees working at the monofill and on-site or off-site management offices to handle emergencies.
(5) Standards for operation and maintenance. All owners and operators shall:
(a) Prohibit the co-disposal of any other solid or hazardous waste in a special incinerator ash landfill;
(b) Comply with the requirements of the general operation standards, WAC 173-306-405;
(c) Control fugitive dust by wetting, by the use of dust
suppressing substances, covering, compacting, or otherwise
managing the active area of the monofill to control wind
dispersal and prevent visible emissions of windblown dust. Road
dust on unpaved roads ((shall)) must also be similarly
controlled.
(d) Clearly mark the active area boundaries authorized in the permit, with permanent posts or using an equivalent method clearly visible for inspection purposes.
(e) Compact and cover ash daily ((prior to)) before adding
successive layers according to the requirements of WAC 173-306-450.
(f) Maintain the monitoring systems required in subsection (4)(g)(iii) of this section;
(g) Inspect the monofill weekly while it is in operation and after major storms to detect evidence of any of the following:
(i) Deterioration, malfunctions, or improper operation of run-on and run-off control systems and interim cover;
(ii) The presence of liquids in leak detection systems,
where installed, to comply with subsection (4)(b) of this
section. The department ((shall)) must be notified of any leaks
into the leak detection system within seven days after detecting
the leak and immediately remove any accumulated liquid. Notification shall include a schedule for determining the cause
of the leak and any remedial measures or increased ground water
monitoring to assure that the performance standards of subsection
(2)(a) of this section are met;
(iii) The presence of leachate in, and proper functioning of, leachate collection and removal systems; and
(iv) Proper functioning of engineered wind dispersal control systems.
(h) Record the inspections in the log as required in WAC 173-306-405(6).
(6) Closure and post-closure requirements.
(a) At final closure of the monofill or upon closure of any
cell, the owner or operator ((must)) shall cover the monofill or
cell with a final cover designed and constructed according to
subsection (4)(d) of this section and shall comply with all
closure requirements of WAC 173-306-410;
(b) After final closure, the owner or operator must comply with all post-closure requirements of WAC 173-306-410, and must:
(i) Maintain the integrity and effectiveness of the final cover, including making repairs to the cap as necessary to correct the effects of settling, subsidence, erosion, or other events;
(ii) Prevent run-on and run-off from eroding or otherwise damaging the final cover;
(iii) Maintain and monitor the leak detection system in accordance with subsection (4)(b) of this section, where such a system is present; the owner or operator shall immediately remove any accumulated liquid and notify the department of any leaks into the leak detection system within seven days after detecting the leak. Notification shall include a schedule for determining the cause of the leak and any remedial measures or increased ground water monitoring to assure that the performance standards of subsection (2)(a) of this section are met;
(iv) Operate the leachate collection and removal system; and
(v) Maintain and operate the monitoring systems of WAC 173-306-500.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-440, filed 4/30/90, effective 5/31/90.]
(1) Applicability. This section applies to owners or operators of facilities that monofill combined or separated special incinerator ash, except as WAC 173-306-400 provides otherwise.
(2) Liner design.
(a) Owners or operators ((that)) who monofill combined or
separated fly ash and bottom ash shall comply with the
requirements of Design A, subsection (3) of this section.
(b) Owners or operators ((that)) who demonstrate ability to
maintain the permeability requirements of Design B during an
eighteen-month demonstration period may seek approval to use
Design B following the demonstration period.
(3) Design A.
(a) General requirements. Owners or operators shall comply with the liner inspection requirements of WAC 173-306-440 (4)(d) and siting and design requirements of WAC 173-306-440 (3) and (4). In addition, owners or operators shall:
(i) Thoroughly compact ash residues. Owners or operators shall compact ash residues thoroughly by using compaction equipment.
(ii) Provide daily cover to prevent fugitive dust emissions and run-on and run-off discharges. Cover material may include high density polyethylene or any department approved equivalent material.
(b) Liner design. The liner ((shall)) must be an engineered
liner of the following design from bottom to top:
(i) A foundation or base capable of providing support to the
liner and resistance to pressure gradients above and below the
liner to prevent failure of the liner due to settlement,
compression, or uplift((;)). The foundation slope ((shall)) must
be a minimum of two percent;
(ii) Next, a single composite liner consisting of an
engineered soil liner at least two feet thick ((having)) that has
permeability of 1 x 10-7 cm/sec or the equivalent upon which a
synthetic liner of sixty mils high density polyethylene or other
material of equivalent mechanical strength and chemical
resistance is placed((;)). Liner slopes ((shall)) must be a
minimum of four percent;
(iii) Next, a leachate detection system consisting of a minimum of twelve inches of sand or equivalent material with a permeability greater than or equal to 1 x 10-2 cm/sec with drain pipes;
(iv) Next, a synthetic liner of sixty mils high density polyethylene or other material of equivalent mechanical strength and chemical resistance;
(v) Next, a leachate collection and removal system
((consisting)) that consists of a minimum of twelve inches of
sand or equivalent material with a permeability greater than or
equal to 1 x 10-2 cm/sec with drain pipes; and
(vi) A fabric filter placed between the drainage layer and the first lift of special incinerator ash.
(4) Design B. Owners or operators ((that)) who monofill
combined or separated fly and bottom ash shall comply with these
design criteria.
(a) General requirements. Owners or operators shall comply with the liner inspection requirements of WAC 173-306-440 (4)(d) and siting and design requirements of WAC 173-306-440 (3) and (4). In addition, owners or operators shall:
(i) Compact ash residues to a permeability of 1 x 10-5 cm/sec. All ferrous material will be removed using magnetic separation or an equivalent method approved by the department so that the pozzolanic effect of compacted ash will not be impeded.
(ii) Lifts will be tested for ash permeability using
guidance established by the department. Lift thickness ((prior
to)) before compaction ((shall)) may not exceed one foot.
(A) Design B liner design may be used as long as lift permeability tests at 1 x 10-5 cm/sec or less.
(B) If the ash permeability requirement cannot be
maintained, the owner or operator shall immediately close the
Design B cell according to the closure requirements of WAC 173-306-410 and subsection (5) of this section and ((recommence))
resume disposal activities using the Design A liner.
(iii) Provide daily cover to prevent fugitive dust emissions and run-on and run-off discharges. Cover material may include high density polyethylene or any department approved equivalent material.
(b) Liner design. The liner ((shall)) must be an engineered
liner of the following design:
(i) A foundation or base capable of providing support to the
liner and resistance to pressure gradients above and below the
liner to prevent failure of the liner due to settlement,
compression, or uplift((;)). Foundation slope ((shall)) must be
a minimum of two percent;
(ii) Next, a single composite liner ((consisting)) that
consists of an engineered soil liner at least two feet thick
((having)) that has a permeability of 1 x 10-7 cm/sec or the
equivalent upon which a synthetic liner of sixty mils high
density polyethylene or other material of equivalent mechanical
strength and chemical resistance rests((;)). Liner slopes
((shall)) must be a minimum of four percent;
(iii) Next, a leachate collection system ((consisting)) that
consists of a minimum of twelve inches of sand or equivalent
material with a permeability greater than or equal to 1 x 10-2
cm/sec with drain pipes; and
(iv) A fabric filter placed between the drainage layer and the first layer of special incinerator ash.
(5) Final cap design. All owners or operators of special incinerator ash monofills shall comply with the following design requirements.
(a) The final cap shall maintain a surface slope between two and five percent and side slope of no more than thirty-three percent and shall consist, from bottom to top, of:
(i) Two feet of ash, well graded (with ferrous material removed and having proportional size distribution of ash particles) and thoroughly compacted;
(ii) Next, a layer, system, or mechanism capable of detecting cap failure;
(iii) Next, a fabric filter overlaid by at least two feet of
clay ((having)) that has a permeability of 1 x 10-7 cm/sec upon
which a synthetic liner of sixty mils high density polyethylene
or other material of equivalent mechanical strength and chemical
resistance rests; and
(iv) Eighteen inches of native soil covered by six inches of topsoil.
(b) Final cap inspections ((shall)) must be done in
accordance with the liner inspection requirements of WAC 173-306-440 (4)(d).
(c) In case of cap failure, immediately notify the department with a plan for remedial action.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-450, filed 4/30/90, effective 5/31/90.]
(1) Applicability.
These standards apply to all new and expanded monofill facilities, and to existing monofill facilities that have not closed before or within twelve months after the effective date of this chapter.
(2) Cost estimate for closure.
(a) Each owner or operator shall prepare a written closure cost estimate as part of the facility closure plan. The closure cost estimate must be in current dollars and must represent the cost of closing the facility in accordance with the closure requirements in WAC 173-306-410.
(i) The cost estimate ((shall)) must be based on a
reasonable cost estimate for completing design, purchase,
construction, and other activities as identified in the facility
closure plan as required under WAC 173-306-410;
(ii) The closure plan shall project intervals for withdrawal of closure funds from the closure financial assurance instrument to complete the activities identified in the approved closure plan;
(iii) The closure cost estimate ((shall)) may not be reduced
by allowance for salvage value of equipment, ash, or the resale
value of property or land.
(b) Each owner or operator must prepare a new closure cost estimate in accordance with (a) and (c) of this subsection whenever:
(i) Changes in operating plans or facility design affect the closure plan;
(ii) ((There is)) A change in the expected year of closure
((that)) affects the closure plan; or
(iii) The department directs the owner or operator to revise the closure plan or closure cost estimate.
(c) Each owner or operator shall review the closure cost
estimate thirty days ((prior to)) before the anniversary date of
the date on which the first closure cost estimate was prepared. The review shall examine all factors, including inflation,
involved in estimating the closure cost. Any cost changes
((shall)) must be factored into a revised closure cost estimate
((and)). The revised cost estimate must be submitted to the
department.
(d) During the operating life of the facility, and when the
estimate has been adjusted in accordance with (c) of this
subsection, the owner or operator shall make available for review
the closure cost estimate prepared in accordance with (a) and (b)
of this subsection((, and when this estimate has been adjusted in
accordance with (c) of this subsection)).
(e) The department shall evaluate each cost estimate and may accept, or at its discretion require revision of, the cost estimate in accordance with its evaluation.
(f) The department may require the facility owner or operator to adjust the cost estimate in accordance with the department's review and direction.
(3) Financial assurance account for closure. Each owner or
operator of special incinerator ash monofill facility shall
establish a financial assurance account in an amount that, over
the life of the facility, will accumulate funds at a rate that
will enable premature closure during the monofill life. The
total amount ((shall)) must be equal to the closure cost estimate
prepared in accordance with subsection (2) of this section.
(a) Applicable monofill facilities that accept special incinerator ash must choose from the following financial assurance account options or combination of options:
(i) For monofill disposal facilities owned or operated by
municipal corporations, the closure and post-closure reserve
account ((shall)) must be handled in one of the following ways:
(A) Cash and investments accumulated and restricted for closure with an equivalent amount of fund balance reserved in the fund accounting for special incinerator ash activity; or published Budget Accounting Reporting System Manual; or
(B) The cash and investments held in a nonexpendable trust fund.
(ii) Closure trust fund established with an entity ((which))
that has the authority to act as a trustee and whose trust
operations are regulated and examined by a federal or state
agency. The wording of the trust agreement must be acceptable to
the department. The purpose of the closure trust fund is to
receive and manage any funds paid by the owner or operator and to
disburse those funds only for closure activities as identified in
the approved closure plan.
(b) For private disposal facilities that accept public
waste, established closure financial assurance accounts ((shall))
may not constitute an asset of the facility owner or operator.
(c) Any income in excess of the closure cost estimate
accruing to the established closure financial assurance account
will be used at the owner's discretion ((as to the use of said
funds)).
(d) Excess moneys remaining in the closure financial
assurance account after the department has certified the
completion of closure as identified in WAC 173-306-410 (4)(f)(i)
((shall)) must be returned to the owner or operator.
(4) Cost estimate for post-closure.
(a) Each owner or operator shall prepare a written post-closure cost estimate as part of the facility post-closure plan. The post-closure cost estimate must be in current dollars and must represent the total cost of completing post-closure activities for the facility for a thirty-year post-closure period in accordance with the post-closure requirements in WAC 173-306-410.
(i) The post-closure cost estimate ((shall)) must be based
on a reasonable cost estimate for completing post-closure
monitoring, maintenance, and other activities identified in the
approved facility post-closure plan as required under WAC 173-306-410;
(ii) The post-closure plan shall project intervals for withdrawal of post-closure funds from the post-closure financial assurance instrument to complete the activities identified in the approved post-closure plan;
(iii) The post-closure cost estimate ((shall)) may not be
reduced by allowance for salvage, value of equipment, ash, or the
resale value of property or land.
(b) Each owner or operator shall prepare a new post-closure costs estimate for the remainder of the post-closure care thirty-year period in accordance with (a) and (c) of this subsection, whenever:
(i) Change in the post-closure plan increases the cost of post-closure care; or
(ii) The department directs the owner or operator to revise the post-closure plan or post-closure cost estimate.
(c) Each owner or operator shall review the post-closure
cost estimate thirty days ((prior to)) before the annual date on
which the first post-closure cost estimate was prepared. The
review shall examine all factors, including inflation, involved
in estimating the post-closure cost. Any cost changes ((shall))
must be factored into a revised post-closure cost estimate and
the revised cost estimate must be submitted to the department.
(d) During the operating life of the facility, the owner or operator shall keep the latest post-closure cost estimate prepared in accordance with (a) and (b) of this subsection available for review.
(5) Financial assurance account for post-closure. Each owner or operator of an applicable monofill facility shall establish a financial assurance account in an amount equal to the post-closure cost estimate prepared in accordance with subsection (4) of this section.
(a) Owners or operators of applicable monofill facilities that accept special incinerator ash shall choose from the following options or combinations of options for accounting for the financial assurance account:
(i) For monofill disposal facilities owned or operated by
municipal corporations, the post-closure reserve ((shall)) must
be handled in one of the following ways:
(A) Cash and investments accumulated and restricted for post-closure with an equivalent amount of fund balance reserved in the fund accounting for special incinerator ash activity; or
(B) Cash and investments held in a nonexpendable trust fund.
(ii) Post-closure trust fund established with an entity
((which)) that has the authority to act as a trustee and whose
trust operations are regulated and examined by a federal or state
agency. The wording of the trust agreement must be acceptable to
the department. The purpose of the post-closure trust fund is to
receive and manage any funds paid by the owner or operator and to
disburse those funds only for post-closure activities as
identified in the approved post-closure plan.
(b) For private disposal facilities that accept public
waste, established post-closure financial assurance accounts
((shall)) may not constitute an asset of the facility owner or
operator.
(c) Any income accruing to the established post-closure
financial assurance account will be used at the owner's
discretion ((as to the use of said excess funds)).
(d) Excess moneys remaining in the post-closure financial
assurance account after the department has certified the
completion of post-closure ((as)) requirements identified in WAC 173-306-410 (7)(c) ((shall)) must be returned to the owner or
operator.
(6) Closure/post-closure financial assurance account establishment and reporting.
(a) Closure and post-closure financial assurance funds
((shall)) must be generated at each facility by transferring a
percentage of the facility user fees to the selected financial
assurance instrument at the agreed upon rate to be specified in
the closure and post-closure plans((, such)) so that adequate
closure and post-closure funds will be generated to ensure full
implementation of the approved closure and post-closure plans.
(b) Each applicable facility owner or operator shall
establish a procedure with the financial assurance instrument
trustee for notification of nonpayment of funds to be sent to the
Department of Ecology, Solid and Hazardous Waste and Financial
Assistance Program, ((Mailstop PV-11)) P.O. Box 47600, Olympia,
WA 98504-((8711)) 7600.
(c) Each owner or operator shall file with the department an
annual audit of the financial assurance accounts established for
closure and post-closure activities, and a statement of the
percentage of user fees((,)) diverted to the financial assurance
instruments.
(i) For monofill disposal facilities owned and operated by
municipal corporations, the closure reserve account ((shall)),
including each of the post-closure care years, must be audited
according to the audit schedule of the office of state auditor
and ((shall)) must be filed with the department of ecology((,
including each of the post-closure care years)).
(ii) For monofill disposal facilities not owned or operated by municipal corporations:
(A) Annual audits ((shall)) must be conducted by a certified
public accountant licensed in the state of Washington, and
((shall)) must be filed with the department no later than March
31 of each year for the previous calendar year, including each of
the post-closure care years.
(B) The audit shall also include calculations
((demonstrating)) that demonstrate the proportion of closure
completed during the preceding year as specified in the closure
and post-closure plans.
(d) Owners or operators of an existing monofill disposal
((facilities)) facility may submit to the department a written
request with ((their)) the annual audit ((to the department
requesting)) asking for a waiver from ((utilizing)) applying user
fees to generate the moneys necessary for the closure and/or
post-closure financial assurance account.
(i) The waiver request should provide documentation to
demonstrate the facility user fees are prohibitively high, and
should include alternate method((())s(())) for funding the
facility's closure and/or post-closure financial assurance
account;
(ii) The waiver request review procedure will be conducted according to WAC 173-306-900.
(7) Authorization for financial assurance account fund withdrawal for closure and post-closure activities.
(a) Each owner or operator will withdraw funds from the closure and/or post-closure financial assurance instrument as specified in the approved closure/post-closure plans;
(b) If the withdrawal of funds from the financial assurance
instrument exceeds by more than five percent the withdrawal
schedule stated in the approved closure and/or post-closure plan,
the closure and/or post-closure plan ((shall)) must be amended.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-470, filed 4/30/90, effective 5/31/90.]
(1) Applicability. The standards of this section apply to treatment, as defined in WAC 173-306-100, of any special incinerator ash subject to this chapter. These standards do not apply to the manual or mechanical removal of ferrous metal from ash residues.
(2) Requirements. All owners and operators shall design, construct, operate, maintain, and close treatment facilities so as to:
(a) Meet the general facility standards of WAC 173-306-405;
(b) Only treat special incinerator ash in tanks, reaction
vessels, furnaces (such as glass furnaces), containers, or
totally enclosed treatment facilities (such as pipelines). No
treatment process ((shall)) may be designed to occur in ash
piles, surface impoundments, or land treatment facilities;
(i) The department shall review and approve tank and
reaction vessel design. All tanks and reaction vessels will be
closed or otherwise designed to avoid emissions of dusts or
vapors to the atmosphere. Tanks and reaction vessels ((shall))
must be of sufficient thickness and corrosion resistance to
prevent rupture;
(ii) Totally enclosed treatment facilities must be in good condition and of a design and construction to avoid rupture under maximum operating conditions and must be capable of being inspected periodically; and
(iii) Furnaces must be in good condition structurally, designed and operated to accept only special incinerator ash and capable of being inspected periodically. The department may review and approve furnace design.
(c) Meet the performance standards of WAC 173-306-440(2). The department shall specify the type and frequency of all sampling and monitoring necessary to assure compliance.
(d) Assure that treatment of special incinerator ash occurs
under conditions spelled out in prototype, pilot plant or full
scale operation. The design must be approved by the department
and the department shall ((approve the design and)) specify
operating conditions.
(e) Control fugitive dust emissions in the handling of special incinerator ash by:
(i) Collecting and handling in enclosed buildings or the equivalent (e.g., covered conveyors and transfer points); and
(ii) Adding moisture, dust suppressants, or other methods as necessary.
(f) Comply with chapter 296-62 WAC, the general occupational health standards.
(g) Assure that treated special incinerator ash is disposed of according to this chapter or chapter 173-304 WAC, the minimum functional standards for solid waste, if the residues are designated as solid waste.
(h) Close the treatment facility according to the requirements of WAC 173-306-410.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-480, filed 4/30/90, effective 5/31/90.]
(1) Applicability.
(a) These standards apply to persons who utilize special incinerator ash including:
(i) Generators of special incinerator ash;
(ii) Owners and operators of disposal facilities; and
(iii) Persons who neither generate nor dispose of special incinerator ash but are involved in the reuse or utilization of special incinerator ash.
(b) These standards do not apply to the following wastes and waste processes:
(i) Ferrous metal separation from ash;
(ii) Special incinerator ash that is reinjected into the incinerator or energy-recovery facility from which it was produced;
(iii) Reclamation of nonferrous metals.
(2) Standards.
(a) Accumulation ((prior to)) before reuse or utilization.
(i) All ash for utilization ((shall)) must be stored in
totally enclosed buildings.
(ii) Floor or surface drains serving storage areas ((shall))
may not be connected to uncontaminated storm water run-off
drains. Contaminated water ((shall)) must be processed according
to WAC 173-306-200 (3)(c)(ii).
(iii) All ash not utilized within one calendar year of
generation ((shall be)) is subject to:
(A) The management plan requirements of WAC 173-306-200 if a generator is accumulating the ash; or
(B) The permitting and facility standard requirements of WAC 173-306-300 and 173-306-400, if a disposal facility is accumulating the ash.
(b) Use constituting disposal. Use constituting disposal is applying ash to the land or placing ash on the land in a manner constituting disposal, or applying ash contained in a product to the land or placing ash products on the land in a manner constituting disposal. Placement on the land includes placement in water (such as in reef construction).
(i) Persons wishing to reuse or utilize ash in a manner constituting disposal shall apply for a permit under WAC 173-306-310.
(ii) Persons reusing or utilizing ash in a manner constituting disposal are subject to the following sections of the general facility standards:
(A) WAC 173-306-405(2);
(B) WAC 173-306-405 (3)(b);
(C) WAC 173-306-405 (5)(a), (b), (c), and (f); and
(D) WAC 173-306-405(7).
(iii) The department will base its decision on whether to issue a permit upon the following factors:
(A) The effectiveness of the utilized ash or ash product for the claimed use;
(B) The degree to which the utilized ash is like an analogous product;
(C) The extent to which the utilized ash or ash product minimizes loss or escapes to the environment;
(D) The extent to which the utilized ash or ash product impacts public health, the environment, and employee health given a reasonable worst case exposure, risk assessment analyses and compliance with the performance standards of WAC 173-306-440(2);
(E) The extent to which an end market for the utilized ash and ash product is guaranteed;
(F) The time period between generating the ash and utilization;
(G) The degree to which the end uses (and users) can be tracked and recorded; and
(H) Other factors as appropriate.
(iv) The department may require that applicants apply for a demonstration permit or class use permit under WAC 173-306-320, if available information exists to satisfy the informational requirements of (b)(ii) and (iii) of this subsection.
(c) Utilization as ingredients in industrial products, or as effective substitutes. The utilization of ash in industrial products or as effective substitutes for commercial products are activities that ordinarily are not considered to be waste management because they are like normal production processes and/or the products are used like commercial products. (E.g., ash as a substitute in cement construction blocks is an example.)
(i) The department may grant requests for classifying
((such)) that type of reuse or utilization for solely commercial
purposes, if:
(A) The applicant shows that the ash or ash products are
recycled in a manner ((such)) so that they closely resemble
products or raw materials rather than waste; and
(B) The applicant addresses the factors of (b)(iii) of this subsection (except for (2)(b)(iii)(G)).
(ii) Public review of the decision to grant or deny such a
request ((shall)) must be conducted according to WAC 173-306-900
(4), (5), and (6).
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-490, filed 4/30/90, effective 5/31/90.]
(1) Applicability. This section applies to other methods of ash disposal not specifically identified elsewhere in this chapter, nor excluded from this chapter.
(2) Requirements. Owners and operators of other methods of ash disposal shall:
(a) Comply with the requirements in WAC 173-306-405;
(b) Obtain a permit under WAC 173-306-300 from the
department, by submitting an application containing information
required in WAC 173-306-330, and ((such)) other information as
may be required by the department including:
(i) Preliminary engineering reports and plans and specifications; and
(ii) A closure plan.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-495, filed 4/30/90, effective 5/31/90.]
(1)
Applicability. These requirements apply to owners and operators
of incinerators, energy recovery facilities, disposal facilities,
and management facilities ((that)) who are required to perform
ash sampling, analyses and testing, ground water and air quality
monitoring under this chapter.
(2) Ground water monitoring requirements.
(a) The ground water monitoring system:
(i) Must consist of at least one background or up-gradient well and three down-gradient wells, installed at appropriate locations and depths to yield ground water samples from the uppermost aquifer and all hydraulically connected aquifers below the active portion of the facility.
(ii) Must represent the quality of background water that has not been affected by leakage from the active area; and
(iii) Must represent the quality of ground water passing the point of compliance. Additional wells may be required by the department in complicated hydrogeological settings or to define the extent of contamination detected.
(b) All monitoring wells must be cased in a manner that
maintains the integrity of the monitoring well bore hole. This
casing must allow collection of representative ground water
samples. Wells must be constructed in such a manner as to
prevent contamination of the samples, the sampled strata, other
substrata aquifers and waterbearing strata. Construction
((shall)) must be accomplished in accordance with chapter 173-160 WAC, minimum standards for construction and maintenance of water
wells.
(c) The ground water monitoring program shall include, at a minimum, procedures and techniques for:
(i) Decontamination of drilling and sampling equipment;
(ii) Sample collection;
(iii) Sample preservation and shipment;
(iv) Analytical procedures and quality assurance;
(v) Chain of custody control; and
(vi) Procedures to ensure employee health and safety during well installation and monitoring.
(d) Sample constituents.
(i) Owners or operators of all facilities shall test for the following parameters:
(A) Temperature;
(B) Conductivity;
(C) pH;
(D) Chloride;
(E) Nitrate, nitrite, and ammonia as nitrogen;
(F) Sulfate;
(G) Dissolved iron, cadmium, lead, and mercury;
(H) Dissolved zinc and manganese;
(I) Chemical oxygen demand;
(J) Total organic carbon;
(K) Calcium and sodium; and
(L) Gamma radiation.
(ii) The department may specify additional or fewer constituents depending upon the leachate analyses, the composition of the ash, and other information.
(iii) ((Test methods used to detect the parameters of (d)(i)
of this subsection shall be EPA Publication Number SW-846, "Test
Methods for Evaluating Solid Waste Physical/Chemical Methods."))
To detect the parameters of (d)(i) of this subsection, EPA
Publication Number SW-846, "Test methods for evaluating solid
waste physical/chemical methods" must be used.
(e) The ground water monitoring program must include a determination of the ground water surface elevation each time ground water is sampled.
(f) The owner or operator shall use a department-approved statistical procedure for determining whether a significant change over background has occurred.
(g) The owner or operator must determine ground water quality at each monitoring well at the compliance point at least quarterly from start-up through the post-closure care period. The owner or operator must express the ground water quality at each monitoring well in a form necessary for the determination of statistically significant increases.
(h) The owner or operator must determine and report the ground water flow rate and direction in the uppermost aquifer at least annually.
(i) If the owner or operator determines that there is a statistically significant increase for parameters or constituents at any monitoring well at the compliance point, the owner or operator must:
(i) Notify the department of this finding in writing within
seven days of receipt of the sampling data. The notification
must indicate ((what)) which parameters or constituents have
shown statistically significant increases;
(ii) Immediately resample the ground water in all monitoring
wells and determine the concentration of all constituents listed
in the definition of contamination in WAC 173-306-100 including
additional constituents identified in the permit and whether
there is a statistically significant increase such that the
ground water performance standard has been exceeded. The
department ((shall)) must be notified within fourteen days of
receipt of the sampling data.
(j) The department may require modifications to the disposal facility, the plan of operation or the permit, including facility closure, if the performance standard of WAC 173-306-440 (2)(a) is exceeded and, in addition, may revoke any permit and require reapplication under WAC 173-306-310.
(3) Modifications. An owner or operator required to modify the facility or plan of operation under this section must first obtain approval from the department and must at a minimum:
(a) Implement modifications that reduce contamination and,
if possible, prevent((s)) constituents from exceeding their
respective concentration limits at the compliance point by
removing the constituents, treating them in place or other
remedial measures; and
(b) Begin modifications according to a written schedule after the ground water performance standard is exceeded.
(4) Ash and soil sampling, and analysis.
(a) Ash residue samples taken for the purpose of determining
their designation status as a special incinerator ash waste
((shall follow)) must be conducted according to guidance ((and/or
guidelines)) established by the department. Ash samples taken
for the purpose of determining carbon residue and for determining
dioxins and dibenzofuran content, if different from samples taken
for designation status under chapter 173-303 WAC, ((shall)) must
also ((follow)) be conducted according to guidance ((and/or
guidelines)) established by the department. Representative
sampling methods and frequency as developed ((by)) in guidelines
((of)) by the department ((shall)) must be employed.
(b) Ash samples ((shall)) must be analyzed as follows:
(i) For designation purposes, as a special incinerator ash
waste, the samples ((shall)) must be analyzed according to:
(A) "Chemical testing methods for complying with the state of Washington dangerous waste regulation," WDOE 83-13;
(B) "Biological testing methods," WDOE 80-12;
(C) "Test methods for evaluating solid waste, physical/chemical methods," SW 846.
(ii) For chlorinated-p-dioxins and dibenzofurans, 40 CFR Part 261 Appendix X is adopted by reference.
(iii) For cadmium in soil, method 7130 or 7131 cited in "Test methods for evaluating solid waste, physical/chemical methods," SW 846.
(5) Ambient air quality sampling for lead. Ambient lead
concentrations ((shall)) must be measured and reported according
to 40 CFR Part 50 Appendix G, which is adopted by reference,
except that the sampling frequency will be determined by the
department: Provided, That the department has not adopted
"Compendium of methods for the determination of inorganic
compounds in ambient air" (EPA/625/R-96/01a, July 1999).
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-500, filed 4/30/90, effective 5/31/90.]
(1) Any person applying for an
ash disposal permit or who owns or operates an ash generation or
disposal facility may apply to the department for a variance from
any section of this chapter. The application ((shall)) must be
accompanied by ((such)) information such as the department may
require.
(2) The applicant shall provide usual and reasonable public
notification within the area that will be impacted, including
publication in the area's major general circulation newspaper and
mailing notices to surrounding property owners. Proof of
compliance ((shall)) must be submitted with the variance
application.
(3) The department shall give public notice of an
application and allow a thirty-day public comment period. Notice
((shall)) must be mailed to persons who have written to the
department asking to be notified of all variance requests and
shall indicate that a public hearing may be requested.
(4) In considering a variance request, the department shall consider:
(a) The relative interests of the applicant, other property owners likely to be affected by the applicant's activity and the general public;
(b) If the ash handling practices or facility location protect public health, worker health, safety or the environment to a degree equal to or greater than the standard from which a variance is requested;
(c) Whether compliance with the ((regulation)) rule from
which the variance is sought would produce hardship without equal
or greater benefits to the public;
(d) Whether compliance with the ((regulation)) rule will
require spreading of costs over a considerable time period; and
(e) ((If)) Whether the timetable is for a period that is
((needed)) sufficient to comply with this chapter.
(5) The department shall approve or disapprove a variance request within ninety days of receipt unless the applicant and the department agree to a continuance.
(6) Any variance granted ((pursuant to)) under this section
may be renewed. Application for a variance renewal ((shall))
must be made at least sixty days ((prior to)) before the
expiration of the variance and must follow the application
process of subsections (1) through (5) of this section.
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-900, filed 4/30/90, effective 5/31/90.]
Maximum contaminant levels for ground water ((shall be))
are those specified in chapter 248-54 WAC, as the primary
drinking water standards. Analytical methods for these
contaminants may be found in the Code of Federal Regulations, 40
CFR Part 141. (These contaminant levels are to be considered
interim levels for the purpose of regulating disposal facilities
and ((shall)) must be used until ((such time as)) the department
establishes ground water quality standards for all types of
activities impacting ground water.)
[Statutory Authority: Chapter 70.138 RCW. 90-10-047, § 173-306-9901, filed 4/30/90, effective 5/31/90.]