Part 1.
TEXAS COMMISSION ON ENVIRONMENTAL QUALITY
Chapter 330.
MUNICIPAL SOLID WASTE
The Texas Commission on Environmental Quality (commission) adopts
amendments to §§330.2, 330.3, 330.14, 330.51, 330.53, 330.56, 330.64,
330.230, 330.231, 330.235, 330.238, 330.242, 330.303 - 330.305, 330.415, and
330.416. Sections 330.2, 330.51, 330.56, 330.238, 330.242, and 330.416 are
adopted
with changes
to the proposed text
as published in the May 30, 2003 issue of the
Texas
Register
(28 TexReg 4238). Sections 330.3, 330.14, 330.53, 330.64,
330.230, 330.231, 330.235, 330.303 - 330.305, and 330.415 are adopted
BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE ADOPTED RULES
Senate Bill (SB) 405, 77th Legislature, established the Texas Board of
Professional Geoscientists and the regulation of professional geoscientists.
The Texas Geoscience Practice Act (the Act) requires that a person may not
take responsible charge of a geoscientific report or a geoscientific portion
of a report required by state agency rule unless the person is licensed through
the Texas Board of Professional Geoscientists. The primary purpose of the
amendments is to establish regulations for the public practice of geoscience
in conformance with the Act by requiring a person who prepares and submits
geoscientific information to the commission to be a licensed professional
geoscientist. The Act also allows certain specified engineers to publicly
practice geoscience in conformance with the Act. According to the bill analysis
prepared at the time of passage, the ultimate purpose of the Act was public
safety through the public registration of the practice of geoscience.
SECTION BY SECTION DISCUSSION
Adopted §330.2, Definitions, amends the introductory paragraph by
deleting the word "shall" and the phrase "unless the context clearly indicates
otherwise." The definition of licensed professional geoscientist is added
as new paragraph (67). The definition of qualified groundwater scientist is
renumbered as paragraph (107) and revised to replace "scientist or engineer"
with "licensed geoscientist or licensed engineer." The definition of special
waste is renumbered as paragraph (135) and revised to update citations. The
definitions of commission, EPA, executive director, person, RCRA, and SWDA
are deleted because they are defined in 30 TAC §3.2, concerning Definitions,
and TWC and TACB are deleted because they are no longer used. The definitions
of shall and should are deleted because the Legislative Council's Drafting
Manual discusses the use of shall and certain other words for the purpose
of drafting regulatory requirements or prohibitions or authorizing certain
powers. The subsequent paragraphs are renumbered accordingly. Administrative
changes are made in paragraphs (8), (72), (135), and (137) from proposal to
correct punctuation and typographical errors.
The commission adopts several revisions to §330.3, Applicability,
including the addition of acronyms (e.g., "MSW" in subsections (a) and (h)
and "MSWLFs" in subsection (b)), and correction of references in subsections
(c) and (e) - (g). In subsection (f), a change is adopted to indicate that
a professional engineer must be licensed to practice in Texas, rather than
being registered to practice.
Adopted §330.14, Arid Exemption Process, amends paragraphs (8) and
(9) by eliminating the phrase "where appropriate" because the sealing of work
done for the public by licensed professional geoscientists or engineers will
always be appropriate. The term "groundwater scientist" is substituted for
"groundwater professional" in paragraph (9). Adopted §330.14 also includes
several administrative formatting corrections (e.g., correcting the name of
the agency from "Texas Water Commission" to "Texas Commission on Environmental
Quality").
Adopted §330.51(d), Permit Application for Municipal Solid Waste Facilities,
makes the legal citation to the Act and to the Engineering Practice Act. Subsection
(d)(1) states the responsibilities of the responsible engineer more concisely
and corrects the section number and title of the citation in the Texas Administrative
Code governing the use of engineers' seals. The commission adopts new subsection
(d)(2) which requires the responsible licensed professional geoscientist to
seal, sign, and date applicable items as required by the Act and in accordance
with any rules subsequently adopted by the Texas Board of Professional Geoscientists
concerning geoscientists' seals. Previously existing subsection (d)(2) is
renumbered as subsection (d)(3). An administrative change is made in subsection
(a)(2) from proposal to delete a cross-reference title.
The commission adopts amended §330.53(b)(11)(A) to simplify the double
preposition. In addition, the commission adopts several administrative revisions,
including correction of the statutory citation to the Texas Health and Safety
Code, addition of acronyms, addition of introductory clauses for grammatical
clarity, and correction of rule references to 30 TAC Chapter 301, concerning
Levee Improvement Districts, District Plans of Reclamation, and Levees and
Other Improvements.
The commission adopts revisions to §330.56, Attachments to the Site
Development Plan, which involve correcting typographical errors and acronyms,
rearranging wording and rewording to provide a more accurate description (e.g.,
replacing "after-level" with "after-equilibrium" in subsection (d)(5)(C)(i)),
and correcting rule references (e.g., changing the reference from §330.200
to §330.241 in subsection (e)(6) - (8) and other rule reference corrections
in subsection (k)). Administrative changes are made in subsections (d) and
(n) from proposal to correct formatting and typographical errors.
Adopted §330.64, Additional Standard Permit Conditions for Municipal
Solid Waste Facilities, requires that all revised drawings prepared by a licensed
professional engineer or a licensed professional geoscientist shall be signed
and sealed in accordance with the Act. The commission adopts a streamlining
measure by deleting existing §330.64(a), because the permit or permit
amendment is based on earlier submissions, and the post-permit issuance or
post-permit amendment issuance versions of the site development plan are considered
to be unnecessary. The remaining subsections are relettered to account for
this deletion. Other adopted revisions to §330.64 are the addition of
acronyms and the term "executive director" to replace outdated references
and streamlining the rule language in §330.64(b) to refer to the application
requirements of §330.51(e) instead of repeating those requirements in
relettered subsection (b). The commission also adopts adding requirements
for geoscientific plans and reports to relettered subsection (b), with similar
signing and sealing requirements for geoscientists as are currently required
for engineers.
Adopted §330.230, Applicability, corrects rule references and deletes
obsolete language. In subsection (a), the commission adds the statement, "Owners
and operators of MSWLF units shall comply with the groundwater monitoring
requirements of this subchapter." This statement retains the requirement to
comply with groundwater monitoring requirements which had been specified in
previously existing subsections (c) and (d) which are now deleted.
Adopted §330.231(e), Groundwater Monitoring Systems, substitutes "must"
for "shall" as discussed previously in this preamble and deletes unneeded
language in references.
Adopted §330.235, Assessment Monitoring Program, makes acronym additions
and nonsubstantive corrections to rule language and references.
Adopted §330.238, Implementation of the Corrective Action Program,
corrects rule references and makes nonsubstantive changes to rule language.
Administrative changes are made in subsection (e) from proposal to correct
formatting errors.
Adopted §330.242(a), Monitor-Well Construction Specifications, removes
an unnecessary hyphen between "solid" and "waste." Other nonsubstantive changes
to rule language are adopted. In subsection (a)(1)(A) and (D), the term "licensed
professional geoscientist" is substituted for "qualified geologist." The commission
adopts a rule reference correction in subsection (g) relating to plugging
and abandonment of monitoring wells. An administrative change is made in subsection
(a)(2)(A) from proposal to spell out an acronym.
Adopted §330.303(b), Fault Areas, replaces the demonstrative adjective
"such" with specific references to studies or conditions of differential subsidence
or faulting; replaces "geologist" with "licensed professional geoscientist";
and adds "licensed" before "professional engineer." Other revisions to §330.303(b)
are minor editorial revisions.
Adopted §330.304, Seismic Impact Zones, and adopted §330.305,
Unstable Areas, substitute "must" for "shall" as discussed previously in this
preamble.
Adopted §330.415(c), Additional Requirements for Municipal Solid Waste
Mining Facilities, replaces the phrase "a Registered Professional Engineer"
with "the licensed professional engineer"; replaces an indefinite article
with the definite article; and requires that all revised geological drawings
be signed and sealed by the licensed professional geoscientist responsible
for their preparation and included in the loose-leaf binder.
Adopted §330.416(f), Registration Application Preparation, corrects
the use of the demonstrative pronoun by substituting "that" for "which" to
introduce the restrictive clause describing the soil boring plan; and changes
a future tense to present tense. The phrases "soil boring plan" and "site
development plan" are lowercased throughout the section. In subsections (a)
and (m)(1), the term "registered" is replaced by "licensed" before "professional
engineer." Adopted subsection (m) recognizes the agency accepted use of "groundwater"
as a single word; inserts four necessary commas; lowercases the phrase "unified
soil classification"; replaces the demonstrative pronoun introducing a restrictive
clause by a conjunction; replaces a comma with a semicolon; and substitutes
the word "licensed" for "registered" before "professional engineer." Administrative
changes are made in subsections (h) and (m) from proposal to correct formatting
and typographical errors.
FINAL REGULATORY IMPACT ANALYSIS DETERMINATION
The commission reviewed the adopted rulemaking in light of the regulatory
analysis requirements of Texas Government Code, §2001.0225, and determined
that the rulemaking is not subject to §2001.0225 because it does not
meet the criteria for a "major environmental rule" as defined in that statute.
A "major environmental rule" means a rule, the specific intent of which,
is to protect the environment or reduce risks to human health from environmental
exposure and that may adversely affect in a material way the economy, a sector
of the economy, productivity, competition, jobs, the environment, or the public
health and safety of the state or a sector of the state.
The specific intent of the adopted rules is to establish regulations allowing
for the public practice of geoscience in agency procedures in conformance
with the Act. The Act requires that a person may not take responsible charge
of a geoscientific report or a geoscientific portion of a report required
by a state agency rule unless the person is licensed through the Texas Board
of Professional Geoscientists. The Act also allows certain specified engineers
to publicly practice geoscience in conformance with the Act. The adopted rules
are not specifically intended to protect the environment or reduce risks to
human health. The adopted rules are intended to establish procedures to require
that specific reports and necessary data submitted to the commission be produced,
signed, sealed, and dated by licensed professional geoscientists who have
obtained their licenses through the Texas Board of Professional Geoscientists,
and to make other corrections to the rules. Therefore, it is not anticipated
that the adopted rules will adversely affect in a material way the economy,
a sector of the economy, productivity, competition, jobs, the environment,
or the public health and safety of the state or a sector of the state. The
commission concludes that these adopted rules do not meet the definition of
major environmental rule.
Furthermore, even if the adopted rulemaking did meet the definition of
a major environmental rule, the amendments are not subject to Texas Government
Code, §2001.0225, because they do not accomplish any of the four results
specified in §2001.0225(a). Section 2001.0225(a) applies to a rule adopted
by an agency, the result of which is to: 1) exceed a standard set by federal
law, unless the rule is specifically required by state law; 2) exceed an express
requirement of state law, unless the rule is specifically required by federal
law; 3) exceed a requirement of a delegation agreement or contract between
the state and an agency or representative of the federal government to implement
a state and federal program; or 4) adopt a rule solely under the general powers
of the agency instead of under a specific state law.
In this case, the adopted amendments to Chapter 330 do not meet any of
these requirements. First, there are no applicable federal standards that
these rules would address. Second, the adopted rules do not exceed an express
requirement of state law. Third, there is no delegation agreement that would
be exceeded by these adopted rules. Fourth, the commission adopts these rules
to allow for the public practice of geoscience in agency procedures in conformance
with the Act. Therefore, the commission does not adopt the rules solely under
the commission's general powers.
TAKINGS IMPACT ASSESSMENT
The commission evaluated these rules and performed an assessment of whether
these rules constitute a takings under Texas Government Code, Chapter 2007.
The specific intent of the rules is to establish regulations allowing for
the public practice of geoscience in agency procedures in conformance with
the Act. The rules would substantially advance this stated purpose by requiring
that specific reports and necessary data submitted to the commission be produced,
signed, sealed, and dated by licensed professional geoscientists who have
obtained their licenses through the Texas Board of Professional Geoscientists.
Promulgation and enforcement of these rules would be neither a statutory
nor a constitutional taking of private real property. Specifically, the rules
do not affect a landowner's rights in private real property by burdening private
real property, nor restricting or limiting a landowner's right to property,
or reducing the value of property by 25% or more beyond that which would otherwise
exist in the absence of the adopted rulemaking. These rules simply require
that specific portions of applications or necessary data submitted to the
commission be produced, signed, sealed, and dated by a qualified professional
individual who has demonstrated his or her qualifications by obtaining a license
to engage in the public practice of geoscience from the Texas Board of Professional
Geoscientists. The Act also allows certain specified engineers to publicly
practice geoscience in conformance with the Act. These rules do not affect
any private real property.
There are no burdens imposed on private real property, and the benefits
to society are better applications for environmental permits based upon reliable
reports and data submitted by qualified licensed professional geoscientists.
CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM
The commission reviewed the adopted rulemaking and found that the adoption
is a rulemaking identified in Coastal Coordination Act Implementation Rules,
31 TAC §505.11(b)(2), relating to Actions and Rules Subject to the Texas
Coastal Management Program (CMP), or will affect an action and/or authorization
identified in Coastal Coordination Act Implementation Rules, 31 TAC §505.11(a)(6).
The commission prepared a consistency determination for the rules under 31
TAC §505.22 and found that the rulemaking is consistent with the applicable
CMP goals and policies. The CMP goal applicable to the rulemaking is the goal
to protect, preserve, restore, and enhance the diversity, quality, quantity,
functions, and values of coastal natural resource areas. CMP policies applicable
to the adopted rules include the construction and operation of solid waste
treatment, storage, and disposal facilities, and the discharge of municipal
and industrial wastewater to coastal waters. Promulgation and enforcement
of these rules will not violate (exceed) any standards identified in the applicable
CMP goals and policies because the adopted rule changes do not modify or alter
standards set forth in existing rules, and do not govern or authorize any
actions subject to the CMP. The adopted rulemaking would require a person
who prepares and submits geoscientific information to the agency to be a licensed
professional geoscientist. The Act also allows certain specified engineers
to publicly practice geoscience in conformance with the Act.
PUBLIC COMMENT
A public hearing was not held on this rulemaking and no comments were received
during the comment period, which closed June 30, 2003.
Subchapter A. GENERAL INFORMATION
30 TAC §§330.2, 330.3, 330.14
STATUTORY AUTHORITY
The amendments are adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; Texas Health and Safety Code, §361.024,
which authorizes the commission to establish standards of operation for the
management and control of solid waste; and Texas Civil Statutes, Article 3271b,
the Act, which authorizes the public practice of geoscience in the State of
Texas.
§330.2.Definitions.
Unless otherwise noted, all terms contained in this section are defined
by their plain meaning. This section contains definitions for terms that appear
throughout this chapter. Additional definitions may appear in the specific
section to which they apply. As used in this chapter, words in the masculine
gender also include the feminine and neuter genders, words in the feminine
gender also include the masculine and neuter genders; words in the singular
include the plural and words in the plural include the singular. The following
words and terms, when used in this chapter, have the following meanings.
(1)
100-year flood--A flood that has a 1.0% or greater chance
of recurring in any given year or a flood of a magnitude equalled or exceeded
once in 100 years on the average over a significantly long period.
(2)
Acid--A substance containing hydrogen that will release
hydrogen (hydronium) ions when dissolved in water. Acids will have a pH of
less than 7.0 and usually have a sour taste and will cause blue litmus dye
to turn red.
(3)
Active life--The period of operation beginning with the
initial receipt of solid waste and ending at certification/completion of closure
activities in accordance with §§330.250 - 330.253 of this title
(relating to Closure and Post-Closure).
(4)
Active portion--That part of a facility or unit that has
received or is receiving wastes and that has not been closed in accordance
with §§330.250 - 330.253 of this title.
(5)
Airport--A public-use airport open to the public without
prior permission and without restrictions within the physical capacities of
available facilities.
(6)
Aquifer--A geological formation, group of formations, or
portion of a formation capable of yielding significant quantities of groundwater
to wells or springs.
(7)
Areas susceptible to mass movements--Areas of influence
(i.e., areas characterized as having an active or substantial possibility
of mass movement) where the movement of earth material at, beneath, or adjacent
to the municipal solid waste landfill unit, because of natural or man-induced
events, results in the downslope transport of soil and rock material by means
of gravitational influence. Areas of mass movement include, but are not limited
to, landslides, avalanches, debris slides and flows, soil fluction, block
sliding, and rock fall.
(8)
Asbestos-containing materials--Include the following.
(A)
Category I nonfriable asbestos-containing material (ACM)
means asbestos-containing packings, gaskets, resilient floor covering, and
asphalt roofing products containing more than 1.0% asbestos as determined
using the method specified in Appendix A, Subpart F, 40 Code of Federal Regulations
(CFR), Part 763, §1, Polarized Light Microscopy (40 CFR Part 763, §1).
(B)
Category II nonfriable ACM means any material, excluding
Category I nonfriable ACM, containing more than 1.0% asbestos as determined
using the methods specified in 40 CFR Part 763, §1, that, when dry, cannot
be crumbled, pulverized, or reduced to powder by hand pressure.
(C)
Friable ACM means any material containing more than 1.0%
asbestos that, when dry, can be crumbled, pulverized, or reduced to powder
by hand pressure.
(D)
Nonfriable ACM means any material containing more than
1.0% asbestos that, when dry, cannot be crumbled, pulverized, or reduced to
powder by hand pressure.
(9)
ASTM--The American Society of Testing and Materials.
(10)
Battery--An electrochemical device that generates electric
current by converting chemical energy. Its essential components are positive
and negative electrodes made of more or less electrically conductive materials,
a separate medium, and an electrolyte. There are four major types:
(A)
primary batteries (dry cells);
(B)
storage or secondary batteries;
(C)
nuclear and solar cells or energy converters; and
(D)
fuel cells.
(11)
Battery acid (also known as electrolyte acid)--A solution
of not more than 47% sulfuric acid in water suitable for use in storage batteries,
which is water white, odorless, and practically free from iron.
(12)
Battery retailer--A person or business location that sells
lead-acid batteries to the general public, without restrictions to limit purchases
to institutional or industrial clients only.
(13)
Battery wholesaler--A person or business location that
sells lead-acid batteries directly to battery retailers, to government entities
by contract sale, or to large-volume users, either directly or by contract
sale.
(14)
Bird hazard--An increase in the likelihood of bird/aircraft
collisions that may cause damage to an aircraft or injury to its occupants.
(15)
Brush--Cuttings or trimmings from trees, shrubs, or lawns
and similar materials.
(16)
Buffer zone--A zone free of municipal solid waste processing
and disposal activities adjacent to the site boundary.
(17)
CFR--Code of Federal Regulations.
(18)
Citizens' collection station--A facility established for
the convenience and exclusive use of residents (not commercial or industrial
users or collection vehicles). The facility may consist of one or more storage
containers, bins, or trailers.
(19)
Class I industrial solid waste--See industrial solid waste.
(20)
Collection--The act of removing solid waste (or materials
that have been separated for the purpose of recycling) for transport elsewhere.
(21)
Collection system--The total process of collecting and
transporting solid waste. It includes storage containers; collection crews,
vehicles, equipment and management; and operating procedures. Systems are
classified as municipal, contractor, or private.
(22)
Commercial solid waste--All types of solid waste generated
by stores, offices, restaurants, warehouses, and other nonmanufacturing activities,
excluding residential and industrial wastes.
(23)
Compacted waste--Waste that has been reduced in volume
by a collection vehicle or other means including, but not limited to, dewatering,
composting, incineration, and similar processes, with the exception of waste
that has been reduced in volume by a small, in-house compactor device owned
and/or operated by the generator of the waste.
(24)
Composite liner--A liner system consisting of two components:
the upper component must consist of a minimum 30-mil flexible membrane liner
(FML) or minimum 60-mil high-density polyethylene and the lower component
must consist of at least a two-foot layer of compacted soil with a hydraulic
conductivity of no more than 1 x 10
-7
cm/sec.
The FML component must be installed in direct and uniform contact with the
compacted soil component.
(25)
Compost--The stabilized product of the decomposition process
that is used or sold for use as a soil amendment, artificial top soil, growing
medium amendment, or other similar uses.
(26)
Composting--The controlled biological decomposition of
organic materials through microbial activity.
(27)
Conditionally exempt small-quantity generator--A person
who generates no more than 220 pounds of hazardous waste in a calendar month.
(28)
Construction-demolition waste--Waste resulting from construction
or demolition projects; includes all materials that are directly or indirectly
the by-products of construction work or that result from demolition of buildings
and other structures, including, but not limited to, paper, cartons, gypsum
board, wood, excelsior, rubber, and plastics.
(29)
Contaminate--The man-made or man-induced alteration of
the chemical, physical, biological, or radiological integrity of ground or
surface water.
(30)
Controlled burning--The combustion of solid waste with
control of combustion air to maintain adequate temperature for efficient combustion;
containment of the combustion reaction in an enclosed device to provide sufficient
residence time and mixing for complete combustion; and control of the emission
of the combustion products, i.e., incineration in an incinerator.
(31)
Discard--To abandon a material and not use, reuse, reclaim,
or recycle it. A material is abandoned by being disposed of; burned or incinerated
(except where the material is being burned as a fuel for the purpose of recovering
usable energy); or physically, chemically, or biologically treated (other
than burned or incinerated) in lieu of or prior to being disposed.
(32)
Discharge--Includes deposit, conduct, drain, emit, throw,
run, allow to seep, or otherwise release, or to allow, permit, or suffer any
of these acts or omissions.
(33)
Discharge of dredged material--Any addition of dredged
material into the waters of the United States. The term includes, without
limitation, the addition of dredged material to a specified disposal site
located in waters of the United States and the runoff or overflow from a contained
land or water disposal area.
(34)
Discharge of fill material--The addition of fill material
into waters of the United States. The term generally includes placement of
fill necessary to the construction of any structure in waters of the United
States: the building of any structure or improvement requiring rock, sand,
dirt, or other inert material for its construction; the building of dams,
dikes, levees, and riprap.
(35)
Discharge of pollutant--Any addition of any pollutant
to navigable waters from any point source or any addition of any pollutant
to the waters of the contiguous zone or the ocean from any point source.
(36)
Displacement--The measured or estimated distance between
two formerly adjacent points situated on opposite walls of a fault (synonymous
with net slip).
(37)
Disposal--The discharge, deposit, injection, dumping,
spilling, leaking, or placing of any solid waste or hazardous waste (whether
containerized or uncontainerized) into or on any land or water so that such
solid waste or hazardous waste or any constituent thereof may enter the environment
or be emitted into the air or discharged into any waters, including groundwater.
(38)
Dredged material--Material that is excavated or dredged
from waters of the United States.
(39)
Drinking-water intake--The point at which water is withdrawn
from any water well, spring, or surface water body for use as drinking water
for humans, including standby public water supplies.
(40)
Elements of nature--Rainfall, snow, sleet, hail, wind,
sunlight, or other natural phenomenon.
(41)
Endangered or threatened species--Any species listed as
such under Federal Endangered Species Act, §4, 16 United States Code, §1536,
as amended or under the Texas Endangered Species Act.
(42)
Essentially insoluble--Any material that, if representatively
sampled and placed in static or dynamic contact with deionized water at ambient
temperature for seven days, will not leach any quantity of any constituent
of the material into the water in excess of the maximum contaminant levels
in 40 Code of Federal Regulations (CFR) Part 141, Subparts B and G, and 40
CFR Part 143 for total dissolved solids.
(43)
Existing municipal solid waste landfill unit--Any municipal
solid waste landfill unit that received solid waste as of October 9, 1993.
Waste placement in existing units must be consistent with past operating practices
or modified practices to ensure good management.
(44)
Experimental project--Any new proposed method of managing
municipal solid waste, including resource and energy recovery projects, that
appears to have sufficient merit to warrant commission approval.
(45)
Facility--All contiguous land and structures, other appurtenances,
and improvements on the land used for the storage, processing, or disposal
of solid waste.
(46)
Fault--A fracture or a zone of fractures in any material
along which strata, rocks, or soils on one side have been displaced with respect
to those on the other side.
(47)
Fill material--Any material used for the primary purpose
of filling an excavation.
(48)
Floodplain--The lowland and relatively flat areas adjoining
inland and coastal waters, including flood-prone areas of offshore islands,
that are inundated by the 100-year flood.
(49)
Garbage--Solid waste consisting of putrescible animal
and vegetable waste materials resulting from the handling, preparation, cooking,
and consumption of food, including waste materials from markets, storage facilities,
handling, and sale of produce and other food products.
(50)
Gas condensate--The liquid generated as a result of any
gas recovery process at a municipal solid waste facility.
(51)
Generator--Any person, by site or location, whose act
or process produces a solid waste or first causes it to become regulated.
(52)
Groundwater--Water below the land surface in a zone of
saturation.
(53)
Hazardous waste--Any solid waste identified or listed
as a hazardous waste by the administrator of the EPA under the federal Solid
Waste Disposal Act, as amended by RCRA, 42 United States Code, §§6901
(54)
Holocene--The most recent epoch of the Quaternary Period,
extending from the end of the Pleistocene Epoch to the present.
(55)
Household waste--Any solid waste (including garbage, trash,
and sanitary waste in septic tanks) derived from households (including single
and multiple residences, hotels, and motels, bunkhouses, ranger stations,
crew quarters, campgrounds, picnic grounds, and day-use recreation areas);
does not include yard waste or brush that is completely free of any household
wastes.
(56)
Industrial hazardous waste--Hazardous waste determined
to be of industrial origin.
(57)
Industrial solid waste--Solid waste resulting from or
incidental to any process of industry or manufacturing, or mining or agricultural
operations, classified as follows.
(A)
Class I industrial solid waste or Class I waste is any
industrial solid waste designated as Class I by the executive director as
any industrial solid waste or mixture of industrial solid wastes that because
of its concentration or physical or chemical characteristics is toxic, corrosive,
flammable, a strong sensitizer or irritant, a generator of sudden pressure
by decomposition, heat, or other means, and may pose a substantial present
or potential danger to human health or the environment when improperly processed,
stored, transported, or otherwise managed, including hazardous industrial
waste, as defined in §335.1 of this title (relating to Definitions) and §335.505
of this title (relating to Class 1 Waste Determination).
(B)
Class II industrial solid waste is any individual solid
waste or combination of industrial solid wastes that cannot be described as
Class I or Class III, as defined in §335.506 of this title (relating
to Class 2 Waste Determination).
(C)
Class III industrial solid waste is any inert and essentially
insoluble industrial solid waste, including materials such as rock, brick,
glass, dirt, and certain plastics and rubber, etc., that are not readily decomposable
as defined in §335.507 of this title (relating to Class 3 Waste Determination).
(58)
Inert material--A naturally occurring nonputrescible material
that is essentially insoluble such as soil, dirt, clay, sand, gravel, and
rock.
(59)
In situ--In natural or original position.
(60)
Karst terrain--An area where karst topography, with its
characteristic surface and/or subterranean features, is developed principally
as the result of dissolution of limestone, dolomite, or other soluble rock.
Characteristic physiographic features present in karst terrains include, but
are not limited to, sinkholes, sinking streams, caves, large springs, and
blind valleys.
(61)
Lateral expansion--A horizontal expansion of the waste
boundaries of an existing municipal solid waste landfill unit.
(62)
Land application of solid waste--The disposal or use of
solid waste (including, but not limited to, sludge or septic tank pumpings
or mixture of shredded waste and sludge) in which the solid waste is applied
within three feet of the surface of the land.
(63)
Leachate--A liquid that has passed through or emerged
from solid waste and contains soluble, suspended, or miscible materials removed
from such waste.
(64)
Lead--The metal element, atomic number 82, atomic weight
207.2, with the chemical symbol Pb.
(65)
Lead acid battery--A secondary or storage battery that
uses lead as the electrode and dilute sulfuric acid as the electrolyte and
is used to generate electrical current.
(66)
License--
(A)
A document issued by an approved county authorizing and
governing the operation and maintenance of a municipal solid waste facility
used to process, treat, store, or dispose of municipal solid waste, other
than hazardous waste, in an area not in the territorial limits or extraterritorial
jurisdiction of a municipality.
(B)
An occupational license as defined in Chapter 30 of this
title (relating to Occupational Licenses and Registrations).
(67)
Licensed professional geoscientist--A geoscientist who
maintains a current license through the Texas Board of Professional Geoscientists
in accordance with its requirements for professional practice.
(68)
Liquid waste--Any waste material that is determined to
contain "free liquids" as defined by EPA Method 9095 (Paint Filter Test),
as described in "Test Methods for Evaluating Solid Wastes, Physical/Chemical
Methods" (EPA Publication Number SW-846).
(69)
Litter--Rubbish and putrescible waste.
(70)
Lower explosive limit--The lowest percent by volume of
a mixture of explosive gases in air that will propagate a flame at 25 degrees
Celsius and atmospheric pressure.
(71)
Man-made inert material--Those non-putrescible, essentially
insoluble materials fabricated by man that are not included under the definition
of rubbish.
(72)
Medical waste--Waste generated by health care-related
facilities and associated with health care activities, not including garbage
or rubbish generated from offices, kitchens, or other non-health care activities.
The term includes special waste from health care-related facilities which
is comprised of animal waste, bulk blood and blood products, microbiological
waste, pathological waste, and sharps as those terms are defined in 25 TAC §1.132
(relating to Definitions). The term does not include medical waste produced
on farmland and ranchland as defined in Agriculture Code, §252.001(6)
(Definitions - Farmland or ranchland), nor does the term include artificial,
nonhuman materials removed from a patient and requested by the patient, including,
but not limited to, orthopedic devices and breast implants.
(73)
Monofill--A landfill or landfill trench into which only
one type of waste is placed.
(74)
MSWLF--Municipal solid waste landfill facility.
(75)
Municipal hazardous waste--Any municipal solid waste or
mixture of municipal solid wastes that has been identified or listed as a
hazardous waste by the administrator of the EPA.
(76)
Municipal solid waste--Solid waste resulting from, or
incidental to, municipal, community, commercial, institutional, and recreational
activities, including garbage, rubbish, ashes, street cleanings, dead animals,
abandoned automobiles, and all other solid waste other than industrial solid
waste.
(77)
Municipal solid waste facility--All contiguous land, structures,
other appurtenances, and improvements on the land used for processing, storing,
or disposing of solid waste. A facility may be publicly or privately owned
and may consist of several processing, storage, or disposal operational units,
e.g., one or more landfills, surface impoundments, or combinations of them.
(78)
Municipal solid waste landfill unit--A discrete area of
land or an excavation that receives household waste and that is not a land
application unit, surface impoundment, injection well, or waste pile, as those
terms are defined under 40 Code of Federal Regulations §257.2. A municipal
solid waste landfill (MSWLF) unit also may receive other types of RCRA Subtitle
D wastes, such as commercial solid waste, nonhazardous sludge, conditionally
exempt small-quantity generator waste, and industrial solid waste. Such a
landfill may be publicly or privately owned. An MSWLF unit may be a new MSWLF
unit, an existing MSWLF unit, or a lateral expansion.
(79)
Municipal solid waste site--A plot of ground designated
or used for the processing, storage, or disposal of solid waste.
(80)
Navigable waters--The waters of the United States, including
the territorial seas.
(81)
New municipal solid waste landfill unit--Any municipal
solid waste landfill unit that has not received waste prior to October 9,
1993.
(82)
Nonpoint source--Any origin from which pollutants emanate
in an unconfined and unchanneled manner, including, but not limited to, surface
runoff and leachate seeps.
(83)
Non-RACM--Non-regulated asbestos-containing material as
defined in 40 Code of Federal Regulations Part 61. This is asbestos material
in a form such that potential health risks resulting from exposure to it are
minimal.
(84)
Nuisance--Municipal solid waste that is stored, processed,
or disposed of in a manner that causes the pollution of the surrounding land,
the contamination of groundwater or surface water, the breeding of insects
or rodents, or the creation of odors adverse to human health, safety, or welfare.
(85)
Open burning--The combustion of solid waste without:
(A)
control of combustion air to maintain adequate temperature
for efficient combustion;
(B)
containment of the combustion reaction in an enclosed device
to provide sufficient residence time and mixing for complete combustion; and
(C)
control of the emission of the combustion products.
(86)
Operate--To conduct, work, run, manage, or control.
(87)
Operating record--All plans, submittals, and correspondence
for a municipal solid waste landfill facility required under this chapter;
required to be maintained at the facility or at a nearby site acceptable to
the executive director.
(88)
Operation--A municipal solid waste site or facility is
considered to be in operation from the date that solid waste is first received
or deposited at the municipal solid waste site or facility until the date
that the site or facility is properly closed in accordance with this chapter.
(89)
Operator--The person(s) responsible for operating the
facility or part of a facility.
(90)
Opposed case--A case when one or more parties appear,
or make their appearance, in opposition to an application and are designated
as opponent parties by the hearing examiner either at or before the public
hearing on the application.
(91)
Other regulated medical waste--Medical waste that is not
included within special waste from health care-related facilities but that
is subject to special handling requirements within the generating facility
by other state or federal agencies, excluding medical waste subject to 25
TAC Chapter 289 (concerning Radiation Control).
(92)
Owner--The person who owns a facility or part of a facility.
(93)
PCB--Polychlorinated biphenyl molecule.
(94)
Polychlorinated biphenyl waste(s)--Those polychlorinated
biphenyls (PCBs) and PCB items that are subject to the disposal requirements
of 40 Code of Federal Regulations (CFR) Part 761. Substances that are regulated
by 40 CFR Part 761 include, but are not limited to: PCB articles, PCB article
containers, PCB containers, PCB-contaminated electrical equipment, PCB equipment,
PCB transformers, recycled PCBs, capacitors, microwave ovens, electronic equipment,
and light ballasts and fixtures.
(95)
Permit--A written permit issued by the commission that,
by its conditions, may authorize the owner or operator to construct, install,
modify, or operate a specified municipal solid waste storage, processing,
or disposal facility in accordance with specific limitations.
(96)
Point of compliance--A vertical surface located no more
than 500 feet from the hydraulically downgradient limit of the waste management
unit boundary, extending down through the uppermost aquifer underlying the
regulated units, and located on land owned by the owner of the permitted facility.
(97)
Point source--Any discernible, confined, and discrete
conveyance, including, but not limited to, any pipe, ditch, channel, tunnel,
conduit, well, or discrete fissure from which pollutants are or may be discharged.
(98)
Pollutant--Contaminated dredged spoil, solid waste, contaminated
incinerator residue, sewage, sewage sludge, munitions, chemical wastes, or
biological materials discharged into water.
(99)
Pollution--The man-made or man-induced alteration of the
chemical, physical, biological, or radiological integrity of an aquatic ecosystem.
(100)
Poor foundation conditions--Areas where features exist
which indicate that a natural or man- induced event may result in inadequate
foundation support for the structural components of a municipal solid waste
landfill unit.
(101)
Population equivalent--The hypothetical population that
would generate an amount of solid waste equivalent to that actually being
managed based on a generation rate of five pounds per capita per day and applied
to situations involving solid waste not necessarily generated by individuals.
It is assumed, for the purpose of these sections, that the average volume
per ton of waste entering a municipal solid waste disposal facility is three
cubic yards. For the purposes of these sections, the following population
equivalents shall apply:
(A)
8,000 persons - 20 tons per day or 60 cubic yards per day;
(B)
5,000 persons - 12 1/2 tons or 37 1/2 cubic yards per day;
(C)
1,500 persons - 3 3/4 tons or 11 1/4 cubic yards per day;
(D)
1,000 persons - 225 pounds of wastewater treatment plant
sludge per day (dry-weight basis).
(102)
Post-consumer waste--A material or product that has served
its intended use and has been discarded after passing through the hands of
a final user. For the purposes of this subchapter, the term does not include
industrial or hazardous waste.
(103)
Premises--A tract of land with the buildings thereon,
or a building or part of a building with its grounds or other appurtenances.
(104)
Processing--Activities including, but not limited to,
the extraction of materials, transfer, volume reduction, conversion to energy,
or other separation and preparation of solid waste for reuse or disposal,
including the treatment or neutralization of hazardous waste, designed to
change the physical, chemical, or biological character or composition of any
hazardous waste to neutralize such waste, or to recover energy or material
from the waste, or to render such waste nonhazardous or less hazardous; safer
to transport, store, dispose of, or make it amenable for recovery, amenable
for storage, or reduced in volume. Unless the executive director determines
that regulation of such activity under these rules is necessary to protect
human health or the environment, the definition of "processing" does not include
activities relating to those materials exempted by the administrator of the
EPA under the federal Solid Waste Disposal Act, as amended by RCRA, 42 United
States Code, §§6901
et seq
., as
amended.
(105)
Public highway--The entire width between property lines
of any road, street, way, thoroughfare, bridge, public beach, or park in this
state, not privately owned or controlled, if any part of the road, street,
way, thoroughfare, bridge, public beach, or park is opened to the public for
vehicular traffic, is used as a public recreational area, or is under the
state's legislative jurisdiction through its police power.
(106)
Putrescible waste--Organic wastes, such as garbage, wastewater
treatment plant sludge, and grease trap waste, that is capable of being decomposed
by microorganisms with sufficient rapidity as to cause odors or gases or is
capable of providing food for or attracting birds, animals, and disease vectors.
(107)
Qualified groundwater scientist--A licensed geoscientist
or licensed engineer who has received a baccalaureate or post-graduate degree
in the natural sciences or engineering and has sufficient training in groundwater
hydrology and related fields as may be demonstrated by state registration,
professional certifications, or completion of accredited university programs
that enable the individual to make sound professional judgments regarding
groundwater monitoring, contaminant fate and transport, and corrective action.
(108)
RACM--Regulated asbestos-containing material as defined
in 40 Code of Federal Regulations Part 61, as amended, includes: friable asbestos
material, Category I nonfriable asbestos-containing material (ACM) that has
become friable; Category I nonfriable ACM that will be, or has been, subjected
to sanding, grinding, cutting, or abrading; or Category II nonfriable ACM
that has a high probability of becoming, or has become, crumbled, pulverized,
or reduced to powder by the forces expected to act on the material in the
course of demolition or renovation operations.
(109)
Radioactive waste--Waste that requires specific licensing
under Texas Health and Safety Code, Chapter 401, and the rules adopted by
the commission under that law.
(110)
Recyclable material--A material that has been recovered
or diverted from the nonhazardous waste stream for purposes of reuse, recycling,
or reclamation, a substantial portion of which is consistently used in the
manufacture of products that may otherwise be produced using raw or virgin
materials. Recyclable material is not solid waste. However, recyclable material
may become solid waste at such time, if any, as it is abandoned or disposed
of rather than recycled, whereupon it will be solid waste with respect only
to the party actually abandoning or disposing of the material.
(111)
Recycling--A process by which materials that have served
their intended use or are scrapped, discarded, used, surplus, or obsolete
are collected, separated, or processed and returned to use in the form of
raw materials in the production of new products. Except for mixed municipal
solid waste composting, that is, composting of the typical mixed solid waste
stream generated by residential, commercial, and/or institutional sources,
recycling includes the composting process if the compost material is put to
beneficial use.
(112)
Refuse--Same as rubbish.
(113)
Registration--The act of filing information for specific
solid waste management activities that do not require a permit, as determined
by this chapter.
(114)
Regulated hazardous waste--A solid waste that is a hazardous
waste as defined in 40 Code of Federal Regulations (CFR) §261.3, and
that is not excluded from regulation as a hazardous waste under 40 CFR §261.4(b),
or that was not generated by a conditionally exempt small-quantity generator.
(115)
Relevant point of compliance--See point of compliance.
(116)
Resource recovery--The recovery of material or energy
from solid waste.
(117)
Resource recovery site--A solid waste processing site
at which solid waste is processed for the purpose of extracting, converting
to energy, or otherwise separating and preparing solid waste for reuse.
(118)
Rubbish--Nonputrescible solid waste (excluding ashes),
consisting of both combustible and noncombustible waste materials. Combustible
rubbish includes paper, rags, cartons, wood, excelsior, furniture, rubber,
plastics, yard trimmings, leaves, or similar materials; noncombustible rubbish
includes glass, crockery, tin cans, aluminum cans, metal furniture, and similar
materials that will not burn at ordinary incinerator temperatures (1,600 degrees
Fahrenheit to 1,800 degrees Fahrenheit).
(119)
Run-off--Any rainwater, leachate, or other liquid that
drains over land from any part of a facility.
(120)
Run-on--Any rainwater, leachate, or other liquid that
drains over land onto any part of a facility.
(121)
Salvaging--The controlled removal of waste materials
for utilization, recycling, or sale.
(122)
Saturated zone--That part of the earth's crust in which
all voids are filled with water.
(123)
Scavenging--The uncontrolled and unauthorized removal
of materials at any point in the solid waste management system.
(124)
Scrap tire--Any tire that can no longer be used for its
original intended purpose.
(125)
Seasonal high water table--The highest measured or calculated
water level in an aquifer during investigations for a permit application and/or
any groundwater characterization studies at a site.
(126)
Septage--The liquid and solid material pumped from a
septic tank, cesspool, or similar sewage treatment system.
(127)
Site--Same as facility.
(128)
Site development plan--A document, prepared by the design
engineer, that provides a detailed design with supporting calculations and
data for the development and operation of a solid waste site.
(129)
Site operating plan--A document, prepared by the design
engineer in collaboration with the site operator, that provides guidance to
site management and operating personnel in sufficient detail to enable them
to conduct day-to-day operations throughout the life of the site in a manner
consistent with the engineer's design and the commission's regulations.
(130)
Site operator--The holder of, or the applicant for, a
permit (or license) for a municipal solid waste site.
(131)
Sludge--Any solid, semi-solid, or liquid waste generated
from a municipal, commercial, or industrial wastewater treatment plant, water-supply
treatment plant, or air pollution control facility, exclusive of the treated
effluent from a wastewater treatment plant.
(132)
Small municipal solid waste landfill--A municipal solid
waste landfill at which less than 20 tons of municipal solid waste are disposed
of daily based on an annual average.
(133)
Solid waste--Garbage, rubbish, refuse, sludge from a
wastewater treatment plant, water supply treatment plant, or air pollution
control facility, and other discarded material, including solid, liquid, semi-solid,
or contained gaseous material resulting from industrial, municipal, commercial,
mining, and agricultural operations and from community and institutional activities.
The term does not include:
(A)
solid or dissolved material in domestic sewage, or solid
or dissolved material in irrigation return flows, or industrial discharges
subject to regulation by permit issued under Texas Water Code, Chapter 26;
(B)
soil, dirt, rock, sand, and other natural or man-made inert
solid materials used to fill land if the object of the fill is to make the
land suitable for the construction of surface improvements; or
(C)
waste materials that result from activities associated
with the exploration, development, or production of oil or gas or geothermal
resources and other substance or material regulated by the Railroad Commission
of Texas under Natural Resources Code, §91.101, unless the waste, substance,
or material results from activities associated with gasoline plants, natural
gas liquids processing plants, pressure maintenance plants, or repressurizing
plants and is hazardous waste as defined by the administrator of the EPA under
the federal Solid Waste Disposal Act, as amended by RCRA, as amended (42 United
States Code, §§6901
et seq
.).
(134)
Source-separated recyclable material--Recyclable material
from residential, commercial, municipal, institutional, recreational, industrial,
and other community activities, that at the point of generation has been separated,
collected, and transported separately from municipal solid waste, or transported
in the same vehicle as municipal solid waste, but in separate containers or
compartments. Source-separation does not require the recovery or separation
of non-recyclable components that are integral to a recyclable product, including:
(A)
the non-recyclable components of white goods, whole computers,
whole automobiles, or other manufactured items for which dismantling and separation
of recyclable from non-recyclable components by the generator are impractical,
such as insulation or electronic components in white goods;
(B)
source-separated recyclable material rendered unmarketable
by damage during collection, unloading, and sorting, such as broken recyclable
glass; and
(C)
tramp materials, such as:
(i)
glass from recyclable metal windows;
(ii)
nails and roofing felt attached to recyclable shingles;
(iii)
nails and sheetrock attached to recyclable lumber generated
through the demolition of buildings; and
(iv)
pallets and packaging materials.
(135)
Special waste--Any solid waste or combination of solid
wastes that because of its quantity, concentration, physical or chemical characteristics,
or biological properties requires special handling and disposal to protect
the human health or the environment. If improperly handled, transported, stored,
processed, or disposed of or otherwise managed, it may pose a present or potential
danger to the human health or the environment. Special wastes are:
(A)
hazardous waste from conditionally exempt small-quantity
generators that may be exempt from full controls under §§335.401
- 335.403 and 335.405 - 335.412 of this title (relating to Household Materials
Which Could Be Classified as Hazardous Wastes);
(B)
Class I industrial nonhazardous waste not routinely collected
with municipal solid waste;
(C)
special waste from health care-related facilities (refers
to certain items of medical waste);
(D)
municipal wastewater treatment plant sludges, other types
of domestic sewage treatment plant sludges, and water-supply treatment plant
sludges;
(E)
septic tank pumpings;
(F)
grease and grit trap wastes;
(G)
wastes from commercial or industrial wastewater treatment
plants; air pollution control facilities; and tanks, drums, or containers,
used for shipping or storing any material that has been listed as a hazardous
constituent in 40 Code of Federal Regulations (CFR), Part 261, Appendix VIII
but has not been listed as a commercial chemical product in 40 CFR §261.33(e)
or (f);
(H)
slaughterhouse wastes;
(I)
dead animals;
(J)
drugs, contaminated foods, or contaminated beverages, other
than those contained in normal household waste;
(K)
pesticide (insecticide, herbicide, fungicide, or rodenticide)
containers;
(L)
discarded materials containing asbestos;
(M)
incinerator ash;
(N)
soil contaminated by petroleum products, crude oils, or
chemicals;
(O)
used oil;
(P)
light ballasts and/or small capacitors containing polychlorinated
biphenyl compounds;
(Q)
waste from oil, gas, and geothermal activities subject
to regulation by the Railroad Commission of Texas when those wastes are to
be processed, treated, or disposed of at a solid waste management facility
permitted under this chapter;
(R)
waste generated outside the boundaries of Texas that contains:
(i)
any industrial waste;
(ii)
any waste associated with oil, gas, and geothermal exploration,
production, or development activities; or
(iii)
any item listed as a special waste in this paragraph;
(S)
any waste stream other than household or commercial garbage,
refuse, or rubbish;
(T)
lead acid storage batteries; and
(U)
used-oil filters from internal combustion engines.
(136)
Special waste from health care-related facilities--Includes
animal waste, bulk human blood, blood products, body fluids, microbiological
waste, pathological waste, and sharps as defined in 25 TAC §1.132 (concerning
Definitions).
(137)
Stabilized sludges--Those sludges processed to significantly
reduce pathogens, by processes specified in 40 Code of Federal Regulations
Part 257, Appendix II.
(138)
Storage--The holding of solid waste for a temporary period,
at the end of which the solid waste is processed, disposed of, or stored elsewhere.
Facilities established as a neighborhood collection point for only nonputrescible
source-separated recyclable material, as a collection point for consolidation
of parking lot or street sweepings or wastes collected and received in sealed
plastic bags from such activities as periodic city-wide cleanup campaigns
and cleanup of rights-of-way or roadside parks, or for accumulation of used
or scrap tires prior to transportation to a processing or disposal site are
considered examples of storage facilities. Storage includes operation of pre-collection
and post- collection as follows:
(A)
pre-collection - that storage by the generator, normally
on his premises, prior to initial collection;
(B)
post-collection - that storage by a transporter or processor,
at a processing site, while the waste is awaiting processing or transfer to
another storage, disposal, or recovery facility.
(139)
Storage battery--A secondary battery, so called because
the conversion from chemical to electrical energy is reversible and the battery
is thus rechargeable. Secondary or storage batteries contain an electrode
made of sponge lead and lead dioxide, nickel-iron, nickel-cadmium, silver-zinc,
or silver-cadmium. The electrolyte used is sulfuric acid. Other types of storage
batteries contain lithium, sodium-liquid sulfur, or chlorine-zinc using titanium
electrodes.
(140)
Store--To keep, hold, accumulate, or aggregate.
(141)
Structural components--Liners, leachate collections systems,
final covers, run-on/run-off systems, and any other component used in the
construction and operation of the municipal solid waste landfill that is necessary
for protection of human health and the environment.
(142)
Surface impoundment--A facility or part of a facility
that is a natural topographic depression, human-made excavation, or diked
area formed primarily of earthen materials (although it may be lined with
human-made materials) that is designed to hold an accumulation of liquids;
examples include holding, storage, settling, and aeration pits, ponds, or
lagoons.
(143)
Surface water--Surface water as included in water in
the state.
(144)
Texas Civil Statutes--Vernon's Texas Revised Civil Statutes
Annotated.
(145)
Transfer station--A fixed facility used for transferring
solid waste from collection vehicles to long-haul vehicles (one transportation
unit to another transportation unit). It is not a storage facility such as
one where individual residents can dispose of their wastes in bulk storage
containers that are serviced by collection vehicles.
(146)
Transportation unit--A truck, trailer, open-top box,
enclosed container, rail car, piggy-back trailer, ship, barge, or other transportation
vehicle used to contain solid waste being transported from one geographical
area to another.
(147)
Transporter--A person who collects and transports solid
waste; does not include a person transporting his or her household waste.
(148)
Trash--Same as Rubbish.
(149)
Treatment--Same as Processing.
(150)
Triple rinse--To rinse a container three times using
a volume of solvent capable of removing the contents equal to 10% of the volume
of the container or liner for each rinse.
(151)
Uncompacted waste--Any waste that is not a liquid or
a sludge, has not been mechanically compacted by a collection vehicle, has
not been driven over by heavy equipment prior to collection, or has not been
compacted prior to collection by any type of mechanical device other than
small, in-house compactor devices owned and/or operated by the generator of
the waste.
(152)
Unified soil classification system--The standardized
system devised by the United States Army Corps of Engineers for classifying
soil types.
(153)
Unconfined water--Water that is not controlled or impeded
in its direction or velocity.
(154)
Unit--Municipal solid waste landfill unit.
(155)
Unstable area--A location that is susceptible to natural
or human-induced events or forces capable of impairing the integrity of some
or all of the landfill structural components responsible for preventing releases
from a landfill. Unstable areas can include poor foundation conditions, areas
susceptible to mass movements, and karst terrains.
(156)
Uppermost aquifer--The geologic formation nearest the
natural ground surface that is an aquifer; includes lower aquifers that are
hydraulically interconnected with this aquifer within the facility's property
boundary.
(157)
Vector--An agent, such as an insect, snake, rodent, bird,
or animal capable of mechanically or biologically transferring a pathogen
from one organism to another.
(158)
Washout--The carrying away of solid waste by waters.
(159)
Waste management unit boundary--A vertical surface located
at the hydraulically downgradient limit of the unit. This vertical surface
extends down into the uppermost aquifer.
(160)
Waste-separation/intermediate-processing center--A facility,
sometimes referred to as a materials recovery facility, to which recyclable
materials arrive as source-separated materials, or where recyclable materials
are separated from the municipal waste stream and processed for transport
off-site for reuse, recycling, or other beneficial use.
(161)
Waste-separation/recycling facility--A facility, sometimes
referred to as a material recovery facility, in which recyclable materials
are removed from the waste stream for transport off-site for reuse, recycling,
or other beneficial use.
(162)
Water in the state--Groundwater, percolating or otherwise,
lakes, bays, ponds, impounding reservoirs, springs, rivers, streams, creeks,
estuaries, marshes, inlets, canals, the Gulf of Mexico inside the territorial
limits of the state, and all other bodies of surface water, natural or artificial,
inland or coastal, fresh or salt, navigable or non-navigable, and including
the beds and banks of all watercourses and bodies of surface water, that are
wholly or partially inside or bordering the state or inside the jurisdiction
of the state.
(163)
Water table--The upper surface of the zone of saturation
at which water pressure is equal to atmospheric pressure, except where that
surface is formed by a confining unit.
(164)
Waters of the United States--All waters that are currently
used, were used in the past, or may be susceptible to use in interstate or
foreign commerce, including all waters that are subject to the ebb and flow
of the tide, with their tributaries and adjacent wetlands, interstate waters
and their tributaries, including interstate wetlands; all other waters such
as intrastate lakes, rivers, streams (including intermittent streams), mudflats,
sandflats, and wetlands, the use, degradation, or destruction of which would
affect or could affect interstate or foreign commerce including any such waters
that are or could be used by interstate or foreign travelers for recreational
or other purposes; from which fish or shellfish are or could be taken and
sold in interstate or foreign commerce; that are used or could be used for
industrial purposes by industries in interstate commerce; and all impoundments
of waters otherwise considered as navigable waters; including tributaries
of and wetlands adjacent to waters identified herein.
(165)
Wetlands--As defined in Chapter 307 of this title (relating
to Texas Surface Water Quality Standards) and areas that are inundated or
saturated by surface or groundwater at a frequency and duration sufficient
to support, and under normal circumstances do support, a prevalence of vegetation
typically adapted for life in saturated soil conditions. Wetlands generally
include playa lakes, swamps, marshes, bogs, and similar areas.
(166)
Yard waste--Leaves, grass clippings, yard and garden
debris, and brush, including clean woody vegetative material not greater than
six inches in diameter, that results from landscaping maintenance and land-clearing
operations. The term does not include stumps, roots, or shrubs with intact
root balls.
This agency hereby certifies that the adoption has been
reviewed by legal counsel and found to be a valid exercise of the agency's
legal authority.
Filed with the Office of
the Secretary of State on August 7, 2003.
TRD-200304798
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §§330.51, 330.53, 330.56, 300.64
STATUTORY AUTHORITY The amendments are adopted under Texas
Water Code, §5.103, which provides the commission with the authority
to adopt rules necessary to carry out its power and duties under this code
and other laws of this state; Texas Water Code, §5.105, which authorizes
the commission to establish and approve all general policy of the commission
by rule; Texas Health and Safety Code, §361.024, which authorizes the
commission to establish standards of operation for the management and control
of solid waste; and Texas Civil Statutes, Article 3271b, the Act, which authorizes
the public practice of geoscience in the State of Texas.
§330.51.Permit Application for Municipal Solid Waste Facilities.
(a)
Permit application. The application for a municipal solid
waste facility is divided into Parts I - V. Parts I - IV of the application
shall be required before the application is declared "administratively complete"
in accordance with Chapter 281 of this title (relating to Applications Processing).
A complete application, containing Parts I - IV, shall be submitted before
a hearing can be conducted on the technical design merits of the application.
If the executive director determines that a "land-use only public hearing"
as described in §330.61 of this title (relating to Land-Use Public Hearing)
is appropriate, the owner or operator shall submit a partial application consisting
of Parts I and II of the application. A complete application, consisting of
Parts I - IV of the application, shall be submitted based upon the results
of the land-use only public hearing. The owner or operator shall be required
to comply with the design, construction, and operating procedures proposed
in his application. Part V shall be submitted upon completion of construction
of the facility. It is intended that this subchapter completely define the
information needed for permit review, but the executive director may request
additional data if such is reasonably required to allow a decision to be made.
Applicants for Type I-AE municipal solid waste landfills (MSWLFs) are required
to submit all parts of the application except for those items pertaining to
but not limited to §§330.200 - 330.206 of this title (relating to
Groundwater Protection Design and Operation) and §§330.230 - 330.242
of this title (relating to Groundwater Monitoring and Corrective Action).
Applicants for a Type I-AE facility are exempt from §330.56(d) of this
title (relating to Attachments to the Site Development Plan).
(1)
Part I of the application shall consist of the information
required in §305.45 of this title (relating to Contents of Application
for Permit) and §330.52 of this title (relating to Technical Requirements
of Part I of the Application).
(2)
Part II of the application shall describe the existing
conditions and character of the site and surrounding area. Part II of the
application shall consist of the information contained in §330.53 of
this title (relating to Technical Requirements of Part II of the Application).
An applicant must submit Parts I and II of his application before a land-use
public hearing is conducted in accordance with §330.61 of this title.
(3)
Part III of the application shall contain most of the necessary
engineering information, detailed investigative reports, the schematic designs
of the facility, and the required plans. Part III shall consist of the documents
required in §§330.54 - 330.56 of this title (relating to Permit
Procedures).
(4)
Part IV of the application shall contain the site operating
plan that shall discuss how the applicant plans to conduct his daily operations
at the site. Part IV shall consist of the documents required in §330.57
of this title (relating to Technical Requirements of Part IV of the Application).
(5)
Part V of the application is reserved for construction
documents. Construction plans and specifications shall be handled as required
by §330.58 of this title (relating to Technical Requirements of Part
V of the Application).
(b)
Required information. The information required by this
subchapter defines the basic elements for an application.
(1)
All aspects of the application and design requirements
must be addressed by the applicant, even if only to show why they are not
applicable for that particular site.
(2)
It is the responsibility of the applicant to provide the
executive director data of sufficient completeness, accuracy, and clarity
to provide assurance that operation of the site will pose no reasonable probability
of adverse effects on the health, welfare, environment, or physical property
of nearby residents or property owners. Failure to provide complete information
as required by this chapter may be cause for the executive director to return
the application without further action. Submission of false information shall
constitute grounds for denial of the permit.
(3)
The applicant is responsible for determining and reporting
to the executive director any site- specific conditions that require special
design considerations.
(4)
For construction in a floodplain, the following must be
submitted, where applicable:
(A)
approval from the governmental entity with jurisdiction
under Texas Water Code, §16.236, as implemented by Chapter 301 of this
title (relating to Levee Improvement Districts, District Plans of Reclamation,
and Levees and Other Improvements);
(B)
a floodplain development permit from the city, county,
or other agency with jurisdiction over the proposed improvements;
(C)
a Conditional Letter of Map Amendment (CLOMA) from The
Federal Emergency Management Agency (FEMA); and
(D)
a Corps of Engineers Section 404 Specification of Disposal
Sites for Dredged or Fill Material for construction of all necessary improvements.
(5)
The applicant shall submit demonstration of compliance
with National Pollution Discharge Elimination System (NPDES) under CWA, §402,
as amended.
(6)
The applicant shall submit documentation of coordination
with the following agencies, where applicable:
(A)
Texas Commission on Environmental Quality for compliance
with CWA, §208;
(B)
Federal Aviation Administration, for compliance with airport
location restrictions; and
(C)
Texas Department of Transportation for traffic and location
restrictions.
(7)
The applicant shall submit wetlands determination under
applicable federal, state, and local laws.
(8)
The applicant shall submit Endangered Species Act compliance
demonstrations under state and federal laws.
(9)
The applicant shall submit a review letter from Texas Antiquities
Committee.
(10)
The applicant shall submit demonstration of compliance
with regional solid waste plan.
(c)
Number of copies. Applications shall be initially submitted
in four copies. The applicant shall furnish up to 18 additional copies of
the application for use by required reviewing agencies, upon request of the
executive director.
(d)
Preparation. Preparation of the application must conform
with Texas Civil Statutes, Texas Engineering Practice Act, Article 3271a and
Texas Geoscience Practice Act, Article 3271b.
(1)
The responsible engineer shall seal, sign, and date each
sheet of engineering plans, drawings, and the title or contents page of the
application as required by Texas Engineering Practice Act, §15c, and
in accordance with 22 TAC §131.166 (relating to Engineers' Seals).
(2)
The responsible geoscientist shall seal, sign, and date
applicable items as required by Texas Geoscience Practice Act, §6.13(b).
(3)
Applications that have not been sealed shall be considered
incomplete for the intended purpose and shall be returned to the applicant.
(e)
Application format.
(1)
Applications shall be submitted in three-ring loose-leaf
binders.
(2)
The narrative of the report shall be printed on 8 1/2 by
11 inches white paper. Drawings or other sheets shall be no larger than 11
by 17 inches so that they can be reproduced by standard office copy machines.
(3)
All pages shall contain a page number and date.
(4)
Revisions shall have the revision date and note that the
sheet is revised in the header or footer of each revised sheet. The revised
text shall be marked to highlight the revision.
(5)
Dividers and tabs are encouraged.
(f)
Application drawings.
(1)
All information contained on a drawing shall be legible,
even if it has been reduced. The drawings shall be 8 1/2 by 11 inches or 11
by 17 inches. Standard sized drawings (24 by 36 inches) folded to 8 1/2 by
11 inches may be submitted or required if reduction would render them illegible
or difficult to interpret.
(2)
If color coding is used, it should be legible and the code
distinct when reproduced on black and white photocopy machines.
(3)
Drawings shall be submitted at a standard engineering scale.
(4)
Each drawing shall have a:
(A)
dated title block;
(B)
bar scale at least one-inch long;
(C)
revision block;
(D)
responsible engineer's seal, if required; and
(E)
drawing number and a page number.
(5)
Each map or plan drawing shall also have:
(A)
a north arrow. Preferred orientation is to have the north
arrow pointing toward the top of the page;
(B)
a reference to the base map source and date if the map
is based upon another map. The latest published edition of the base map should
be used;
(C)
a legend; and
(D)
two longitudes and latitudes shall be shown on all general
location maps.
(6)
Match lines and section lines shall reference the drawing
where the match or section is shown. Section drawings should note from where
the section was taken.
§330.56.Attachments to the Site Development Plan.
(a)
Attachment 1 - site layout plan.
(1)
This is the basic element of the site development plan
consisting of a site layout plan on a constructed map showing the outline
of the units and fill sectors with appropriate notations thereon to communicate
the types of wastes to be disposed of in individual sectors, the general sequence
of filling operations, locations of all interior site roadways to provide
access to all fill areas, locations of monitor wells, dimensions of trenches,
locations of buildings, and any other graphic representations or marginal
explanatory notes necessary to communicate the proposed step-by-step construction
of the site. The layout should include: fencing; sequence of excavations,
filling, maximum waste elevations and final cover; provisions for the maintenance
of natural windbreaks, such as greenbelts, where they will improve the appearance
and operation of the site; and, where appropriate, plans for screening the
site from public view.
(2)
A generalized design of all site entrance roads from public
access roads shall be included. All designs of proposed public roadway improvements
such as turning lanes, storage lanes, etc., associated with site entrances
should be coordinated with the agency exercising maintenance responsibility
of the public roadway involved.
(3)
This plan is the basis for operational planning and budgeting,
and therefore shall contain sufficient detail to provide an effective site
management tool.
(b)
Attachment 2 - fill cross-section.
(1)
The fill cross-sections must consist of plan profiles across
the site clearly showing the top of the levee, top of the proposed fill (top
of the final cover), maximum elevation of proposed fill, top of the wastes,
existing ground, bottom of the excavations, side slopes of trenches and fill
areas, gas vents or wells, and groundwater monitoring wells, plus the initial
and static levels of any water encountered.
(2)
The fill cross-sections shall go through or very near the
soil borings in order that the boring logs obtained from the soils report
can also be shown on the profile.
(3)
Large sites shall provide sufficient fill cross-sections,
both latitudinally and longitudinally, so as to accurately depict the existing
and proposed depths of all fill areas within the site. The plan portion shall
be shown on an inset key map.
(4)
Construction and design details of compacted perimeter
or toe berms which are proposed in conjunction with aboveground (aerial-fill)
waste disposal areas shall be included in the fill cross- sections.
(c)
Attachment 3 - existing contour map. This is a constructed
map showing the contours prior to any grading, excavation, and/or filling
operations on the site. Appropriate vertical contour intervals shall be selected
so that contours are not further apart than 100 feet as measured horizontally
on the ground. Wider spacing may be used when approved by the executive director.
The map should show the location and quantities of surface drainage entering,
exiting, or internal to the site and the area subject to flooding by a 100-year
frequency flood.
(d)
Attachment 4 - geology report. This portion of the application
applies to owners or operators of municipal solid waste (MSW) facilities that
store, process, or dispose of MSW in landfills. If the municipal solid waste
landfill (MSWLF) facility contains two or more MSWLF units, the information
requested pertaining to regional geology and regional aquifers need only be
provided once. The geology report shall be prepared and signed by a qualified
groundwater scientist except that the reports required under paragraph (5)
of this subsection shall be signed and sealed, where appropriate, as required
by the Texas Engineering Practice Act. Previously prepared documents may be
submitted but must be supplemented as necessary to provide the requested information.
Sources and references for information must be provided. The geology report
must contain the information in paragraphs (1) - (6) of this subsection.
(1)
The owner or operator shall provide a discussion of the
regional physiography and topography in the vicinity of the facility. The
discussion shall include, at a minimum, the distance to local surface water
bodies and drainage features, the slope of the land surface (direction and
rate), and the maximum and minimum elevations of the facility. Any limitation
of the facility due to unfavorable topography (e.g., cliffs, floodplains)
shall be discussed.
(2)
The owner or operator shall provide a description of the
regional geology of the area. This section shall include:
(A)
a geologic map of the region with text describing the stratigraphy
and lithology of the map units. An appropriate section of a published map
series such as the Geologic Atlas of Texas prepared by the Bureau of Economic
Geology is acceptable;
(B)
a description of the generalized stratigraphic column in
the facility area from the base of the lowermost aquifer capable of providing
usable groundwater, or from a depth of 1,000 feet, whichever is less, to the
land surface. The geologic age, lithology, variations in lithology, thickness,
depth, geometry, hydraulic conductivity, and depositional history of each
geologic unit should be described based upon available geologic information.
Regional stratigraphic cross-sections should be provided.
(3)
The owner or operator shall provide a description of the
geologic processes active in the vicinity of the facility. This description
shall include:
(A)
an identification of any faults and subsidence in the area
of the facility. The information about faulting and subsidence shall include
at least that required in §330.303(b) and §330.305 of this title
(relating to Fault Areas and Unstable Areas, respectively);
(B)
a discussion of the degree to which the facility is subject
to erosion. The potential for erosion due to surface water processes such
as overland flow, channeling, gullying, and fluvial processes such as meandering
streams and undercut banks shall be evaluated. If the facility is located
in a low-lying coastal area, historical rates of shoreline erosion shall also
be provided; and
(C)
an identification of wetlands located within the facility
boundary.
(4)
The owner or operator shall provide a description of the
regional aquifers in the vicinity of the facility based upon published and
open-file sources. The section shall provide:
(A)
aquifer names and their association with geologic units
described in paragraph (2) of this subsection;
(B)
a description of the composition of the aquifer(s);
(C)
a description of the hydraulic properties of the aquifer(s);
(D)
information on whether the aquifers are under water table
or artesian conditions;
(E)
information on whether the aquifers are hydraulically connected;
(F)
a regional water-table contour map or potentiometric surface
map for each aquifer, if available;
(G)
an estimate of the rate of groundwater flow;
(H)
typical values or a range of values for total dissolved
solids content of groundwater from the aquifers;
(I)
identification of areas of recharge to the aquifers within
five miles of the site; and
(J)
the present use of groundwater withdrawn from aquifers
in the vicinity of the facility. The identification, location, and aquifer
of all water wells within one mile of the property boundaries of the facility
shall be provided.
(5)
The owner or operator shall provide the results of investigations
of subsurface conditions at a particular waste management unit in the following
reports.
(A)
Subsurface investigation report. This report must describe
all borings drilled on-site to test soils and characterize groundwater and
must include a site map drawn to scale showing the surveyed locations and
elevations of the borings. Boring logs must include a detailed description
of materials encountered including any discontinuities such as fractures,
fissures, slickensides, lenses, or seams. Geophysical logs of the boreholes
may be useful in evaluating the stratigraphy. Each boring must be presented
in the form of a log that contains, at a minimum, the boring number; surface
elevation and location coordinates; and a columnar section with text showing
the elevation of all contacts between soil and rock layers, description of
each layer using the unified soil classification, color, degree of compaction,
and moisture content. A key explaining the symbols used on the boring logs
and the classification terminology for soil type, consistency, and structure
must be provided.
(i)
A sufficient number of borings shall be performed to establish
subsurface stratigraphy and to determine geotechnical properties of the soils
and rocks beneath the facility. Other types of samples may also be taken to
provide geologic and geotechnical data. The number of borings necessary can
only be determined after the general characteristics of a site are analyzed
and will vary depending on the heterogeneity of subsurface materials. Locations
with stratigraphic complexities such as non- uniform beds that pinch out,
vary significantly in thickness, coalesce, or grade into other units, will
require a significantly greater degree of subsurface investigation than areas
with simple geologic frameworks.
(ii)
Borings shall be sufficiently deep to allow identification
of the uppermost aquifer and underlying hydraulically interconnected aquifers.
Borings shall penetrate the uppermost aquifer and all deeper hydraulically
interconnected aquifers and be deep enough to identify the aquiclude at the
lower boundary. All the borings shall be at least five feet deeper than the
elevation of the deepest excavation. In addition, at least the number of borings
shown on the Table of Borings shall be drilled to a depth at least 30 feet
below the deepest excavation planned at the waste management unit, unless
the executive director approves a different depth. If no aquifers exist within
50 feet of the elevation of the deepest excavation, at least one test hole
shall be drilled to the top of the first perennial aquifer beneath the site,
if sufficient data does not exist to accurately locate it. The executive director
may accept data equivalent to a deep boring on the site to determine information
for aquifers more than 50 feet below the site. Aquifers more than 300 feet
below the lowest excavation and where the estimated travel times for constituents
to the aquifer are in excess of 30 years plus the estimated life of the site
need not be identified through borings.
Figure: 30 TAC §330.56(d)(5)(A)(ii) (No change.)
(iii)
All borings shall be conducted in accordance with established
field exploration methods. The hollow-stem auger boring method is recommended
for softer materials; coring may be required for harder rocks. Other methods
shall be used as necessary to obtain adequate samples for soil testing required
in this paragraph. Investigation procedures shall be discussed in the report.
(iv)
The boring plan, including locations and depths of all
proposed borings, shall be approved by the executive director prior to initiation
of the work.
(v)
Installation, abandonment, and plugging of the borings
shall be in accordance with the rules of the commission.
(vi)
Both the number and depth of borings may be modified because
of site conditions with prior approval of the executive director.
(vii)
Geophysical methods, such as electrical resistivity,
may be used with authorization of the executive director to reduce the number
of borings that may be necessary or to provide additional information between
borings.
(viii)
Cross-sections must be prepared from the borings depicting
the generalized strata at the facility. For small waste management units two
perpendicular cross-sections will normally suffice.
(ix)
A narrative that describes the investigator's interpretations
of the subsurface stratigraphy based upon the field investigation shall be
provided.
(B)
Geotechnical report. This report shall include engineering
data that describes the geotechnical properties of the subsurface soil materials
and a discussion with conclusions about the suitability of the soils and strata
for the uses for which they are intended. All engineering tests shall be performed
in accordance with industry practice and recognized procedures such as described
below. A brief discussion of engineering test procedures shall be included
in the report.
(i)
A laboratory report of soil characteristics shall be determined
from at least one sample from each soil layer or stratum that will form the
bottom and side of the proposed excavation and from those that are less than
30 feet below the lowest elevation of the proposed excavation. As many additional
tests shall be performed as necessary to provide a typical profile of soil
stratification within the site. No laboratory work need be performed on highly
permeable soil layers such as sand or gravel. The samples shall be tested
by a competent independent third-party soils laboratory.
(ii)
Permeability tests shall be performed according to one
of the following standards on undisturbed soil samples. Permeability tests
shall be performed using tap water or .05 Normal solution of CaSO
4
, and not distilled water, as the permeant. Those undisturbed samples
that represent the sidewall of any proposed trench, pit, or excavation shall
be tested for the coefficient of permeability on the sample's in-situ horizontal
axis; all others shall be tested on the in-situ vertical axis. All test results
shall indicate the type of tests used and the orientation of each tested sample.
All calculations for the final coefficient of permeability tests result for
each sample tested shall be included in the report:
(I)
constant head with back pressure per Appendix VII of Corps
of Engineers Manual EM1110-2-1906, "Laboratory Soils Testing;" ASTM D5084
"Saturated Porous Materials Using a Flexible Wall Permeameter";
(II)
falling head per Appendix VII of Corps of Engineers Manual
EM1110-2-1906, "Laboratory Soils Testing";
(III)
sieve analysis for the 200, and less than 200 fraction
per ASTM D1140;
(IV)
Atterberg limits per ASTM D4318;
(V)
moisture content per ASTM D2216.
(C)
A groundwater investigation report. This report must include
the following:
(i)
the depth at which groundwater was encountered and records
of after-equilibrium measurements in all borings. The cross-sections prepared
in response to subparagraph (A)(viii) of this paragraph must be annotated
to note the level at which groundwater was first encountered and the level
of groundwater after equilibrium is reached or just prior to plugging, whichever
is later. This water-level information must also be presented on all borings
required by this paragraph and presented in a table format in the report;
(ii)
records of water-level measurements in monitor wells.
Historic water-level measurements made during any previous groundwater monitoring
shall be presented in a table for each well;
(iii)
all the information and data required in §330.231(e)(1)
of this title (relating to Groundwater Monitoring Systems); and
(iv)
an analysis of the most likely pathway(s) for pollutant
migration in the event that the primary barrier liner system is penetrated.
This must include any groundwater modeling data and results as described in §330.231(e)(2)
of this title and must consider changes in groundwater flow that are expected
to result from construction of the facility.
(6)
The owner or operator shall provide a description of the
existing or proposed monitoring system that meets the requirements of §330.231
of this title. The owner or operator shall also provide engineering drawings
of a typical monitoring well and a table of data for all proposed wells that
includes the following information for each well: total depth of the well;
depth to groundwater; surveyed elevation of the ground surface at the well;
surveyed elevation of the top of each well casing (or that point consistently
used to determine depth to groundwater); depth to the top and base of the
screen; and depth to the top and base of the filter pack.
(e)
Attachment 5 - groundwater characterization report. A groundwater
characterization study and report is required from owners and operators of
proposed MSWLF units or proposed lateral expansions except for Soils and Liner
Evaluation Reports and Flexible Membrane Liner Evaluation Reports covering
previously permitted and approved designs. The report must contain the following
information:
(1)
a tabulation of all relevant groundwater monitoring data
from wells on site or on adjacent MSWLF unit(s);
(2)
identification of the uppermost aquifer and any lower aquifers
that are hydraulically connected to it beneath the facility, including groundwater
flow direction and rate, and the basis for such identification (i.e., the
information obtained from hydrogeologic investigations of the facility area);
(3)
on a topographic map as required under §330.52(b)(4)(C)
of this title (relating to Technical Requirements of Part I of the Application),
a delineation of the waste management area, the property boundary, the proposed
"point of compliance" as defined under §330.200(d) of this title (relating
to Design Criteria), the proposed location of groundwater monitoring wells
as required under §330.231 of this title, and, to the extent possible,
the information required in paragraph (2) of this subsection;
(4)
a description of any plume of contamination that has entered
the groundwater from the MSWLF facility at the time that the application was
submitted that:
(A)
delineates the extent of the plume on the topographic map
required under §330.52(b)(4)(C) of this title; and
(B)
identifies the concentration of each assessment constituent
as defined in §330.235 of this title (relating to Assessment Monitoring
Program) throughout the plume or identifies the maximum concentration of each
assessment constituent in the plume;
(5)
detailed plans and an engineering report describing the
proposed groundwater monitoring program to be implemented to meet the requirements
of §330.231 of this title;
(6)
if the hazardous constituents listed in Table I of §330.241
of this title (relating to Constituents for Detection Monitoring) have not
been detected in the groundwater at the time of permit application, the owner
or operator shall submit sufficient information, supporting data, and analyses
to establish a detection monitoring program that meets the requirements of §330.234
of this title (relating to Detection Monitoring Program). This submission
must address the following items specified under §330.234 of this title:
(A)
a proposed groundwater monitoring system;
(B)
background values for each monitoring parameter or constituent
listed in §330.241 of this title, or procedures to calculate such values;
and
(C)
a description of proposed sampling, analysis, and statistical
comparison procedures to be utilized in evaluating groundwater monitoring
data;
(7)
if the presence of hazardous constituents listed in Table
I of §330.241 of this title has been detected in the groundwater at the
time of the permit application, the owner or operator shall submit sufficient
information, supporting data, and analyses to establish an assessment monitoring
program that meets the requirements of §330.235 of this title. To demonstrate
compliance with §330.235 of this title, the owner or operator shall address
the following items:
(A)
a description of any special wastes previously handled
at the MSWLF facility;
(B)
a characterization of the contaminated groundwater, including
concentration of assessment constituents as defined in §330.235 of this
title;
(C)
a list of assessment constituents as defined in §330.235
of this title for which assessment monitoring will be undertaken in accordance
with §330.233 of this title (relating to Groundwater Sampling and Analysis
Requirements) and §330.235 of this title;
(D)
detailed plans and an engineering report describing the
proposed groundwater monitoring system, in accordance with the requirements
of §330.233 of this title; and
(E)
a description of proposed sampling, analysis, and statistical
comparison procedures to be utilized in evaluating groundwater monitoring
data; and
(8)
if hazardous constituents have been measured in the groundwater
that exceed the concentration limits established in Table 1 of §330.241
of this title, the owner or operator shall submit sufficient information,
supporting data, and analyses to establish a corrective action program that
meets the requirements of §330.236 of this title (relating to Assessment
of Corrective Measures) and §330.237 of this title (relating to Selection
of Remedy). To demonstrate compliance with §330.236 of this title, the
owner or operator shall address, at a minimum, the following items:
(A)
a characterization of the contaminated groundwater, including
concentrations of assessment constituents as defined in §330.235 of this
title;
(B)
the concentration limit for each constituent found in the
groundwater;
(C)
detailed plans and an engineering report describing the
corrective action to be taken;
(D)
a description of how the groundwater monitoring program
will demonstrate the adequacy of the corrective action; and
(E)
the permit may contain a schedule for submittal of the
information required in subparagraphs (C) and (D) of this paragraph provided
the owner or operator obtains written authorization from the executive director
prior to submittal of the complete permit application.
(f)
Attachment 6 - groundwater and surface water protection
plan and drainage plan. These plans must reflect locations, details, and typical
sections of levees, dikes, drainage channels, culverts, holding ponds, trench
liners, storm sewers, leachate collection systems, or any other facilities
relating to the protection of groundwater and surface water. Adequacy of provisions
for safe passage of any internal or externally adjacent floodwaters should
be reflected here.
(1)
A drawing(s) showing the drainage areas and drainage calculations
shall be provided.
(2)
Cross-sections or elevations of levees should be shown
tied into contours. Natural drainage patterns shall not be significantly altered.
(3)
The 100-year floodplain shall be shown on this attachment.
(4)
As part of the attachment, the following information and
analyses must be submitted for review, as applicable.
(A)
Drainage and run-off control analyses:
(i)
a description of the hydrologic method and calculations
used to estimate peak flow rates and run-off volumes including justification
of necessary assumptions;
(ii)
the 25-year rainfall intensity used for facility design
including the source of the data; all other data and necessary input parameters
used in conjunction with the selected hydrologic method and their sources
should be documented and described;
(iii)
hydraulic calculations and designs for sizing the necessary
collection, drainage, and/or detention facilities shall be provided.
(iv)
discussion and analyses to demonstrate that natural drainage
patterns will not be significantly altered as a result of the proposed landfill
development;
(v)
structural designs of the collection, drainage, and/or
storage facilities, and results of all field tests to ensure compatibility
with soils;
(vi)
a maintenance plan for ensuring the continued operation
of the collection, drainage, and/or storage facilities, as designed along
with the plan for restoration and repair in the event of a washout or failure;
and
(vii)
erosion and sedimentation control plan, including interim
controls for phased development.
(B)
Flood control and analyses.
(i)
Identify whether the site is located within a 100-year
floodplain. Indicate the source of all data for such determination and include
a copy of the relevant Federal Emergency Management Agency (FEMA) flood map,
if used, or the calculations and maps used where a FEMA map is not available.
Information shall also be provided identifying the 100-year flood level and
any other special flooding factors (e. g., wave action) that must be considered
in designing, constructing, operating, or maintaining the proposed facility
to withstand washout from a 100-year flood. The boundaries of the proposed
landfill facility should be shown on the floodplain map.
(ii)
If the site is located within the 100-year floodplain,
the applicant shall provide information detailing the specific flooding levels
and other events (e.g., design hurricane projected by Corps of Engineers)
that impact the flood protection of the facility. Data should be that required
by §§301.33 - 301.36 of this title (relating to Approval of Levees
and Other Improvements).
(iii)
No solid waste disposal and treatment operations shall
be permitted in areas that are located in a floodway as defined by FEMA.
(g)
Attachment 7 - final contour map. This is a constructed
map showing the final contour of the entire landfill to include internal drainage
and side slopes plus accommodation of surface drainage entering and departing
the completed fill area plus areas subject to flooding due to a 100-year frequency
flood. Cross-sections shall be provided.
(h)
Attachment 8 - cost estimate for closure and post-closure
care. The applicant shall submit a cost estimate for closure and post-closure
care costs in accordance with Subchapter K of this chapter (relating to Closure,
Post-Closure, and Corrective Action).
(i)
Attachment 9 - Applicant's statement. The applicant, or
the authorized representative empowered to make commitments for the applicant,
shall provide a statement that he is familiar with the site development plan
and is aware of all commitments represented in the plan, that he is also familiar
with all pertinent requirements in this chapter, and that he agrees to develop
and operate the site in accordance with the plan, the regulations, and any
permit special provisions that may be imposed.
(j)
Attachment 10 - soil and liner quality control plan. The
soil and liner quality control plan must be prepared in accordance with §§330.200
- 330.206 of this title (relating to Groundwater Protection Design and Operation).
(k)
Attachment 11 - groundwater sampling and analysis plan.
The groundwater sampling and analysis plan must be prepared in accordance
with §§330.230, 330.231, and 330.233 - 330.242 of this title (relating
to Groundwater Monitoring and Corrective Action) or §330.239 of this
title (relating to Groundwater Monitoring at Type IV Landfills).
(l)
Attachment 12 - final closure plan. The final closure plan
shall be prepared in accordance with §§330.250 - 330.256 of this
title (relating to Closure and Post-Closure).
(m)
Attachment 13 - post-closure care plan. The post-closure
care plan shall be prepared in accordance with §§330.250 - 330.256
of this title (relating to Closure and Post-Closure).
(n)
Attachment 14 - landfill gas management plan.
(1)
Owners or operators of all MSWLF units shall ensure that:
(A)
the concentration of methane gas generated by the facility
does not exceed 25% of the lower explosive limit for methane in facility structures
(excluding gas control or recovery system components); and
(B)
the concentration of methane gas does not exceed the lower
explosive limit for methane at the facility property boundary. For purposes
of this section, "lower explosive limit" means the lowest percent by volume
of a mixture of explosive gases in air that will propagate a flame at 25 degrees
Celsius and atmospheric pressure.
(2)
Owners or operators of all MSWLF units shall implement
a routine methane monitoring program to ensure that the standards of paragraph
(1) of this subsection are met.
(A)
The type and frequency of monitoring shall be determined
based on the following factors.
(i)
soil conditions;
(ii)
the hydrogeologic conditions surrounding the facility;
(iii)
the hydraulic conditions surrounding the facility;
(iv)
the location of facility structures and property boundaries;
and
(v)
the location of any utility lines or pipelines that cross
the MSWLF facility.
(B)
The minimum frequency of monitoring shall be quarterly.
(3)
If methane gas levels exceeding the limits specified in
paragraph (1) of this subsection are detected, the owner or operator shall:
(A)
immediately take all necessary steps to ensure protection
of human health and notify the executive director, local and county officials,
emergency officials, and the public;
(B)
within seven days of detection, place in the operating
record the methane gas levels detected and a description of the steps taken
to protect human health; and
(C)
within 60 days of detection, implement a remediation plan
for the methane gas releases, place a copy of the plan in the operating record,
provide a copy to the executive director and notify the executive director
that the plan has been implemented. The plan shall describe the nature and
extent of the problem and the proposed remedy. After review, the executive
director may require additional remedial measures.
(4)
The executive director may establish alternative schedules
for demonstrating compliance with paragraphs (2) and (3) of this subsection.
(5)
The gas monitoring and control program shall continue for
a period of thirty years after the final closure of the facility or until
the owner or operator receives written authorization to reduce the program.
Authorization to reduce gas monitoring and control shall be based on a demonstration
by the owner or operator that there is no potential for gas migration beyond
the property boundary or into on- site structures. Demonstration of this proposal
shall be supported by data collected and additional studies as required.
(6)
Gas monitoring and control systems shall be modified as
needed to reflect changing on-site and adjacent land uses. Post-closure land
use at the site shall not interfere with the function of gas monitoring and
control systems. Any underground utility trenches that cross the MSWLF facility
boundary shall be vented and monitored regularly.
(7)
A landfill gas management plan shall be prepared that includes
the following:
(A)
a description of how landfill gases will be managed and
controlled;
(B)
a description of the proposed system(s), including installation
procedures and time lines for installation, monitoring procedures, and procedures
to be used during maintenance; and
(C)
a backup plan to be used if the main system breaks down
or becomes ineffective.
(8)
Perimeter monitoring network shall be installed in accordance
with the following provisions:
(A)
initial monitoring at small MSWLFs and larger MSWLFs that
have no habitable structures within 3,000 feet of the waste placement boundary
may consist of perimeter subsurface monitoring around the perimeter of the
site using portable equipment and probes. If test results show the presence
of methane gas above 10% of the lower explosive limit, a permanent monitoring
system shall be installed; and
(B)
permanent monitoring systems shall be installed on all
other MSWLFs. Technical guidance on monitoring systems may be issued by the
executive director.
(9)
The monitoring network design shall include provisions
for monitoring on-site structures, including, but not limited to, buildings,
subsurface vaults, utilities, or any other areas where potential gas buildup
would be of concern.
(10)
All monitoring probes and on-site structures shall be
sampled for methane during the monitoring period. Sampling for specified trace
gases may be required by the executive director when there is a possibility
of acute or chronic exposure due to carcinogenic or toxic compounds.
(11)
Monitoring frequency shall be determined as follows.
(A)
As a minimum, quarterly monitoring is required. The executive
director may require more frequent monitoring based upon the factors listed
in this section. When more frequent monitoring is necessary, the executive
director shall notify the owner or operator.
(B)
More frequent monitoring shall also be required at those
locations where results of monitoring indicate that landfill gas migration
is occurring or is accumulating in structures.
(o)
Attachment 15 - leachate and contaminated water plan.
(1)
The plan shall provide the details of the storage, collection,
treatment and disposal of the contaminated water, leachate and/or gas condensate
from the leachate collection system and/or the gas monitoring and collection
system, where used. Contaminated water is water which has come into contact
with waste, leachate or gas condensate. This plan shall include the following
information:
(A)
estimated rate of leachate removal;
(B)
capacity of sumps;
(C)
pipe material and strength;
(D)
pipe network spacing and grading;
(E)
collection sump materials and strength;
(F)
drainage media specifications and performance; and
(G)
demonstration that pipes and perforations will be resistant
to clogging and can be cleaned or rehabilitated.
(2)
Leachate and gas condensate may be disposed of in a MSWLF
unit that is designed and constructed with a composite liner system and a
leachate collection system that meets the requirements of §330.200(a)(2)
of this title (relating to Design Criteria). Contaminated surface water and
groundwater may not be placed in or on the MSWLF unit.
(3)
Leachate, gas condensate, contaminated surface water, and
contaminated groundwater shall be disposed of at an authorized facility or
as authorized by a National Pollutant Discharge Elimination System permit.
(4)
On-site collection ponds and impoundments for contaminated
water shall be lined with an approved liner.
This agency hereby certifies that the adoption has been
reviewed by legal counsel and found to be a valid exercise of the agency's
legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304799
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §§330.230, 330.231, 330.235, 330.238, 330.242
STATUTORY AUTHORITY
The amendments are adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; Texas Health and Safety Code, §361.024,
which authorizes the commission to establish standards of operation for the
management and control of solid waste; and Texas Civil Statutes, Article 3271b,
the Act, which authorizes the public practice of geoscience in the State of
Texas.
§330.238.Implementation of the Corrective Action Program.
(a)
Based on the schedule established under §330.237(d)
of this title (relating to Selection of Remedy) for initiation and completion
of remedial activities, the owner or operator shall:
(1)
establish and implement a corrective action groundwater
monitoring program that:
(A)
at least meets the requirements of an assessment monitoring
program under §330.235 of this title (relating to Assessment Monitoring
Program);
(B)
indicates the effectiveness of the corrective action remedy;
and
(C)
demonstrates compliance with groundwater protection standards
under subsection (e) of this section;
(2)
implement the corrective action remedy selected under §330.237
of this title; and
(3)
take any interim measures necessary to ensure the protection
of human health and the environment. Interim measures should, to the greatest
extent practicable, be consistent with the objectives of and contribute to
the performance of any remedy that may be required under §330.237 of
this title. The following factors shall be considered by an owner or operator
in determining if interim measures are necessary:
(A)
time required to develop and implement a final remedy;
(B)
actual or potential exposure of nearby populations or environmental
receptors to hazardous constituents;
(C)
actual or potential contamination of drinking-water supplies
or sensitive ecosystems;
(D)
further degradation of the groundwater that may occur if
remedial action is not initiated expeditiously;
(E)
weather conditions that may cause hazardous constituents
to migrate or be released;
(F)
risks of fire or explosion, or potential for exposure to
hazardous constituents as a result of an accident or failure of a container
or handling system; and
(G)
other situations that may pose threats to human health
and the environment.
(b)
An owner or operator may determine, based on information
developed after implementation of the remedy has begun or other information,
that compliance with requirements of §330.237(b) of this title are not
being achieved through the remedy selected. In such cases, the owner or operator
shall, with approval of the executive director, implement other methods or
techniques that could practicably achieve compliance with the requirements
unless the owner or operator makes the determination under subsection (c)
of this section and if it is approved by the executive director. Failure to
obtain approval from the executive director for the other methods and techniques
does not relieve the owner or operator of the burden to implement an acceptable
remedy.
(c)
If the owner or operator determines that compliance with
requirements under §330.237(b) of this title cannot be practically achieved
with any currently available methods, the owner or operator shall:
(1)
present to the executive director certification by a qualified
groundwater scientist that compliance with requirements under §330.237(b)
of this title cannot be practically achieved with any currently available
methods;
(2)
implement alternate measures, with the approval of the
executive director, to control exposure of humans or the environment to residual
contamination, as necessary to protect human health and the environment;
(3)
implement alternate measures, with the approval of the
executive director, for control of the sources of contamination, or for removal
or decontamination of equipment, units, devices, or structures that are technically
practicable and consistent with the overall objective of the remedy; and
(4)
place a copy of all approved alternate measures in the
operating record.
(d)
All solid wastes that are managed in accordance with a
remedy required under §330.237 of this title, or an interim measure required
under subsection (a)(3) of this section, shall be managed in a manner that
is protective of human health and the environment and that complies with applicable
RCRA requirements.
(e)
Remedies selected under §330.237 of this title shall
be considered complete when:
(1)
the owner or operator complies with the groundwater protection
standards established under §330.235(h) or (i) of this title at all points
within the plume of contamination that lies within or beyond the groundwater
monitoring system established under §330.231(a) of this title (relating
to Groundwater Monitoring Systems);
(2)
compliance with the groundwater protection standards established
under §330.235(h) or (i) of this title has been achieved by demonstrating
that concentrations of assessment constituents have not exceeded the groundwater
protection standards for a period of three consecutive years, using the statistical
procedures and performance standards in §330.233(g) and (h) of this title
(relating to Groundwater Sampling and Analysis Requirements). The executive
director may specify an alternative length of time during which the owner
or operator shall demonstrate that concentrations of assessment constituents
have not exceeded the groundwater protection standards. The alternative length
of time shall be based on:
(A)
extent and concentration of the release;
(B)
behavior characteristics of the hazardous constituents
in the groundwater;
(C)
accuracy of monitoring or modeling techniques, including
any seasonal, meteorological, or other environmental variabilities that may
affect the accuracy; and
(D)
characteristics of the groundwater; and
(3)
all actions required to complete the remedy have been satisfied.
(f)
Within 15 days of completion of the remedy, the owner or
operator shall submit to the executive director and also place in the operating
record a certification by a qualified groundwater scientist that the remedy
has been completed in compliance with the requirements of subsection (e) of
this section.
(g)
Upon submittal of satisfactory certification of the completion
of the corrective action remedy, the executive director may release the owner
or operator from the requirements for financial assurance for corrective action
under §330.284 of this title (relating to Corrective Action for Landfills).
§330.242.Monitor-Well Construction Specifications.
(a)
The following specifications must be used for the installation
of groundwater monitoring wells at municipal solid waste landfills. Equivalent
alternatives to these specifications may be used if prior written approval
is obtained in advance from the executive director.
(1)
Drilling.
(A)
Monitoring wells must be drilled by a Texas-licensed driller
who is qualified to drill and install monitoring wells. The installation and
development shall be supervised by a licensed professional geoscientist or
engineer who is familiar with the geology of the area.
(B)
The well shall be drilled by a method that will allow installation
of the casing, screen, etc., and that will not introduce contaminants into
the borehole or casing. Drilling techniques used for boring shall take into
account the materials to be drilled, depth to groundwater, total depth of
the hole, adequate soil sampling, and other such factors that affect the selection
of the drilling method. If any fluids are necessary in drilling or installation,
then clean, treated city water shall be used; other fluids must be approved
in writing by the executive director before use. If city water is used, a
current chemical analysis of the city water shall be provided with the monitor-well
report.
(C)
The diameter of the boring shall be at least four inches
larger than the diameter of the casing. When the boring is in hard rock, a
smaller annulus may be approved by the executive director.
(D)
During drilling of the monitoring well, a log of the boring
shall be made by a licensed professional geoscientist or engineer who is familiar
with the geology of the area.
(2)
Casing, screen, filter pack, and seals.
(A)
The well casing shall be: two to four inches in diameter;
National Science Foundation-certified polyvinyl chloride (PVC) Schedule 40
or 80 pipe, flush-thread, screw joint (no glue or solvents); polytetrafluorethylene
(PTFE, such as Teflon) tape or O-rings in the joints; no collar couplings.
The top of the casing shall be at least two feet above ground level. Where
high levels of volatile organic compounds or corrosive compounds are anticipated,
stainless steel or PTFE casing and screen may be used, subject to approval
by the executive director. Four-inch diameter casing is recommended because
it allows larger volume samples to be obtained and provides easier access
for development, pumps, and repairs. The casing shall be cleaned and packaged
at the place of manufacture; the packaging shall include a PVC wrapping on
each section of casing to keep it from being contaminated prior to installation.
The casing shall be free of ink, labels, or other markings. The casing (and
screen) shall be centered in the hole to allow installation of a good filter
pack and annular seal, using appropriately placed centralizers. The top of
the casing shall be protected by a threaded or slip-on top cap or by a sealing
cap or screw-plug seal inserted into the top of the casing. The cap shall
be vented to prevent buildup of methane or other gases and shall be designed
to prevent moisture from entering the well.
(B)
The screen shall be compatible with the casing and should
generally be of the same material. The screen shall not involve the use of
any glues or solvents for construction. A wire-wound screen is recommended
to provide maximum inflow area. Field-cut slots are not permitted for well
screen. Filter cloth shall not be used. A blank-pipe sediment trap, typically
one to two feet, should be installed below the screen. A bottom cap is typically
placed on the bottom of the sediment trap. The sediment trap shall not extend
through the lower confining layer of the water-bearing zone being tested.
Screen sterilization methods are the same as those for casing. Selection of
the size of the screen opening should be done by a person experienced with
such work and shall include consideration of the distribution of particle
sizes both in the water-bearing zone and in the filter pack surrounding the
screen. The screen opening shall not be larger than the smallest fraction
of the filter pack.
(C)
The filter pack, placed between the screen and the well
bore, shall consist of pre-packaged, inert, clean silica sand or glass beads;
it shall extend from one to four feet above the top of the screen. Open stockpile
sources of sand or gravel are not permitted. The filter pack usually has a
30% finer grain size that is about four to ten times larger than the 30% finer
grain size of the water-bearing zone; the filter pack should have a uniformity
coefficient less than 2.5. The filter pack should be placed with a tremie
pipe to ensure that the material completely surrounds the screen and casing
without bridging. The tremie pipe shall be steam cleaned prior to the first
well and before each subsequent well.
(D)
The annular seal shall be placed on top of the filter pack
and shall be at least two feet thick. It should be placed in the zone of saturation
to maintain hydration. The seal should be composed of coarse-grain sodium
bentonite, coarse-grit sodium bentonite, or bentonite grout. Special care
should be taken to ensure that fine material or grout does not plug the underlying
filter pack. Placement of a few inches of pre-packaged clean fine sand on
top of the filter pack will help to prevent migration of the annular seal
material into the filter pack. The seal should be placed on top of the filter
pack with a steam-cleaned tremie pipe to ensure good distribution and should
be tamped with a steam-cleaned rod to determine that the seal is thick enough.
The bentonite shall be hydrated with clean water prior to any further activities
on the well and left to stand until hydration is complete (eight to 12 hours,
depending on the grain size of the bentonite). If a bentonite-grout (without
cement) casing seal is used in the well bore, then it may replace the annular
seal described in this paragraph.
(E)
A casing seal shall be placed on top of the annular seal
to prevent fluids and contaminants from entering the borehole from the surface.
The casing seal shall consist of a commercial bentonite grout or a cement-bentonite
mixture. Drilling spoil, cuttings, or other native materials are not permitted
for use as a casing seal. Quick-setting cements are not permitted for use
because contaminants may leach from them into the groundwater. The top of
the casing seal shall be between five and two feet from the surface.
(3)
Concrete pad. High-quality structural-type concrete shall
be placed from the top of the casing seal (two to five feet below the surface)
continuously to the top of the ground to form a pad at the surface. This formed
surface pad shall be at least six inches thick and not less than four (preferably
six) feet square or five (preferably six) feet in diameter. The pad shall
contain sufficient reinforcing steel to ensure its structural integrity in
the event that soil support is lost. The top of the pad shall slope away from
the well bore to the edges to prevent ponding of water around the casing or
collar.
(4)
Protective collar. A steel protective pipe collar shall
be placed around the casing "stickup" to protect it from damage and unwanted
entry. The collar shall be set at least one foot into the surface pad during
its construction and should extend at least three inches above the top of
the well casing (and top cap, if present). The top of the collar shall have
a lockable hinged top flap or cover. A sturdy lock shall be installed, maintained
in working order, and kept locked when the well is not being bailed/purged
or sampled. The well number or other designation shall be marked permanently
on the protective steel collar; it is useful to mark the total depth of the
well and its elevation on the collar.
(5)
Protective barrier. Where monitoring wells are likely to
be damaged by moving equipment or are located in heavily traveled areas, a
protective barrier shall be installed. A typical barrier is three or four
six- to 12-inch diameter pipes set in concrete just off the protective pad.
The pipes can be joined by pipes welded between them, but consideration must
be given to well access for sampling and other activities. Separation of such
a pipe barrier from the pad means that the barrier can be damaged without
risk to the pad and well. Other types of barriers may be approved by the executive
director.
(b)
Unusual conditions. Where monitoring wells are installed
in unusual conditions, all aspects of the installation shall be approved in
writing in advance by the executive director. Such aspects include, for example,
the use of cellar-type enclosures for the top-well equipment or multiple completions
in a single hole.
(c)
Development. After a monitoring well is installed, it shall
be developed to remove artifacts of drilling (clay films, bentonite pellets
in the casing, etc.) and to open the water-bearing zone for maximum flow into
the well. Development should continue until all of the water used or affected
during drilling activities has been removed and field measurements of pH,
specific conductance, and temperature have stabilized. Failure to develop
a well properly may mean that it is not properly monitoring the water-bearing
zone or may not yield adequate water for sampling even though the water-bearing
zone is prolific.
(d)
Location and elevation. Upon completion of a monitoring
well, the location of the well and all appropriate elevations associated with
the top-well equipment shall be surveyed by a registered professional surveyor.
The elevation shall be surveyed to the nearest 0.01 foot above mean sea level
(with year of the sea-level datum shown). The point on the well casing for
which the elevation was determined shall be permanently marked on the casing.
The location shall be given in terms of the latitude and longitude at least
to the nearest tenth of a second or shall be accurately located with respect
to the landfill grid system described in §330.55(a)(10)(F) of this title
(relating to Site Development Plan).
(e)
Reporting. Monitoring well installation and construction
details must be submitted on forms available from the commission and must
be completed and submitted within 30 days of well completion. A copy of the
detailed geologic log of the boring, any particle size or other sample data
from the well, and a site map drawn to scale showing the location of all monitoring
wells must be submitted to the executive director at the same time. The licensed
driller should be familiar with the forms required by other agencies; a copy
of those forms must also be submitted to the commission.
(f)
Damaged wells. Any monitoring well that is damaged to the
extent that it is no longer suitable for sampling shall be reported to the
executive director who may make a determination about whether to repair or
replace the well.
(g)
Plugging and abandonment. Any monitoring well that is no
longer used shall be properly abandoned and plugged in accordance with 16
TAC §76.702 (relating to Responsibilities of the Licensee and Landowner
Well Drilling, Completion, Capping, and Plugging) and §76.1004 (relating
to Technical Requirements Standards for Capping and Plugging of Wells and
Plugging Wells that Penetrate Undesirable Water or Constituent Zones). No
abandonment shall take place without prior authorization in writing by the
executive director.
This agency hereby certifies that the adoption has been reviewed
by legal counsel and found to be a valid exercise of the agency's legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304800
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §§330.303 - 330.305
STATUTORY AUTHORITY
The amendments are adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; Texas Health and Safety Code, §361.024,
which authorizes the commission to establish standards of operation for the
management and control of solid waste; and Texas Civil Statutes, Article 3271b,
the Act, which authorizes the public practice of geoscience in the State of
Texas.
This agency hereby certifies that the adoption has been reviewed
by legal counsel and found to be a valid exercise of the agency's legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304801
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §330.415, §330.416
STATUTORY AUTHORITY
The amendments are adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; Texas Health and Safety Code, §361.024,
which authorizes the commission to establish standards of operation for the
management and control of solid waste; and Texas Civil Statutes, Article 3271b,
the Act, which authorizes the public practice of geoscience in the State of
Texas.
§330.416.Registration Application Preparation.
(a)
General instruction and title page. To assist the executive
director in evaluating the technical merits of a landfill mining facility,
a site development plan shall be prepared and submitted to the commission
along with a Registration Application Form. The site development plan shall
be sealed by a licensed professional engineer in accordance with the provisions
of 22 TAC §131.166 (relating to Engineers' Seals). All submittals must
be in a complete final form. The site development plan must contain all of
the information specified in this section. A title page must show the name
of the project, the county (and city if applicable) in which the proposed
project is located, the name of the applicant, the name of the engineer, the
date the application was prepared, and the latest date the application was
revised.
(b)
Table of contents. A table of contents shall be included
which lists the main sections of the plan, any requested variances and includes
page numbers.
(c)
Engineer's appointment. An engineer's appointment shall
be included which consists of a letter from the applicant to the executive
director identifying the consulting engineering firm responsible for the submission
of the plan, specifications and any other technical data to be evaluated by
the commission regarding the project. The notice of appointment shall identify
by name both the applicant's consulting and the individual engineer of record.
Include the mailing address, phone number and facsimile (FAX) number of the
engineer.
(d)
Construction plans and specifications. Those applications
receiving authorization shall be required to prepare and maintain Construction
Plans and Specifications, and Record Documents.
(1)
Construction Plans and Specifications of the proposed or
modified facility shall be prepared and one copy maintained at the facility
at all times during construction.
(2)
After completion of a construction phase, a record document
set of construction plans and specifications shall prepared and maintained
at the facility and/or at the owner or operator's main office. These plans
shall be made available for inspection by the commission or other interested
parties.
(3)
Final Construction Plans and Specifications are not required
for authorization.
(e)
Applicants responsibilities.
(1)
All aspects of the application must be addressed by the
applicant, even if only to show why they are not applicable for that particular
site.
(2)
It is the responsibility of the applicant to provide the
executive director data of sufficient completeness, accuracy, and clarity
to provide assurance that operation of the site will pose no reasonable probability
of adverse effects on the health, welfare, environment, or physical property
of nearby residents or property owners. Failure to provide complete information
as required by this chapter may be cause for the executive director to return
the application without further action. Submission of false information shall
constitute grounds for denial.
(3)
The applicant is responsible for determining and reporting
to the executive director any site- specific conditions that require special
design considerations.
(f)
Soil boring plan approval. The applicant is responsible
for submitting to the executive director a soil boring plan that conforms
to the requirements found in the applicable subchapter. The soil boring plan
shall be approved by the executive director prior to initiation of the work.
(g)
Permanent site benchmark. A permanent benchmark must be
established at the site in an area of the site that is readily accessible.
This benchmark must be a bronze or other suitable metal survey marker set
in concrete at a sufficient depth to retain a stable and distinctive location
and be of sufficient size to withstand the deteriorating forces of nature
to best achieve this goal. The benchmark elevation and survey date must be
stamped on it. The benchmark elevation must be surveyed from a known National
Geodetic Survey benchmark or other compatible and comparable benchmark. The
location and elevation of the reference benchmark and the permanent benchmark
must be identified on a map and must be included in the site development plan.
Horizontal monumentation must be in accordance with 22 TAC §663.15 (relating
to Precision) of the Texas Board of Professional Land Surveying rules. Vertical
control precision must be ±0.1 feet relative to the elevation of the
benchmark of origin.
(h)
Application considerations. The application for a municipal
solid waste registration shall be organized in the order of the rules of the
subchapter and in conformance with the following requirements.
(1)
Preparation. Preparation of the application shall conform
with the Texas Civil Statutes, Engineering Practice Act, Article 3271a.
(A)
The responsible engineer shall affix his seal, sign his
name, place the date of execution and state the intended purpose on each sheet
of engineering plans, drawings, maps, calculations, computer models, cost
estimates, and on the title or contents page of the application as required
by the Texas Engineering Practice Act.
(B)
Applications that have not been signed and sealed shall
be considered incomplete for the intended purpose and shall be returned to
the applicant.
(2)
Application document.
(A)
Applications shall be submitted in three-ring loose-leaf
binders.
(B)
The narrative of the report shall be printed on 8 1/2 by
11 inches white paper.
(C)
All pages shall contain a page number and date.
(D)
During technical review revisions shall have the revision
date and note that the sheet is revised in the header or footer of each revised
sheet. The cover sheet to the application shall note all revision dates. The
revised text shall be marked to highlight the revision.
(E)
Dividers and tabs are encouraged.
(F)
The application shall be organized in the format directed
by these rules.
(G)
Applications shall be initially submitted in three copies.
The applicant shall furnish additional copies of the application for use by
required reviewing agencies, on request of the executive director.
(i)
Application drawings.
(1)
All information contained on a drawing shall be legible,
even if it has been reduced. The drawings shall be 8 1/2 by 11 inches or 11
by 17 inches. Standard sized drawings (24 by 36 inches) folded to 8 1/2 by
11 inches may be submitted or required if reduction would render them illegible
or difficult to interpret.
(2)
If color coding is used, it should be legible and the code
distinct when reproduced on black and white photocopy machines.
(3)
Drawings shall be submitted at a standard engineering scale.
(4)
Each map or plan drawing shall have:
(A)
a dated title block;
(B)
a bar scale at least one inch long;
(C)
a revision block;
(D)
the responsible engineer's signature and seal with intended
purpose, if required;
(E)
the drawing number and a page number;
(F)
a north arrow. Preferred orientation is to have the north
arrow pointing toward the top of the page;
(G)
a reference to the base map source and date if the map
is based on another map. The latest published edition of the base map should
be used;
(H)
a legend;
(I)
two longitudes and two latitudes showing on all general
location maps;
(J)
the boundary of the site; and
(K)
match lines and section lines which shall reference the
drawing where the match or section is shown. Section drawings should note
from where the section was taken.
(j)
Application format.
(1)
General information. The first part of the application,
Part A, is designed to provide information that is required regardless of
the type of site involved. All items required by this section shall be submitted.
(2)
Title page. The title page shall show the name of the project,
the municipal solid waste registration application number if known, the name
of the applicant, the location by city and county, the date of preparation
and, if appropriate, the number and date of the revision. It shall be signed
and sealed as required by the Texas Engineering Practice Act.
(3)
Table of contents. The table of contents shall list and
give the page numbers for the main sections of the application.
(4)
Part A Application Form. The Part A Application Form shall
be completed, signed by the applicant, and notarized on a form provided by
the agency.
(k)
Land use. To assist the executive director in evaluating
the impact of the facility on the surrounding area, the applicant shall provide
the following:
(1)
a description of the zoning, if any, at the facility and
within one mile of the facility. If the facility requires approval as a nonconforming
use or a special use permit from the local government having jurisdiction,
a copy of such approval shall be submitted with the application;
(2)
a description of the character of the surrounding land
uses within one mile of the proposed facility;
(3)
proximity to residences and other uses (e.g. schools, churches,
cemeteries, historic structures, historic sites, archaeologically significant
sites, sites having exceptional aesthetic quality, parks, recreational sites,
recreational facilities, licensed day care etc.). Give the approximate number
of residences and business establishments within one mile of the proposed
facility including the distances and directions to the nearest residences
and businesses;
(4)
a discussion that shows the facility is compatible with
the surrounding land uses; and
(5)
a constructed land use map showing the land use, zoning,
residences, businesses, schools, churches, cemeteries, historic structures,
historic sites, archaeologically significant sites, sites having exceptional
aesthetic quality, licensed day care centers, parks, recreational sites and
recreational facilities within one mile of the facility and wells within 500
feet of the facility.
(l)
Access. To assist the executive director in evaluating
the impact of the facility on the surrounding roadway system, the applicant
shall provide the following:
(1)
data on the roadways, within one mile of the facility,
used to access the facility. The data shall include dimensions, surfacing,
general condition, capacity and load limits;
(2)
data on the volume of vehicular traffic on access roads
within one mile of the proposed facility. The applicant shall include both
existing and projected traffic during the life of the facility (for projected
include both traffic generated by the facility and anticipated increase without
the facility);
(3)
an analysis of the impact the facility will have on the
area roadway system, including a discussion on any mitigating measures (turning
lanes, roadway improvements, intersection improvements, etc.) proposed with
the project; and
(4)
an access roadway map showing all area roadways within
a mile of the facility. The data and analysis required in paragraphs (1) -
(3) of this subsection must be keyed to this map.
(m)
Site plans. To assist the executive director in evaluating
the impact of the facility on the environment, public safety, and public health,
the applicant shall provide the following.
(1)
Surface water protection plan. The surface water protection
plan shall be prepared by a licensed professional engineer. At a minimum the
applicant shall provide all of the following.
(A)
A design for a run-on control system capable of preventing
flow onto the facility and into active excavation areas during the peak discharge
from at least a 25-year, 24-hour rainfall event.
(B)
A design for a run-off management system to collect and
control at least the peak discharge from the facility generated by a 25-year
24-hour rainfall event.
(C)
A design for a contaminated water collection system to
collect and contain all leachate. Leachate shall not be used in any of the
facility processes.
(D)
Drainage calculations as follows.
(i)
Calculations for areas of 200 acres or less shall follow
the rational method as specified in the Texas Department of Transportation
Bridge Division Hydraulic Manual.
(ii)
Calculations for discharges from areas greater than 200
acres shall be computed by using USGS/DHT hydraulic equations compiled by
the United States Geological Survey and the Texas Department of Transportation
Bridge Division Hydraulic Manual, the HEC-1 and HEC-2 computer programs developed
through the Hydrologic Engineering Center of the United States Army Corps
of Engineers, or an equivalent or better method approved by the executive
director.
(iii)
Calculations for sizing containment facilities for leachate
shall be shown to be determined based on the facilities proposed leachate
disposal method.
(iv)
Temporary and permanent erosion control measures shall
be discussed.
(v)
Drainage Maps and Drainage Plans shall be provided as follows:
(I)
an off-site topographic drainage map showing all areas
which contribute to the facilities run-on. The map shall delineate the drainage
basins and sub-basins, show the direction of flow, time of concentration,
basin area, rainfall intensity and flow rate. This map shall also show all
creeks, rivers, intermittent streams, lakes, bayous, bays, estuaries, arroyos,
and other surface waters in the state. All calculations shall be provided.
(II)
a pre-construction on-site drainage map. The map shall
delineate the drainage basins and sub- basins, show the direction of flow,
time of concentration, basin area, rainfall intensity and flow rate. All calculations
shall be provided.
(III)
a post-construction on-site drainage map. The map shall
delineate the drainage basins and sub- basins, show the direction of flow,
time of concentration, basin area, rainfall intensity and flow rate. All calculations
shall be provided.
(IV)
a drainage facilities map. The map shall show all proposed
drainage facilities (ditches, ponds, piping, inlets, outfalls, structures,
etc.) and design parameters (velocities, cross-section areas, grades, flowline
elevations, flow rates, etc.). Complete cross sections of all ditches and
ponds shall be included.
(V)
a profile drawing. The drawing shall include profiles of
all ditches and pipes. Profiles shall include top of bank, flowline, hydraulic
grade flowrate, velocities, and existing groundline. Ditches and swales shall
have a minimum of one foot of freeboard.
(VI)
a floodplain and wetlands map. The map shall show the
location and lateral extent of all floodplains and wetlands on the site and
on lands within 500 feet of the site.
(VII)
an erosion control map and sedimentation control plan
which indicates placement of erosion control features on the site.
(E)
The test pit evaluation report shall be prepared by an
engineer. Prior approval of a test pit plan must be obtained from the executive
director before excavation of test pits including location and depth of all
test pits. The applicant shall include a discussion and information on the
following:
(i)
a description of the characteristics of waste observed
in test pits excavated on the site to include the percent of paper, plastics,
ferrous metal, other metal, glass, other constituents, and soil fraction by
weight.
(ii)
test pits shall extend four feet beneath the waste or
to a depth authorized by the executive director and information submitted
shall include a Toxicity Characteristic Leaching Procedure (TCLP) of the soil
to characterize the soil beneath the site. Liners if present shall not be
disrupted.
(iii)
a TCLP of each representative type of waste excavated
must be included in the report. Additionally, waste excavated from each test
pit must be analyzed for asbestos and polychlorinated biphenyl. Consideration
should be given to analysis of waste material from each test pit for hazardous
waste constituents.
(iv)
a sufficient number of test pits shall be performed to
establish the properties of the waste. The number of test pits shall be three
for a site of five acres or less. For sites larger than five acres the required
number of test pits shall be three pits plus one for every five acres or fraction
thereof. The number of test pits shall be approved by the executive director
prior to making the pits. The test pits should be sufficiently large to provide
representative information.
(v)
all test pits where waste is removed shall be backfilled
with clean CH or CL clay. The excavation shall be backfilled to exceed the
existing grade and provide positive drainage.
(vi)
the applicant shall prepare a cross-section drawing using
the information from the test pits to depict the top and bottom elevations
of the landfill.
(vii)
the applicant shall include a plan view map depicting
the location and extent (vertical and lateral) of the waste unit and proposed
extent of mining/recovery operations. In areas with liners, mining operations
should not extend below the top of the protective cover of the liner. In areas
where no liner exists, excavation operations may extend below the waste.
(viii)
as a part of the test pit evaluation report, historical
records of landfill operations, where available, shall be evaluated to determine
such things as hazardous waste potential, receipt of special waste, types
of waste received, special waste disposal areas, construction and demolition
material disposal areas, methane and leachate records, age, volume, and disposal
methods, existence of liners, gas collection systems, and leachate collection
systems.
(ix)
all waste removed in test pit evaluation must be disposed
of in a permitted landfill.
(F)
In cases where a geologic/hydrogeologic report is determined
to be needed by the executive director, the geologic/hydrogeologic report
shall be prepared and signed by a licensed professional engineer or geoscientist.
If determined to be needed by the executive director, the applicant shall
include discussion and information on all of the following:
(i)
a description of the regional geology of the area. This
section must include:
(I)
a geologic map of the region with text describing the stratigraphy
and lithology of the map units. An appropriate section of a published map
series such as the Geologic Atlas of Texas prepared by the Bureau of Economic
Geology is acceptable;
(II)
a description of the generalized stratigraphic column
in the facility area from the base of the lowermost aquifer capable of providing
usable groundwater, or from a depth of 1,000 feet, whichever is less, to the
land surface. The geologic age, lithology, variation in lithology, thickness,
depth geometry, hydraulic conductivity, and depositional history of each geologic
unit should be described based upon available geologic information.
(ii)
a description of the geologic processes active in the
vicinity of the facility. This description shall include an identification
of any faults and/or subsidence in the area of the facility.
(iii)
a description of the regional aquifers in the vicinity
of the facility based upon published and open- file sources. The section must
provide:
(I)
aquifer names and their association with geologic units
described in clause (ii) of this subparagraph;
(II)
a description of the composition of the aquifer(s);
(III)
a description of the hydraulic properties of the aquifer(s);
(IV)
information on whether the aquifers are under water table
or artesian conditions;
(V)
information on whether the aquifers are hydraulically connected;
(VI)
a regional water-table contour map or potentiometric surface
map for each aquifer, if available;
(VII)
an estimate of the rate of groundwater flow;
(VIII)
typical values or a range of values for total dissolved
solids content of groundwater from the aquifers;
(IX)
identification of areas of recharge to the aquifers within
five miles of the site; and
(X)
the present use of groundwater withdrawn from aquifers
in the vicinity of the facility. The identification, location, and aquifer
of all water wells within one mile of the property boundaries of the facility
must be provided.
(iv)
a subsurface investigation report. If determined to be
needed by the executive director, the subsurface investigation report must
include all or any part of the following details. The report must describe
all borings drilled on-site to test soils and characterize groundwater and
must include a site map drawn to scale showing the surveyed locations and
elevations of the boring. Boring logs must include a detailed description
of materials encountered including any discontinuities such as fractures,
fissures, slickensides, lenses, or seams. Each boring must be presented in
the form of a log that contains, at a minimum, the boring number; surface
elevation and location coordinates; and a columnar section with text showing
the elevation of all contacts between soil and rock layers, description of
each layer using the unified soil classification, color, degree of compaction,
and moisture content. A key explaining the symbols used on the boring logs
and the classification terminology for soil type, consistency, and structure
must be provided.
(I)
If determined to be necessary by the executive director,
a sufficient number of borings shall be performed to establish subsurface
stratigraphy and to determine geotechnical properties of the soils and rocks
beneath the facility. If borings records exist from a previous authorization,
additional borings may not be necessary. The number of borings necessary can
only be determined after the general characteristics of a site are analyzed.
The minimum number of borings required for a site shall be three for sites
of five acres or less, for sites larger than five acres the required number
of borings shall be three borings plus one boring for each additional five
acres or fraction thereof. The boring plan shall be approved by the executive
director prior to making the borings.
(II)
Borings shall be sufficiently deep to allow identification
of the uppermost aquifer and underlying hydraulically interconnected aquifers.
Borings shall penetrate the uppermost aquifer and all deeper hydraulically
interconnected aquifers and be deep enough to identify the aquiclude at the
lower boundary. All the borings shall be at least five feet deeper than the
elevation of the deepest excavation. In addition, at least the number of borings
shown on the Table of Borings shall be drilled to a depth at least 30 feet
below the deepest excavation planned at the waste management unit, unless
the executive director approves a different depth. If no aquifers exist within
50 feet of the elevation of the deepest excavation, at least one test hole
shall be drilled to the top of the first perennial aquifer beneath the site,
if sufficient data does not exist to accurately locate it. The executive director
may accept data equivalent to a deep boring on the site to determine information
for aquifers more than 50 feet below the site. Aquifers more than 300 feet
below the lowest excavation and where the estimated travel times for constituents
to the aquifer are in excess of 30 years plus the estimated life of the site,
need not be identified through borings. The number of borings shall be determined
in consultation with the executive director.
(III)
All borings shall be conducted in accordance with established
field exploration methods. Care must be taken to not extend borings through
buried waste and into groundwater.
(IV)
Installation, abandonment, and plugging of the boring
shall be in accordance with the rules of the commission.
(V)
The applicant shall prepare cross-sections utilizing the
information from the boring and depicting the generalized strata at the facility.
(VI)
The report shall contain a summary of the investigator's
interpretations of the subsurface stratigraphy based upon the field investigation.
(v)
a groundwater investigation report. If required by the
executive director, this report must establish and present the groundwater
flow characteristics at the site and must include groundwater elevation, gradient,
and direction of flow. The flow characteristics and most likely pathway(s)
for pollutant migration must be discussed in a narrative format and shown
graphically on a piezometric contour map. The groundwater data must be collected
from piezometers installed at the site. The minimum number of piezometers
required for the site must be three for sites of five acres or less; for sites
greater than five acres the total number of piezometers required must be three
piezometers plus one piezometer for each additional five acres or fraction
thereof unless otherwise approved by the executive director.
(G)
The application shall demonstrate the processing facility
is designed so as not to contaminate the groundwater and so as to protect
the existing groundwater quality from degradation. At a minimum, groundwater
protection must consist of all of the following.
(i)
Liner system. All excavated waste storage, processing,
and screening shall be located on a surface which is adequately lined to control
seepage. The liner shall be covered with a material designed to withstand
normal traffic from the processing operations.
(ii)
Groundwater monitor system. If required by the executive
director, a groundwater monitoring system must be designed and installed such
that the system will reasonably assure detection of any contamination of the
groundwater before it migrates beyond the boundaries of the processing area.
(I)
If required, details of monitor well construction and placement
of monitor wells shall be shown on the site plan;
(II)
A groundwater sampling program in accordance with Subchapter
I of this chapter (relating to Groundwater Monitoring and Corrective Action)
shall be provided. Monitoring shall be continued through the duration of processing
and until the executive director determines monitoring is no longer needed.
(iii)
Interface with existing groundwater protection facilities.
Consideration must be given to how excavations around any existing liners,
leachate collection systems, and gas collection systems will be handled. Any
existing liner, leachate collection system, or gas collection system must
be maintained as functional and operated until made obsolete by the progression
of excavation.
(H)
The facility plan and facility layout shall be prepared
by a licensed professional engineer. All proposed facilities, structures,
and improvements must be clearly shown and annotated on this drawing. The
plan must be drawn to standard engineering scale. Any necessary details or
sections must be included. As a minimum the plan must show property boundaries,
fencing, internal roadways, processing area, facility office, sanitary facilities,
potable water facilities, storage areas, etc. If phasing is proposed for the
facility, a separate facility plan for each phase is required.
(I)
The process description shall be composed of a descriptive
narrative along with a process diagram. The process description shall include
all of the following.
(i)
Material identification. The applicant shall prepare a
list of the typical materials intended for processing along with the anticipated
volume to be processed. This section shall also contain an estimate of the
daily quantity of material to be processed at the facility along with a description
of the proposed process of screening for hazardous materials.
(ii)
Excavation process. Indicate the methods of excavating
the buried waste materials. Indicate how the material is handled, how long
it remains in the area, what equipment is used, how the material is moved
from the excavation area, how the area of excavation can be held to a minimum,
the maximum side slopes in buried waste, and the maximum area of excavation
at any one time. The sequence of excavation shall be shown.
(iii)
Process. Indicate what happens to process the waste to
recover reusable or recyclable material. Indicate what process or processes
are used. The narrative shall include, any water addition, processing rates,
equipment, and mass balance calculations.
(iv)
Process waters. Indicate how any process water will be
handled and disposed of if a wet mining process is to be used.
(v)
Product distribution. Provide a complete narrative on product
distribution to include items such as disposition of material recovered and
probable use of soils on-site and off-site.
(vi)
Process diagram. Provide a process diagram that depicts
graphically the general process.
(J)
The health and safety plan must be composed of a descriptive
narrative describing types of equipment and methods of its use for all of
the following:
(i)
air monitoring;
(ii)
radiation monitoring;
(iii)
pathogen monitoring;
(iv)
hazardous constituent monitoring;
(v)
personal protective equipment;
(vi)
decontamination plans;
(vii)
emergency response plans; and
(viii)
fire protection.
(K)
Contingency plans must include a description of the courses
of action which should be taken in response to abnormal or unsafe events that
may occur during excavation or material processing. The contingency plan must
address hazard evaluation and protection from potential hazards, including
engineering controls, personal protection equipment, and air monitoring techniques.
The plan must include decontamination procedures, on-site communication procedures,
and emergency procedures. The contingency plan must be composed of a narrative
describing actions taken in response to all of the following:
(i)
hazardous constituents;
(ii)
leachate;
(iii)
drums;
(iv)
compressed gas cylinders;
(v)
unanticipated releases;
(vi)
unanticipated emergency;
(vii)
fires and explosions;
(viii)
hydrogen sulfide; and
(ix)
respiratory protection.
(2)
Site operating plan. This document is to provide guidance
from the design engineer to site management and operating personnel in sufficient
detail to enable them to conduct day to day operations in a manner consistent
with the engineer's design. As a minimum, the site operating plan shall include
specific guidance or instructions on the all of the following:
(A)
the minimum number of personnel and their functions to
be provided by the site operator in order to have adequate capability to conduct
the operation in conformance with the design and operational standards;
(B)
the minimum number and operational capacity of each type
of equipment to be provided by the site operator in order to have adequate
capability to conduct the operation in conformance with the design and operational
standards;
(C)
security, site access control, traffic control and safety;
(D)
control of dumping within designated areas, screening for
unprocessable or unauthorized material;
(E)
fire prevention and control plan that shall comply with
provisions of the local fire code, provision for fire-fighting equipment,
and special training requirements for fire fighting personnel;
(F)
control of windblown material;
(G)
vector control;
(H)
quality assurance and quality control. As a minimum the
applicant shall provide testing and assurance in accordance with the provisions
of §330.417 of this title (relating to Sampling and Analysis Requirements
for Soil Final Product);
(I)
control of airborne emissions;
(J)
minimizing odors;
(K)
equipment failures and alternative disposal and storage
plans in the event of equipment failure;
(L)
a description of the intended final use of materials;
(M)
a description of how saturated waste will be dried;
(N)
a description of how mining operations will be conducted;
(O)
a description of how oversized material such as white goods
will be managed;
(P)
consideration of odor masking agents;
(Q)
a description of how mining operations will be conducted
to avoid interference with any daily landfill practices; and
(R)
evaluation of excavated material at a determined frequency.
(3)
Legal description of the facility. The applicant shall
submit an official metes and bounds description, and plat of the landfill
area to be mined and an official metes and bounds description, and plat of
the process area if the process area is not within the boundaries of the landfill
to be mined. The description and plat shall be prepared and sealed by a registered
professional land surveyor.
(4)
Financial assurance. Municipal solid waste landfill facilities
are subject to the requirements specified in Subchapter K of this chapter
(relating to Closure, Post-Closure, and Corrective Action) and Chapter 37,
Subchapter R of this title (relating to Financial Assurance for Municipal
Solid Waste Facilities).
(5)
Landowner list. The applicant shall include a list of landowners,
residents, and businesses within one-half mile of the facility boundaries
along with an appropriately scaled map locating property owned by the landowners.
This agency hereby certifies that the adoption has been
reviewed by legal counsel and found to be a valid exercise of the agency's
legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304802
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
The Texas Commission on Environmental Quality (commission) adopts
amendments to §§335.1, 335.116, 335.123, 335.156, 335.172, 335.204,
335.348, and 335.553. Sections 335.1, 335.116, 335.123, 335.156, 335.172,
335.348, and 335.553 are adopted
with changes
to
the proposed text as published in the May 30, 2003 issue of the
Texas Register
(28 TexReg 4266). Section 335.204 is adopted
without change
to the proposed text and will not be republished.
BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE ADOPTED RULES
Senate Bill (SB) 405, 77th Legislature, established the Texas Board of
Professional Geoscientists and the regulation of professional geoscientists.
The Texas Geoscience Practice Act (the Act) requires that a person may not
take responsible charge of a geoscientific report or a geoscientific portion
of a report required by state agency rule unless the person is licensed through
the Texas Board of Professional Geoscientists. The primary purpose of the
adopted amendments is to establish regulations for the public practice of
geoscience in conformance with the Act by requiring a person who prepares
and submits geoscientific information to the commission to be a licensed professional
geoscientist. The Act also allows certain specified engineers to publicly
practice geoscience in conformance with the Act. According to the bill analysis
prepared at the time of passage, the ultimate purpose of the Act was public
safety through the public registration of the practice of geoscience.
SECTION BY SECTION DISCUSSION
Adopted §335.1, Definitions, amends the introductory paragraph by
deleting the word "shall" and the phrase "unless the context clearly indicates
otherwise." The definition of licensed professional geoscientist is adopted
as new paragraph (85). The definition of person in paragraph (104) is deleted
because it is defined in 30 TAC Chapter 3, Definitions. Existing paragraphs
(85) - (103) are renumbered accordingly. In addition, an administrative change
is made from proposal in paragraph (27) to correct "ground water" to "groundwater."
Adopted §335.116, Applicability of Groundwater Monitoring Requirements,
replaces the term "qualified geologist" with "licensed professional geoscientist"
regarding the demonstration of groundwater monitoring requirements. In addition,
an administrative change is made from proposal in subsection (c)(1)(B) to
correct "ground water" to "groundwater."
Adopted §335.123, Closure and Post-Closure (Land Treatment Facilities),
replaces the term "independent qualified soil scientist" with "independent
licensed professional geoscientist" regarding certification of closures.
Adopted §335.156, Applicability of Groundwater Monitoring and Response,
replaces the term "qualified geologist" with "licensed professional geoscientist."
At the January 8, 2003 commission agenda for the post-closure rules (Rule
Log Number 2000-048-335-WS), the text of §335.156(a)(2) was inadvertently
adopted as the text for §335.156(b)(2). Therefore, the correct text of §335.156(b)(2)
has been properly added as originally proposed in the post-closure rules.
In addition, an administrative change is made from proposal in subsection
(b)(3) to correct a typographical error.
Adopted §335.172, Closure and Post-Closure Care (Land Treatment Units),
replaces the term "independent qualified soil scientist" with "independent
licensed professional geoscientist."
Adopted §335.204, Unsuitable Site Characteristics, replaces the term
"qualified geologist" with "licensed professional geoscientist."
Adopted §335.348, General Requirements for Remedial Investigations,
adds new subsection (n) requiring that all engineering and geoscientific information
submitted to the agency shall be prepared by, or under the supervision of,
a licensed professional engineer or licensed professional geoscientist, and
shall be signed, sealed, and dated by qualified professionals as required
by the Texas Engineering Practice Act and the Texas Geoscience Practice Act
and the licensing and registration boards under these acts. In addition, an
administrative change is made from proposal in subsection (d)(3) to correct
"ground water" to "groundwater."
Adopted §335.553, Required Information, adds the requirement that
all engineering and geoscientific information submitted to the agency shall
be prepared by, or under the supervision of, a licensed professional engineer
or licensed professional geoscientist, and shall be signed, sealed, and dated
by qualified professionals as required by the Texas Engineering Practice Act
and the Texas Geoscience Practice Act and the licensing and registration boards
under these acts. In addition, administrative changes are made from proposal
to correct "ground water" to "groundwater" and to correct cross-reference
titles.
FINAL REGULATORY IMPACT ANALYSIS DETERMINATION
The commission reviewed the adopted rulemaking in light of the regulatory
analysis requirements of Texas Government Code, §2001.0225, and determined
that the rulemaking is not subject to §2001.0225 because it does not
meet the criteria for a "major environmental rule" as defined in that statute.
A "major environmental rule" means a rule the specific intent of which is
to protect the environment or reduce risks to human health from environmental
exposure and that may adversely affect in a material way the economy, a sector
of the economy, productivity, competition, jobs, the environment, or the public
health and safety of the state or a sector of the state.
The specific intent of the adopted rules is to establish regulations allowing
for the public practice of geoscience in agency procedures in accordance with
the Act. The Act requires that a person may not take responsible charge of
a geoscientific report or a geoscientific portion of a report required by
a state agency rule unless the person is licensed through the Texas Board
of Professional Geoscientists. The Act also allows certain specified engineers
to publicly practice geoscience in conformance with the Act. The adopted rules
are not specifically intended to protect the environment or reduce risks to
human health. The adopted rules are intended to establish procedures to require
that specific reports and necessary data submitted to the commission be produced,
signed, sealed, and dated by licensed professional geoscientists who have
obtained their licenses through the Texas Board of Professional Geoscientists.
Therefore, it is not anticipated that the adopted rules will adversely affect
in a material way the economy, a sector of the economy, productivity, competition,
jobs, the environment, or the public health and safety of the state or a sector
of the state. The commission concludes that these adopted rules do not meet
the definition of major environmental rule.
Furthermore, even if the adopted rules did meet the definition of a major
environmental rule, the rules are not subject to Texas Government Code, §2001.0225,
because they do not accomplish any of the four results specified in §2001.0225(a).
Section 2001.0225(a) applies to a rule adopted by an agency, the result of
which is to: 1) exceed a standard set by federal law, unless the rule is specifically
required by state law; 2) exceed an express requirement of state law, unless
the rule is specifically required by federal law; 3) exceed a requirement
of a delegation agreement or contract between the state and an agency or representative
of the federal government to implement a state and federal program; or 4)
adopt a rule solely under the general powers of the agency instead of under
a specific state law.
In this case, the adopted rules do not meet any of these requirements.
First, there are no federal standards that these rules would exceed. Second,
the adopted rules do not exceed an express requirement of state law. Third,
there is no delegation agreement that would be exceeded by these adopted rules.
Fourth, the commission adopts these rules to allow for the public practice
of geoscience in agency procedures in accordance with the Act. Therefore,
the commission does not adopt the rules solely under the commission's general
powers.
TAKINGS IMPACT ASSESSMENT
The commission evaluated these adopted rules and performed an assessment
of whether these rules constitute a takings under Texas Government Code, Chapter
2007. The specific intent of the rules is to establish regulations allowing
for the public practice of geoscience in agency procedures in accordance with
the Act. The adopted rules would substantially advance this stated purpose
by requiring that specific reports and necessary data submitted to the commission
be produced, signed, sealed, and dated by licensed professional geoscientists
who have obtained their licenses through the Texas Board of Professional Geoscientists.
Promulgation and enforcement of these adopted rules would be neither a
statutory nor a constitutional taking of private real property. Specifically,
the rules do not affect a landowner's rights in private real property by burdening
private real property, nor restricting or limiting a landowner's right to
property, or reducing the value of property by 25% or more beyond that which
would otherwise exist in the absence of the adopted rules. These rules simply
require that specific portions of applications or necessary data submitted
to the commission be produced, signed, sealed, and dated by a qualified professional
individual who has demonstrated his or her qualifications by obtaining a license
to engage in the public practice of geoscience from the Texas Board of Professional
Geoscientists. The Act also allows certain specified engineers to publicly
practice geoscience in conformance with the Act. These adopted rules do not
affect any private real property.
There are no burdens imposed on private real property, and the benefits
to society are better applications for environmental permits based upon reliable
reports and data submitted by qualified licensed professional geoscientists.
CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM
The commission reviewed the adopted rulemaking and found that the adoption
is a rulemaking identified in Coastal Coordination Act Implementation Rules,
31 TAC §505.11(b)(2), relating to Actions and Rules Subject to the Texas
Coastal Management Program (CMP), or will affect an action and/or authorization
identified in Coastal Coordination Act Implementation Rules, 31 TAC §505.11(a)(6).
The commission prepared a consistency determination for the rules under 31
TAC §505.22 and found that the rulemaking is consistent with the applicable
CMP goals and policies. The CMP goal applicable to the rulemaking is the goal
to protect, preserve, restore, and enhance the diversity, quality, quantity,
functions, and values of coastal natural resource areas. CMP policies applicable
to the adopted rules include the construction and operation of solid waste
treatment, storage, and disposal facilities, and the discharge of municipal
and industrial wastewater to coastal waters. Promulgation and enforcement
of these rules will not violate (exceed) any standards identified in the applicable
CMP goals and policies because the adopted rule changes do not modify or alter
standards set forth in existing rules, and do not govern or authorize any
actions subject to the CMP. The adopted rulemaking would require a person
who prepares and submits geoscientific information to the agency to be a licensed
professional geoscientist. The Act also allows certain specified engineers
to publicly practice geoscience in conformance with the Act.
PUBLIC COMMENT
A public hearing was not held on this rulemaking and one comment was received
from the Texas Board of Professional Geoscientists (TBPG) during the comment
period, which closed June 30, 2003.
RESPONSE TO COMMENT
TBPG stated that the proposed rules add needed clarification to commission
rules as the rules relate to the role of professional geoscientists. TBPG
recommended that §335.123(e) be modified to remove the requirement that
certification be performed by the owner or operator in some cases.
The commission disagrees with this comment. 40 Code of Federal Regulations
(CFR) §265.115, referenced in 30 TAC §335.123(e), requires that
the owner/operator submit certification that a hazardous waste management
unit or facility has been closed in accordance with the approved closure plan.
Moreover, the certification must be signed by both the owner/operator and
an independent licensed professional engineer or an independent licensed professional
geoscientist. No change has been made in response to this comment.
TBPG commented that §335.123(e) should be modified to provide that
the certification in question can be performed by either an independent licensed
professional geoscientist or an independent licensed professional engineer.
40 CFR §265.115 requires certifications by an independent registered
professional engineer. Section 335.123(e) allows an independent licensed professional
geoscientist to certify closures in lieu of an independent licensed professional
engineer. No change has been made in response to this comment.
TBPG commented that §335.172(b) should be modified to require that
certification be performed by an "independent" licensed professional geoscientist.
The commission agrees with this comment and has changed the rule language
to add the word "independent" before "licensed professional geoscientist."
TBPG commented that the "in lieu of" language be replaced by "or" in §335.172(b).
The commission disagrees with this comment. Existing rule language supports
the TBPG recommendation to allow certifications by both independent licensed
professional engineers and geoscientists. The use of the words "in lieu of"
in §335.123(e) correctly highlights the fact that state regulations provide
certification by independent licensed professional geoscientists as an alternative
to the professional engineers required by the federal regulations. No change
has been made in response to this comment.
TBPG commented that the term "registered professional engineer" should
be replaced with "licensed professional engineer."
The commission agrees with this comment, and has added the word "licensed"
to §335.172(b), regarding closure and post-closure of permitted status
hazardous waste management units, to mirror §335.123(e) concerning closure
and post-closure of interim status hazardous waste management units.
Subchapter A. INDUSTRIAL SOLID WASTE AND MUNICIPAL HAZARDOUS WASTE IN GENERAL
30 TAC §335.1
STATUTORY AUTHORITY
The amendment is adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; and Texas Civil Statutes, Article
3271b, the Act, which authorizes the public practice of geoscience in the
State of Texas.
§335.1.Definitions.
In addition to the terms defined in Chapter 3 of this title (relating
to Definitions), the following words and terms, when used in this chapter,
have the following meanings.
(1)
Aboveground tank--A device meeting the definition of tank
in this section and that is situated in such a way that the entire surface
area of the tank is completely above the plane of the adjacent surrounding
surface and the entire surface area of the tank (including the tank bottom)
is able to be visually inspected.
(2)
Act--Texas Health and Safety Code, Chapter 361.
(3)
Active life--The period from the initial receipt of hazardous
waste at the facility until the executive director receives certification
of final closure.
(4)
Active portion--That portion of a facility where processing,
storage, or disposal operations are being or have been conducted after November
19, 1980, and which is not a closed portion. (See also "closed portion" and
"inactive portion.")
(5)
Activities associated with the exploration, development,
and protection of oil or gas or geothermal resources--Activities associated
with:
(A)
the drilling of exploratory wells, oil wells, gas wells,
or geothermal resource wells;
(B)
the production of oil or gas or geothermal resources, including:
(i)
activities associated with the drilling of injection water
source wells that penetrate the base of usable quality water;
(ii)
activities associated with the drilling of cathodic protection
holes associated with the cathodic protection of wells and pipelines subject
to the jurisdiction of the commission to regulate the production of oil or
gas or geothermal resources;
(iii)
activities associated with gasoline plants, natural gas
or natural gas liquids processing plants, pressure maintenance plants, or
repressurizing plants;
(iv)
activities associated with any underground natural gas
storage facility, provided the terms "natural gas" and "storage facility"
shall have the meanings set out in the Texas Natural Resources Code, §91.173;
(v)
activities associated with any underground hydrocarbon
storage facility, provided the terms "hydrocarbons" and "underground hydrocarbon
storage facility" shall have the meanings set out in the Texas Natural Resources
Code, §91.173; and
(vi)
activities associated with the storage, handling, reclamation,
gathering, transportation, or distribution of oil or gas prior to the refining
of such oil or prior to the use of such gas in any manufacturing process or
as a residential or industrial fuel;
(C)
the operation, abandonment, and proper plugging of wells
subject to the jurisdiction of the commission to regulate the exploration,
development, and production of oil or gas or geothermal resources; and
(D)
the discharge, storage, handling, transportation, reclamation,
or disposal of waste or any other substance or material associated with any
activity listed in subparagraphs (A) - (C) of this paragraph, except for waste
generated in connection with activities associated with gasoline plants, natural
gas or natural gas liquids processing plants, pressure maintenance plants,
or repressurizing plants if that waste is a hazardous waste as defined by
the administrator of the EPA in accordance with the Federal Solid Waste Disposal
Act, as amended (42 United States Code, §§6901
et seq
.).
(6)
Administrator--The administrator of the EPA or his designee.
(7)
Ancillary equipment--Any device that is used to distribute,
meter, or control the flow of solid waste or hazardous waste from its point
of generation to a storage or processing tank(s), between solid waste or hazardous
waste storage and processing tanks to a point of disposal on-site, or to a
point of shipment for disposal off-site. Such devices include, but are not
limited to, piping, fittings, flanges, valves, and pumps.
(8)
Aquifer--A geologic formation, group of formations, or
part of a formation capable of yielding a significant amount of groundwater
to wells or springs.
(9)
Area of concern--Any area of a facility under the control
or ownership of an owner or operator where a release to the environment of
hazardous wastes or hazardous constituents has occurred, is suspected to have
occurred, or may occur, regardless of the frequency or duration.
(10)
Authorized representative--The person responsible for
the overall operation of a facility or an operation unit (i.e., part of a
facility), e.g., the plant manager, superintendent, or person of equivalent
responsibility.
(11)
Battery--Has the definition adopted under §335.261
of this title (relating to Universal Waste Rule).
(12)
Boiler--An enclosed device using controlled flame combustion
and having the following characteristics:
(A)
the unit must have physical provisions for recovering and
exporting thermal energy in the form of steam, heated fluids, or heated gases;
(B)
the unit's combustion chamber and primary energy recovery
section(s) must be of integral design. To be of integral design, the combustion
chamber and the primary energy recovery section(s) (such as waterwalls and
superheaters) must be physically formed into one manufactured or assembled
unit. A unit in which the combustion chamber and the primary energy recovery
section(s) are joined only by ducts or connections carrying flue gas is not
integrally designed; however, secondary energy recovery equipment (such as
economizers or air preheaters) need not be physically formed into the same
unit as the combustion chamber and the primary energy recovery section. The
following units are not precluded from being boilers solely because they are
not of integral design:
(i)
process heaters (units that transfer energy directly to
a process stream); and
(ii)
fluidized bed combustion units;
(C)
while in operation, the unit must maintain a thermal energy
recovery efficiency of at least 60%, calculated in terms of the recovered
energy compared with the thermal value of the fuel; and
(D)
the unit must export and utilize at least 75% of the recovered
energy, calculated on an annual basis. In this calculation, no credit shall
be given for recovered heat used internally in the same unit. (Examples of
internal use are the preheating of fuel or combustion air, and the driving
of induced or forced draft fans or feedwater pumps); or
(E)
the unit is one which the executive director has determined,
on a case-by-case basis, to be a boiler, after considering the standards in §335.20
of this title (relating to Variance to be Classified as a Boiler).
(13)
Carbon regeneration unit--Any enclosed thermal treatment
device used to regenerate spent activated carbon.
(14)
Certification--A statement of professional opinion based
upon knowledge and belief.
(15)
Class 1 wastes--Any industrial solid waste or mixture
of industrial solid wastes which because of its concentration, or physical
or chemical characteristics, is toxic, corrosive, flammable, a strong sensitizer
or irritant, a generator of sudden pressure by decomposition, heat, or other
means, or may pose a substantial present or potential danger to human health
or the environment when improperly processed, stored, transported, or disposed
of or otherwise managed, as further defined in §335.505 of this title
(relating to Class 1 Waste Determination).
(16)
Class 2 wastes--Any individual solid waste or combination
of industrial solid waste which cannot be described as Hazardous, Class 1
or Class 3 as defined in §335.506 of this title (relating to Class 2
Waste Determination).
(17)
Class 3 wastes--Inert and essentially insoluble industrial
solid waste, usually including, but not limited to, materials such as rock,
brick, glass, dirt, and certain plastics and rubber, etc., that are not readily
decomposable, as further defined in §335.507 of this title (relating
to Class 3 Waste Determination).
(18)
Closed portion--That portion of a facility which an owner
or operator has closed in accordance with the approved facility closure plan
and all applicable closure requirements. (See also "active portion" and "inactive
portion.")
(19)
Closure--The act of permanently taking a waste management
unit or facility out of service.
(20)
Commercial hazardous waste management facility--Any hazardous
waste management facility that accepts hazardous waste or polychlorinated
biphenyl compounds for a charge, except a captured facility or a facility
that accepts waste only from other facilities owned or effectively controlled
by the same person, where "captured facility" means a manufacturing or production
facility that generates an industrial solid waste or hazardous waste that
is routinely stored, processed, or disposed of on a shared basis in an integrated
waste management unit owned, operated by, and located within a contiguous
manufacturing complex.
(21)
Component--Either the tank or ancillary equipment of a
tank system.
(22)
Confined aquifer--An aquifer bounded above and below by
impermeable beds or by beds of distinctly lower permeability than that of
the aquifer itself; an aquifer containing confined groundwater.
(23)
Consignee--The ultimate treatment, storage, or disposal
facility in a receiving country to which the hazardous waste will be sent.
(24)
Container--Any portable device in which a material is
stored, transported, processed, or disposed of, or otherwise handled.
(25)
Containment building--A hazardous waste management unit
that is used to store or treat hazardous waste under the provisions of §335.152(a)(19)
or §335.112(a)(21) of this title (relating to Standards).
(26)
Contaminant--Includes, but is not limited to, "solid waste,"
"hazardous waste," and "hazardous waste constituent" as defined in this subchapter,
"pollutant" as defined in Texas Water Code (TWC), §26.001, and Texas
Health and Safety Code (THSC), §361.431, "hazardous substance" as defined
in THSC, §361.003, and other substances that are subject to the Texas
Hazardous Substances Spill Prevention and Control Act, TWC, §§26.261
- 26.268.
(27)
Contaminated medium/media--A portion or portions of the
physical environment to include soil, sediment, surface water, groundwater
or air, that contain contaminants at levels that pose a substantial present
or future threat to human health and the environment.
(28)
Contingency plan--A document setting out an organized,
planned, and coordinated course of action to be followed in case of a fire,
explosion, or release of hazardous waste or hazardous waste constituents which
could threaten human health or the environment.
(29)
Control--To apply engineering measures such as capping
or reversible treatment methods and/or institutional measures such as deed
restrictions to facilities or areas with wastes or contaminated media which
result in remedies that are protective of human health and the environment
when combined with appropriate maintenance, monitoring, and any necessary
further corrective action.
(30)
Corrective action management unit (CAMU)--An area within
a facility that is designated by the commission under 40 Code of Federal Regulations
Part 264, Subpart S, for the purpose of implementing corrective action requirements
under §335.167 of this title (relating to Corrective Action for Solid
Waste Management Units) and Texas Water Code, §7.031 (Corrective Action
related to Hazardous Waste). A CAMU shall only be used for the management
of remediation wastes in accordance with implementing such corrective action
requirements at the facility.
(31)
Corrosion expert--A person who, by reason of his knowledge
of the physical sciences and the principles of engineering and mathematics,
acquired by a professional education and related practical experience, is
qualified to engage in the practice of corrosion control on buried or submerged
metal piping systems and metal tanks. Such a person must be certified as being
qualified by the National Association of Corrosion Engineers or be a registered
professional engineer who has certification or licensing that includes education
and experience in corrosion control on buried or submerged metal piping systems
and metal tanks.
(32)
Decontaminate--To apply a treatment process(es) to wastes
or contaminated media whereby the substantial present or future threat to
human health and the environment is eliminated.
(33)
Designated facility--A Class 1 or hazardous waste storage,
processing, or disposal facility which has received an EPA permit (or a facility
with interim status) in accordance with the requirements of 40 Code of Federal
Regulations (CFR) Parts 270 and 124; a permit from a state authorized in accordance
with 40 CFR Part 271 (in the case of hazardous waste); a permit issued in
accordance with §335.2 of this title (relating to Permit Required) (in
the case of nonhazardous waste); or that is regulated under §335.24(f),
(g), or (h) of this title (relating to Requirements for Recyclable Materials
and Nonhazardous Recyclable Materials) or §335.241 of this title (relating
to Applicability and Requirements) and that has been designated on the manifest
by the generator in accordance with §335.10 of this title (relating to
Shipping and Reporting Procedures Applicable to Generators of Hazardous Waste
or Class 1 Waste and Primary Exporters of Hazardous Waste). If a waste is
destined to a facility in an authorized state which has not yet obtained authorization
to regulate that particular waste as hazardous, then the designated facility
must be a facility allowed by the receiving state to accept such waste.
(34)
Destination facility--Has the definition adopted under §335.261
of this title (relating to Universal Waste Rule).
(35)
Dike--An embankment or ridge of either natural or man-made
materials used to prevent the movement of liquids, sludges, solids, or other
materials.
(36)
Dioxins and furans (D/F)--Tetra, penta, hexa, hepta, and
octa-chlorinated dibenzo dioxins and furans.
(37)
Discharge or hazardous waste discharge--The accidental
or intentional spilling, leaking, pumping, pouring, emitting, emptying, or
dumping of waste into or on any land or water.
(38)
Disposal--The discharge, deposit, injection, dumping,
spilling, leaking, or placing of any solid waste or hazardous waste (whether
containerized or uncontainerized) into or on any land or water so that such
solid waste or hazardous waste or any constituent thereof may enter the environment
or be emitted into the air or discharged into any waters, including groundwaters.
(39)
Disposal facility--A facility or part of a facility at
which solid waste is intentionally placed into or on any land or water, and
at which waste will remain after closure. The term "disposal facility" does
not include a corrective action management unit into which remediation wastes
are placed.
(40)
Drip pad--An engineered structure consisting of a curbed,
free-draining base, constructed of a non-earthen materials and designed to
convey preservative kick-back or drippage from treated wood, precipitation,
and surface water run-on to an associated collection system at wood preserving
plants.
(41)
Elementary neutralization unit--A device which:
(A)
is used for neutralizing wastes which are hazardous only
because they exhibit the corrosivity characteristic defined in 40 Code of
Federal Regulations (CFR) §261.22, or are listed in 40 CFR Part 261,
Subpart D, only for this reason; or is used for neutralizing the pH of non-hazardous
industrial solid waste; and
(B)
meets the definition of tank, tank system, container, transport
vehicle, or vessel as defined in this section.
(42)
Environmental Protection Agency acknowledgment of consent--The
cable sent to EPA from the United States Embassy in a receiving country that
acknowledges the written consent of the receiving country to accept the hazardous
waste and describes the terms and conditions of the receiving country's consent
to the shipment.
(43)
Environmental Protection Agency hazardous waste number--The
number assigned by the EPA to each hazardous waste listed in 40 Code of Federal
Regulations (CFR) Part 26l, Subpart D and to each characteristic identified
in 40 CFR Part 26l, Subpart C.
(44)
Environmental Protection Agency identification number--The
number assigned by the EPA or the commission to each generator, transporter,
and processing, storage, or disposal facility.
(45)
Essentially insoluble--Any material, which if representatively
sampled and placed in static or dynamic contact with deionized water at ambient
temperature for seven days, will not leach any quantity of any constituent
of the material into the water in excess of current United States Public Health
Service or EPA limits for drinking water as published in the
Federal Register
.
(46)
Equivalent method--Any testing or analytical method approved
by the administrator under 40 Code of Federal Regulations §260.20 and §260.21.
(47)
Existing portion--That land surface area of an existing
waste management unit, included in the original Part A permit application,
on which wastes have been placed prior to the issuance of a permit.
(48)
Existing tank system or existing component--A tank system
or component that is used for the storage or processing of hazardous waste
and that is in operation, or for which installation has commenced on or prior
to July 14, 1986. Installation will be considered to have commenced if the
owner or operator has obtained all federal, state, and local approvals or
permits necessary to begin physical construction of the site or installation
of the tank system and if either:
(A)
a continuous on-site physical construction or installation
program has begun; or
(B)
the owner or operator has entered into contractual obligations--which
cannot be canceled or modified without substantial loss--for physical construction
of the site or installation of the tank system to be completed within a reasonable
time.
(49)
Explosives or munitions emergency--A situation involving
the suspected or detected presence of unexploded ordnance, damaged or deteriorated
explosives or munitions, an improvised explosive device, other potentially
explosive material or device, or other potentially harmful military chemical
munitions or device, that creates an actual or potential imminent threat to
human health, including safety, or the environment, including property, as
determined by an explosives or munitions emergency response specialist. These
situations may require immediate and expeditious action by an explosives or
munitions emergency response specialist to control, mitigate, or eliminate
the threat.
(50)
Explosives or munitions emergency response--All immediate
response activities by an explosives and munitions emergency response specialist
to control, mitigate, or eliminate the actual or potential threat encountered
during an explosives or munitions emergency, subject to the following:
(A)
an explosives or munitions emergency response includes
in-place render-safe procedures, treatment or destruction of the explosives
or munitions and/or transporting those items to another location to be rendered
safe, treated, or destroyed;
(B)
any reasonable delay in the completion of an explosives
or munitions emergency response caused by a necessary, unforeseen, or uncontrollable
circumstance will not terminate the explosives or munitions emergency; and
(C)
explosives and munitions emergency responses can occur
on either public or private lands and are not limited to responses at hazardous
waste facilities.
(51)
Explosives or munitions emergency response specialist--An
individual trained in chemical or conventional munitions or explosives handling,
transportation, render-safe procedures, or destruction techniques, including
United States Department of Defense (DOD) emergency explosive ordnance disposal,
technical escort unit, and DOD-certified civilian or contractor personnel;
and, other federal, state, or local government, or civilian personnel similarly
trained in explosives or munitions emergency responses.
(52)
Extrusion--A process using pressure to force ground poultry
carcasses through a decreasing-diameter barrel or nozzle, causing the generation
of heat sufficient to kill pathogens, and resulting in an extruded product
acceptable as a feed ingredient.
(53)
Facility--Includes:
(A)
all contiguous land, and structures, other appurtenances,
and improvements on the land, used for storing, processing, or disposing of
municipal hazardous waste or industrial solid waste. A facility may consist
of several storage, processing, or disposal operational units (e.g., one or
more landfills, surface impoundments, or combinations of them);
(B)
for the purpose of implementing corrective action under §335.167
of this title (relating to Corrective Action for Solid Waste Management Units),
all contiguous property under the control of the owner or operator seeking
a permit for the storage, processing, and/or disposal of hazardous waste.
This definition also applies to facilities implementing corrective action
under Texas Water Code, §7.031 (Corrective Action Relating to Hazardous
Waste).
(54)
Final closure--The closure of all hazardous waste management
units at the facility in accordance with all applicable closure requirements
so that hazardous waste management activities under Subchapter E of this chapter
(relating to Interim Standards for Owners and Operators of Hazardous Waste
Storage, Processing, or Disposal Facilities) and Subchapter F of this chapter
(relating to Permitting Standards for Owners and Operators of Hazardous Waste
Storage, Processing, or Disposal Facilities) are no longer conducted at the
facility unless subject to the provisions in §335.69 of this title (relating
to Accumulation Time).
(55)
Food-chain crops--Tobacco, crops grown for human consumption,
and crops grown for feed for animals whose products are consumed by humans.
(56)
Freeboard--The vertical distance between the top of a
tank or surface impoundment dike, and the surface of the waste contained therein.
(57)
Free liquids--Liquids which readily separate from the
solid portion of a waste under ambient temperature and pressure.
(58)
Generator--Any person, by site, who produces municipal
hazardous waste or industrial solid waste; any person who possesses municipal
hazardous waste or industrial solid waste to be shipped to any other person;
or any person whose act first causes the solid waste to become subject to
regulation under this chapter. For the purposes of this regulation, a person
who generates or possesses Class 3 wastes only shall not be considered a generator.
(59)
Groundwater--Water below the land surface in a zone of
saturation.
(60)
Hazardous industrial waste--Any industrial solid waste
or combination of industrial solid wastes identified or listed as a hazardous
waste by the administrator of the EPA in accordance with the RCRA of 1976, §3001.
The administrator has identified the characteristics of hazardous wastes and
listed certain wastes as hazardous in 40 Code of Federal Regulations Part
26l. The executive director will maintain in the offices of the commission
a current list of hazardous wastes, a current set of characteristics of hazardous
waste, and applicable appendices, as promulgated by the administrator.
(61)
Hazardous substance--Any substance designated as a hazardous
substance under the CERCLA, 40 Code of Federal Regulations Part 302.
(62)
Hazardous waste--Any solid waste identified or listed
as a hazardous waste by the administrator of the EPA in accordance with the
federal Solid Waste Disposal Act, as amended by the RCRA, 42 United States
Code §§6901
et seq
., as amended.
(63)
Hazardous waste constituent--A constituent that caused
the administrator to list the hazardous waste in 40 Code of Federal Regulations
(CFR) Part 261, Subpart D or a constituent listed in Table 1 of 40 CFR §261.24.
(64)
Hazardous waste management facility--All contiguous land,
including structures, appurtenances, and other improvements on the land, used
for processing, storing, or disposing of hazardous waste. The term includes
a publicly- or privately-owned hazardous waste management facility consisting
of processing, storage, or disposal operational hazardous waste management
units such as one or more landfills, surface impoundments, waste piles, incinerators,
boilers, and industrial furnaces, including cement kilns, injection wells,
salt dome waste containment caverns, land treatment facilities, or a combination
of units.
(65)
Hazardous waste management unit--A landfill, surface impoundment,
waste pile, industrial furnace, incinerator, cement kiln, injection well,
container, drum, salt dome waste containment cavern, or land treatment unit,
or any other structure, vessel, appurtenance, or other improvement on land
used to manage hazardous waste.
(66)
In operation--Refers to a facility which is processing,
storing, or disposing of solid waste or hazardous waste.
(67)
Inactive portion--That portion of a facility which is
not operated after November 19, 1980. (See also "active portion" and "closed
portion.")
(68)
Incinerator--Any enclosed device that:
(A)
uses controlled flame combustion and neither meets the
criteria for classification as a boiler, sludge dryer, or carbon regeneration
unit, nor is listed as an industrial furnace; or
(B)
meets the definition of infrared incinerator or plasma
arc incinerator.
(69)
Incompatible waste--A hazardous waste which is unsuitable
for:
(A)
placement in a particular device or facility because it
may cause corrosion or decay of containment materials (e.g., container inner
liners or tank walls); or
(B)
commingling with another waste or material under uncontrolled
conditions because the commingling might produce heat or pressure, fire or
explosion, violent reaction, toxic dusts, mists, fumes, or gases, or flammable
fumes or gases.
(70)
Individual generation site--The contiguous site at or
on which one or more solid waste or hazardous wastes are generated. An individual
generation site, such as a large manufacturing plant, may have one or more
sources of solid waste or hazardous waste, but is considered a single or individual
generation site if the site or property is contiguous.
(71)
Industrial furnace--Includes any of the following enclosed
devices that use thermal treatment to accomplish recovery of materials or
energy:
(A)
cement kilns;
(B)
lime kilns;
(C)
aggregate kilns;
(D)
phosphate kilns;
(E)
coke ovens;
(F)
blast furnaces;
(G)
smelting, melting, and refining furnaces (including pyrometallurgical
devices such as cupolas, reverberator furnaces, sintering machines, roasters,
and foundry furnaces);
(H)
titanium dioxide chloride process oxidation reactors;
(I)
methane reforming furnaces;
(J)
pulping liquor recovery furnaces;
(K)
combustion devices used in the recovery of sulfur values
from spent sulfuric acid;
(L)
halogen acid furnaces for the production of acid from halogenated
hazardous waste generated by chemical production facilities where the furnace
is located on the site of a chemical production facility, the acid product
has a halogen acid content of at least 3.0%, the acid product is used in a
manufacturing process, and, except for hazardous waste burned as fuel, hazardous
waste fed to the furnace has a minimum halogen content of 20% as generated;
and
(M)
other devices the commission may list, after the opportunity
for notice and comment is afforded to the public.
(72)
Industrial solid waste--Solid waste resulting from or
incidental to any process of industry or manufacturing, or mining or agricultural
operation, which may include hazardous waste as defined in this section.
(73)
Infrared incinerator--Any enclosed device that uses electric
powered resistance heaters as a source of radiant heat followed by an afterburner
using controlled flame combustion and which is not listed as an industrial
furnace.
(74)
Inground tank--A device meeting the definition of tank
in this section whereby a portion of the tank wall is situated to any degree
within the ground, thereby preventing visual inspection of that external surface
area of the tank that is in the ground.
(75)
Injection well--A well into which fluids are injected.
(See also "underground injection.")
(76)
Inner liner--A continuous layer of material placed inside
a tank or container which protects the construction materials of the tank
or container from the contained waste or reagents used to treat the waste.
(77)
Installation inspector--A person who, by reason of his
knowledge of the physical sciences and the principles of engineering, acquired
by a professional education and related practical experience, is qualified
to supervise the installation of tank systems.
(78)
International shipment--The transportation of hazardous
waste into or out of the jurisdiction of the United States.
(79)
Lamp--Has the definition adopted under §335.261 of
this title (relating to Universal Waste Rule).
(80)
Land treatment facility--A facility or part of a facility
at which solid waste or hazardous waste is applied onto or incorporated into
the soil surface and that is not a corrective action management unit; such
facilities are disposal facilities if the waste will remain after closure.
(81)
Landfill--A disposal facility or part of a facility where
solid waste or hazardous waste is placed in or on land and which is not a
pile, a land treatment facility, a surface impoundment, an injection well,
a salt dome formation, a salt bed formation, an underground mine, a cave,
or a corrective action management unit.
(82)
Landfill cell--A discrete volume of a solid waste or hazardous
waste landfill which uses a liner to provide isolation of wastes from adjacent
cells or wastes. Examples of landfill cells are trenches and pits.
(83)
Leachate--Any liquid, including any suspended components
in the liquid, that has percolated through or drained from solid waste or
hazardous waste.
(84)
Leak-detection system--A system capable of detecting the
failure of either the primary or secondary containment structure or the presence
of a release of solid waste or hazardous waste or accumulated liquid in the
secondary containment structure. Such a system must employ operational controls
(e.g., daily visual inspections for releases into the secondary containment
system of aboveground tanks) or consist of an interstitial monitoring device
designed to detect continuously and automatically the failure of the primary
or secondary containment structure or the presence of a release of solid waste
or hazardous waste into the secondary containment structure.
(85)
Licensed professional geoscientist--A geoscientist who
maintains a current license through the Texas Board of Professional Geoscientists
in accordance with its requirements for professional practice.
(86)
Liner--A continuous layer of natural or man-made materials,
beneath or on the sides of a surface impoundment, landfill, or landfill cell,
which restricts the downward or lateral escape of solid waste or hazardous
waste, hazardous waste constituents, or leachate.
(87)
Management or hazardous waste management--The systematic
control of the collection, source separation, storage, transportation, processing,
treatment, recovery, and disposal of solid waste or hazardous waste.
(88)
Manifest--The waste shipping document which accompanies
and is used for tracking the transportation, disposal, treatment, storage,
or recycling of shipments of hazardous wastes or Class 1 industrial solid
wastes. The form used for this purpose is TNRCC-0311 (Uniform Hazardous Waste
Manifest) which is furnished by the executive director or may be printed through
the agency's "Print Your Own Manifest Program."
(89)
Manifest document number--A number assigned to the manifest
by the commission for reporting and recordkeeping purposes.
(90)
Military munitions--All ammunition products and components
produced or used by or for the Department of Defense (DOD) or the United States
Armed Services for national defense and security, including military munitions
under the control of the DOD, the United States Coast Guard, the United States
Department of Energy (DOE), and National Guard personnel. The term "military
munitions":
(A)
includes confined gaseous, liquid, and solid propellants,
explosives, pyrotechnics, chemical and riot control agents, smokes, and incendiaries
used by DOD components, including bulk explosives and chemical warfare agents,
chemical munitions, rockets, guided and ballistic missiles, bombs, warheads,
mortar rounds, artillery ammunition, small arms ammunition, grenades, mines,
torpedoes, depth charges, cluster munitions and dispensers, demolition charges,
and devices and components thereof; and
(B)
includes non-nuclear components of nuclear devices, managed
under DOE's nuclear weapons program after all required sanitization operations
under the Atomic Energy Act of 1954, as amended, have been completed; but
(C)
does not include wholly inert items, improvised explosive
devices, and nuclear weapons, nuclear devices, and nuclear components thereof.
(91)
Miscellaneous unit--A hazardous waste management unit
where hazardous waste is stored, processed, or disposed of and that is not
a container, tank, surface impoundment, pile, land treatment unit, landfill,
incinerator, boiler, industrial furnace, underground injection well with appropriate
technical standards under Chapter 331 of this title (relating to Underground
Injection Control), corrective action management unit, containment building,
staging pile, or unit eligible for a research, development, and demonstration
permit or under Chapter 305, Subchapter K of this title (relating to Research
Development and Demonstration Permits).
(92)
Movement--That solid waste or hazardous waste transported
to a facility in an individual vehicle.
(93)
Municipal hazardous waste--A municipal solid waste or
mixture of municipal solid wastes which has been identified or listed as a
hazardous waste by the administrator of the EPA.
(94)
Municipal solid waste--Solid waste resulting from or incidental
to municipal, community, commercial, institutional, and recreational activities;
including garbage, rubbish, ashes, street cleanings, dead animals, abandoned
automobiles, and all other solid waste other than industrial waste.
(95)
New tank system or new tank component--A tank system or
component that will be used for the storage or processing of hazardous waste
and for which installation has commenced after July 14, 1986; except, however,
for purposes of 40 Code of Federal Regulations (CFR) §264.193(g)(2) (incorporated
by reference at §335.152(a)(8) of this title (relating to Standards))
and 40 CFR §265.193(g)(2) (incorporated by reference at §335.112(a)(9)
of this title (relating to Standards)), a new tank system is one for which
construction commences after July 14, 1986. (See also "existing tank system.")
(96)
Off-site--Property which cannot be characterized as on-site.
(97)
Onground tank--A device meeting the definition of tank
in this section and that is situated in such a way that the bottom of the
tank is on the same level as the adjacent surrounding surface so that the
external tank bottom cannot be visually inspected.
(98)
On-site--The same or geographically contiguous property
which may be divided by public or private rights-of-way, provided the entrance
and exit between the properties is at a cross-roads intersection, and access
is by crossing, as opposed to going along, the right-of-way. Noncontiguous
properties owned by the same person but connected by a right-of-way which
he controls and to which the public does not have access, is also considered
on-site property.
(99)
Open burning--The combustion of any material without the
following characteristics:
(A)
control of combustion air to maintain adequate temperature
for efficient combustion;
(B)
containment of the combustion-reaction in an enclosed device
to provide sufficient residence time and mixing for complete combustion; and
(C)
control of emission of the gaseous combustion products.
(See also "incineration" and "thermal treatment.")
(100)
Operator--The person responsible for the overall operation
of a facility.
(101)
Owner--The person who owns a facility or part of a facility.
(102)
Partial closure--The closure of a hazardous waste management
unit in accordance with the applicable closure requirements of Subchapters
E and F of this chapter (relating to Interim Standards for Owners and Operators
of Hazardous Waste Storage, Processing, or Disposal Facilities; and Permitting
Standards for Owners and Operators of Hazardous Waste Storage, Processing,
or Disposal Facilities) at a facility that contains other active hazardous
waste management units. For example, partial closure may include the closure
of a tank (including its associated piping and underlying containment systems),
landfill cell, surface impoundment, waste pile, or other hazardous waste management
unit, while other units of the same facility continue to operate.
(103)
PCBs or polychlorinated biphenyl compounds--Compounds
subject to 40 Code of Federal Regulations Part 761.
(104)
Permit--A written permit issued by the commission which,
by its conditions, may authorize the permittee to construct, install, modify,
or operate a specified municipal hazardous waste or industrial solid waste
storage, processing, or disposal facility in accordance with specified limitations.
(105)
Personnel or facility personnel--All persons who work
at, or oversee the operations of, a solid waste or hazardous waste facility,
and whose actions or failure to act may result in noncompliance with the requirements
of this chapter.
(106)
Pesticide--Has the definition adopted under §335.261
of this title (relating to Universal Waste Rule).
(107)
Petroleum substance--A crude oil or any refined or unrefined
fraction or derivative of crude oil which is a liquid at standard conditions
of temperature and pressure.
(A)
Except as provided in subparagraph (C) of this paragraph
for the purposes of this chapter, a "petroleum substance" shall be limited
to a substance in or a combination or mixture of substances within the following
list (except for any listed substance regulated as a hazardous waste under
the federal Solid Waste Disposal Act, Subtitle C (42 United States Code (USC), §§6921,
(i)
basic petroleum substances--i.e., crude oils, crude oil
fractions, petroleum feedstocks, and petroleum fractions;
(ii)
motor fuels--a petroleum substance which is typically
used for the operation of internal combustion engines and/or motors (which
includes, but is not limited to, stationary engines and engines used in transportation
vehicles and marine vessels);
(iii)
aviation gasolines--i.e., Grade 80, Grade 100, and Grade
100-LL;
(iv)
aviation jet fuels--i.e., Jet A, Jet A-1, Jet B, JP-4,
JP-5, and JP-8;
(v)
distillate fuel oils--i.e., Number 1-D, Number 1, Number
2-D, and Number 2;
(vi)
residual fuel oils--i.e., Number 4-D, Number 4-light,
Number 4, Number 5-light, Number 5-heavy, and Number 6;
(vii)
gas-turbine fuel oils--i.e., Grade O-GT, Grade 1-GT,
Grade 2-GT, Grade 3-GT, and Grade 4-GT;
(viii)
illuminating oils--i.e., kerosene, mineral seal oil,
long-time burning oils, 300 oil, and mineral colza oil;
(ix)
lubricants--i.e., automotive and industrial lubricants;
(x)
building materials--i.e., liquid asphalt and dust-laying
oils;
(xi)
insulating and waterproofing materials--i.e., transformer
oils and cable oils; and
(xii)
used oils--See definition for "used oil" in this section.
(B)
For the purposes of this chapter, a "petroleum substance"
shall include solvents or a combination or mixture of solvents (except for
any listed substance regulated as a hazardous waste under the federal Solid
Waste Disposal Act, Subtitle C (42 USC, §§6921,
et seq
.)) and which is liquid at standard conditions of temperature
(20 degrees Centigrade) and pressure (1 atmosphere) i.e., Stoddard solvent,
petroleum spirits, mineral spirits, petroleum ether, varnish makers' and painters'
naphthas, petroleum extender oils, and commercial hexane.
(C)
The following materials are not considered petroleum substances:
(i)
polymerized materials, i.e., plastics, synthetic rubber,
polystyrene, high and low density polyethylene;
(ii)
animal, microbial, and vegetable fats;
(iii)
food grade oils;
(iv)
hardened asphalt and solid asphaltic materials--i.e.,
roofing shingles, roofing felt, hot mix (and cold mix); and
(v)
cosmetics.
(108)
Pile--Any noncontainerized accumulation of solid, nonflowing
solid waste or hazardous waste that is used for processing or storage, and
that is not a corrective action management unit or a containment building.
(109)
Plasma arc incinerator--Any enclosed device using a high
intensity electrical discharge or arc as a source of heat followed by an afterburner
using controlled flame combustion and which is not listed as an industrial
furnace.
(110)
Post-closure order--An order issued by the commission
for post-closure care of interim status units, a corrective action management
unit unless authorized by permit, or alternative corrective action requirements
for contamination commingled from RCRA and solid waste management units.
(111)
Poultry--Chickens or ducks being raised or kept on any
premises in the state for profit.
(112)
Poultry carcass--The carcass, or part of a carcass, of
poultry that died as a result of a cause other than intentional slaughter
for use for human consumption.
(113)
Poultry facility--A facility that:
(A)
is used to raise, grow, feed, or otherwise produce poultry
for commercial purposes; or
(B)
is a commercial poultry hatchery that is used to produce
chicks or ducklings.
(114)
Primary exporter--Any person who is required to originate
the manifest for a shipment of hazardous waste in accordance with the regulations
contained in 40 Code of Federal Regulations Part 262, Subpart B, which are
in effect as of November 8, 1986, or equivalent state provision, which specifies
a treatment, storage, or disposal facility in a receiving country as the facility
to which the hazardous waste will be sent and any intermediary arranging for
the export.
(115)
Processing--The extraction of materials, transfer, volume
reduction, conversion to energy, or other separation and preparation of solid
waste for reuse or disposal, including the treatment or neutralization of
solid waste or hazardous waste, designed to change the physical, chemical,
or biological character or composition of any solid waste or hazardous waste
so as to neutralize such waste, or so as to recover energy or material from
the waste or so as to render such waste nonhazardous, or less hazardous; safer
to transport, store or dispose of; or amenable for recovery, amenable for
storage, or reduced in volume. The transfer of solid waste for reuse or disposal
as used in this definition does not include the actions of a transporter in
conveying or transporting solid waste by truck, ship, pipeline, or other means.
Unless the executive director determines that regulation of such activity
is necessary to protect human health or the environment, the definition of
processing does not include activities relating to those materials exempted
by the administrator of the EPA in accordance with the federal Solid Waste
Disposal Act, as amended by the RCRA, 42 United States Code, §§6901
(116)
Publicly-owned treatment works (POTW)--Any device or
system used in the treatment (including recycling and reclamation) of municipal
sewage or industrial wastes of a liquid nature which is owned by a state or
municipality (as defined by the Clean Water Act, §502(4)). The definition
includes sewers, pipes, or other conveyances only if they convey wastewater
to a POTW providing treatment.
(117)
Qualified groundwater scientist--A scientist or engineer
who has received a baccalaureate or post-graduate degree in the natural sciences
or engineering, and has sufficient training and experience in groundwater
hydrology and related fields as may be demonstrated by state registration,
professional certifications, or completion of accredited university courses
that enable that individual to make sound professional judgments regarding
groundwater monitoring and contaminant fate and transport.
(118)
Receiving country--A foreign country to which a hazardous
waste is sent for the purpose of treatment, storage, or disposal (except short-term
storage incidental to transportation).
(119)
Regional administrator--The regional administrator for
the EPA region in which the facility is located, or his designee.
(120)
Remediation--The act of eliminating or reducing the concentration
of contaminants in contaminated media.
(121)
Remediation waste--All solid and hazardous wastes, and
all media (including groundwater, surface water, soils, and sediments) and
debris, which contain listed hazardous wastes or which themselves exhibit
a hazardous waste characteristic, that are managed for the purpose of implementing
corrective action requirements under §335.167 of this title (relating
to Corrective Action for Solid Waste Management Units) and Texas Water Code, §7.031
(Corrective Action Relating to Hazardous Waste). For a given facility, remediation
wastes may originate only from within the facility boundary, but may include
waste managed in implementing corrective action for releases beyond the facility
boundary under TSWDA, §361.303 (Corrective Action), §335.166(5)
of this title (relating to Corrective Action Program), or §335.167(c)
of this title.
(122)
Remove--To take waste, contaminated design or operating
system components, or contaminated media away from a waste management unit,
facility, or area to another location for storage, processing, or disposal.
(123)
Replacement unit--A landfill, surface impoundment, or
waste pile unit:
(A)
from which all or substantially all the waste is removed;
and
(B)
that is subsequently reused to treat, store, or dispose
of hazardous waste. "Replacement unit" does not apply to a unit from which
waste is removed during closure, if the subsequent reuse solely involves the
disposal of waste from that unit and other closing units or corrective action
areas at the facility, in accordance with an approved closure plan or EPA
or state approved corrective action.
(124)
Representative sample--A sample of a universe or whole
(e.g., waste pile, lagoon, groundwater) which can be expected to exhibit the
average properties of the universe or whole.
(125)
Run-off--Any rainwater, leachate, or other liquid that
drains over land from any part of a facility.
(126)
Run-on--Any rainwater, leachate, or other liquid that
drains over land onto any part of a facility.
(127)
Saturated zone or zone of saturation--That part of the
earth's crust in which all voids are filled with water.
(128)
Shipment--Any action involving the conveyance of municipal
hazardous waste or industrial solid waste by any means off-site.
(129)
Sludge dryer--Any enclosed thermal treatment device that
is used to dehydrate sludge and that has a maximum total thermal input, excluding
the heating valve of the sludge itself, of 2,500 British thermal units per
pound of sludge treated on a wet-weight basis.
(130)
Small quantity generator--A generator who generates less
than 1,000 kilogram of hazardous waste in a calendar month.
(131)
Solid waste--
(A)
Any garbage, refuse, sludge from a waste treatment plant,
water supply treatment plant or air pollution control facility, and other
discarded material, including solid, liquid, semisolid, or contained gaseous
material resulting from industrial, municipal, commercial, mining, and agricultural
operations, and from community and institutional activities, but does not
include:
(i)
solid or dissolved material in domestic sewage, or solid
or dissolved material in irrigation return flows, or industrial discharges
subject to regulation by permit issued in accordance with Texas Water Code,
Chapter 26 (an exclusion applicable only to the actual point source discharge
that does not exclude industrial wastewaters while they are being collected,
stored, or processed before discharge, nor does it exclude sludges that are
generated by industrial wastewater treatment);
(ii)
uncontaminated soil, dirt, rock, sand, and other natural
or man-made inert solid materials used to fill land if the object of the fill
is to make the land suitable for the construction of surface improvements.
The material serving as fill may also serve as a surface improvement such
as a structure foundation, a road, soil erosion control, and flood protection.
Man-made materials exempted under this provision shall only be deposited at
sites where the construction is in progress or imminent such that rights to
the land are secured and engineering, architectural, or other necessary planning
have been initiated. Waste disposal shall be considered to have occurred on
any land which has been filled with man-made inert materials under this provision
if the land is sold, leased, or otherwise conveyed prior to the completion
of construction of the surface improvement. Under such conditions, deed recordation
shall be required. The deed recordation shall include the information required
under §335.5(a) of this title (relating to Deed Recordation), prior to
sale or other conveyance of the property;
(iii)
waste materials which result from activities associated
with the exploration, development, or production of oil or gas or geothermal
resources, as those activities are defined in this section, and any other
substance or material regulated by the Railroad Commission of Texas in accordance
with the Natural Resources Code, §91.101, unless such waste, substance,
or material results from activities associated with gasoline plants, natural
gas, or natural gas liquids processing plants, pressure maintenance plants,
or repressurizing plants and is a hazardous waste as defined by the administrator
of the EPA in accordance with the federal Solid Waste Disposal Act, as amended
by the RCRA, 42 United States Code, §§6901
et seq
., as amended; or
(iv)
a material excluded by 40 Code of Federal Regulations
(CFR) §261.4(a)(1) - (19), as amended through May 11, 1999, (64 FR 25408),
subject to the changes in this clause, or by variance granted under §335.18
of this title (relating to Variances from Classification as a Solid Waste)
and §335.19 of this title (relating to Standards and Criteria for Variances
from Classification as a Solid Waste). For the purposes of the exclusion under
40 CFR §261.4(a)(16), 40 CFR §261.38 is adopted by reference as
amended through July 10, 2000 (65 FR 42292), and is revised as follows, with
"subparagraph (A)(iv) under the definition of 'Solid Waste' in 30 TAC §335.1"
meaning "subparagraph (A)(iv) under the definition of 'Solid Waste' in §335.1
of this title (relating to Definitions)":
(I)
in the certification statement under 40 CFR §261.38(c)(1)(i)(C)(4),
the reference to "40 CFR §261.38" is changed to "40 CFR §261.38,
as revised under subparagraph (A)(iv) under the definition of 'Solid Waste'
in 30 TAC §335.1," and the reference to "40 CFR §261.28(c)(10)"
is changed to "40 CFR §261.38(c)(10)";
(II)
in 40 CFR §261.38(c)(2), the references to "§260.10
of this chapter" are changed to "§335.1 of this title (relating to Definitions),"
and the reference to "parts 264 or 265 of this chapter" is changed to "Chapter
335, Subchapter E of this title (relating to Interim Standards for Owners
and Operators of Hazardous Waste Storage, Processing, or Disposal Facilities)
or Chapter 335, Subchapter F of this title (relating to Permitting Standards
for Owners and Operators of Hazardous Waste Storage, Processing, or Disposal
Facilities)";
(III)
in 40 CFR §261.38(c)(3) - (5), the references to
"parts 264 and 265, or §262.34 of this chapter" are changed to "Chapter
335, Subchapter E of this title (relating to Interim Standards for Owners
and Operators of Hazardous Waste Storage, Processing, or Disposal Facilities)
and Chapter 335, Subchapter F of this title (relating to Permitting Standards
for Owners and Operators of Hazardous Waste Storage, Processing, or Disposal
Facilities), or §335.69 of this title (relating to Accumulation Time)";
(IV)
in 40 CFR §261.38(c)(5), the reference to "§261.6(c)
of this chapter" is changed to "§335.24(e) and (f) of this title (relating
to Requirements for Recyclable Materials and Nonhazardous Recyclable Materials)";
(V)
in 40 CFR §261.38(c)(7), the references to "appropriate
regulatory authority" and "regulatory authority" are changed to "executive
director";
(VI)
in 40 CFR §261.38(c)(8), the reference to "§262.11
of this chapter" is changed to "§335.62 of this title (relating to Hazardous
Waste Determination and Waste Classification)";
(VII)
in 40 CFR §261.38(c)(9), the reference to "§261.2(c)(4)
of this chapter" is changed to "§335.1(129)(D)(iv) of this title (relating
to Definitions)"; and
(VIII)
in 40 CFR §261.38(c)(10), the reference to "implementing
authority" is changed to "executive director."
(B)
A discarded material is any material which is:
(i)
abandoned, as explained in subparagraph (C) of this paragraph;
(ii)
recycled, as explained in subparagraph (D) of this paragraph;
(iii)
considered inherently waste-like, as explained in subparagraph
(E) of this paragraph; or
(iv)
a military munition identified as a solid waste in 40
CFR §266.202.
(C)
Materials are solid wastes if they are abandoned by being:
(i)
disposed of;
(ii)
burned or incinerated; or
(iii)
accumulated, stored, or processed (but not recycled)
before or in lieu of being abandoned by being disposed of, burned, or incinerated.
(D)
Except for materials described in subparagraph (H) of this
paragraph, materials are solid wastes if they are "recycled" or accumulated,
stored, or processed before recycling as specified in this subparagraph. The
chart referred to as Table 1 indicates only which materials are considered
to be solid wastes when they are recycled and is not intended to supersede
the definition of solid waste provided in subparagraph (A) of this paragraph.
(i)
Used in a manner constituting disposal. Materials noted
with an asterisk in Column 1 of Table 1 are solid wastes when they are:
(I)
applied to or placed on the land in a manner that constitutes
disposal; or
(II)
used to produce products that are applied to or placed
on the land or are otherwise contained in products that are applied to or
placed on the land (in which cases the product itself remains a solid waste).
However, commercial chemical products listed in 40 CFR §261.33 are not
solid wastes if they are applied to the land and that is their ordinary manner
of use.
(ii)
Burning for energy recovery. Materials noted with an asterisk
in Column 2 of Table 1 are solid wastes when they are:
(I)
burned to recover energy; or
(II)
used to produce a fuel or are otherwise contained in fuels
(in which cases the fuel itself remains a solid waste). However, commercial
chemical products, which are listed in 40 CFR §261.33, not listed in §261.33,
but that exhibit one or more of the hazardous waste characteristics, or will
be considered nonhazardous waste if disposed, are not solid wastes if they
are fuels themselves and burned for energy recovery.
(iii)
Reclaimed. Materials noted with an asterisk in Column
3 of Table 1 are solid wastes when reclaimed (except as provided under 40
CFR §261.4(a)(17)). Materials without an asterisk in Column 3 of Table
1 are not solid wastes when reclaimed (except as provided under 40 CFR §261.4(a)(17)).
(iv)
Accumulated speculatively. Materials noted with an asterisk
in Column 4 of Table 1 are solid wastes when accumulated speculatively.
Figure: 30 TAC §335.1(131)(D)(iv) (No change.)
(E)
Materials that are identified by the administrator of the
EPA as inherently waste-like materials under 40 CFR §261.2(d) are solid
wastes when they are recycled in any manner.
(F)
Materials are not solid wastes when they can be shown to
be recycled by being:
(i)
used or reused as ingredients in an industrial process
to make a product, provided the materials are not being reclaimed;
(ii)
used or reused as effective substitutes for commercial
products;
(iii)
returned to the original process from which they were
generated, without first being reclaimed or land disposed. The material must
be returned as a substitute for feedstock materials. In cases where the original
process to which the material is returned is a secondary process, the materials
must be managed such that there is no placement on the land. In cases where
the materials are generated and reclaimed within the primary mineral processing
industry, the conditions of the exclusion found at 40 CFR §261.4(a)(17)
apply rather than this provision; or
(iv)
secondary materials that are reclaimed and returned to
the original process or processes in which they were generated where they
are reused in the production process provided:
(I)
only tank storage is involved, and the entire process through
completion of reclamation is closed by being entirely connected with pipes
or other comparable enclosed means of conveyance;
(II)
reclamation does not involve controlled flame combustion
(such as occurs in boilers, industrial furnaces, or incinerators);
(III)
the secondary materials are never accumulated in such
tanks for over 12 months without being reclaimed; and
(IV)
the reclaimed material is not used to produce a fuel,
or used to produce products that are used in a manner constituting disposal.
(G)
Except for materials described in subparagraph (H) of this
paragraph, the following materials are solid wastes, even if the recycling
involves use, reuse, or return to the original process, as described in subparagraph
(F) of this paragraph:
(i)
materials used in a manner constituting disposal, or used
to produce products that are applied to the land;
(ii)
materials burned for energy recovery, used to produce
a fuel, or contained in fuels;
(iii)
materials accumulated speculatively; or
(iv)
materials deemed to be inherently waste-like by the administrator
of the EPA, as described in 40 CFR §261.2(d)(1) - (2).
(H)
With the exception of contaminated soils which are being
relocated for use under §350.36 of this title (relating to Relocation
of Soils Containing Chemicals of Concern for Reuse Purposes) and other contaminated
media, materials that will otherwise be identified as nonhazardous solid wastes
if disposed of are not considered solid wastes when recycled by being applied
to the land or used as ingredients in products that are applied to the land,
provided these materials can be shown to meet all of the following criteria:
(i)
a legitimate market exists for the recycling material as
well as its products;
(ii)
the recycling material is managed and protected from loss
as will be raw materials or ingredients or products;
(iii)
the quality of the product is not degraded by substitution
of raw material/product with the recycling material;
(iv)
the use of the recycling material is an ordinary use and
it meets or exceeds the specifications of the product it is replacing without
treatment or reclamation, or if the recycling material is not replacing a
product, the recycling material is a legitimate ingredient in a production
process and meets or exceeds raw material specifications without treatment
or reclamation;
(v)
the recycling material is not burned for energy recovery,
used to produce a fuel or contained in a fuel;
(vi)
the recycling material can be used as a product itself
or to produce products as it is generated without treatment or reclamation;
(vii)
the recycling material must not present an increased
risk to human health, the environment, or waters in the state when applied
to the land or used in products which are applied to the land and the material,
as generated:
(I)
is a Class 3 waste under Subchapter R of this chapter (relating
to Waste Classification), except for arsenic, cadmium, chromium, lead, mercury,
nickel, selenium, and total dissolved solids; and
(II)
for the metals listed in subclause (I) of this clause:
(-a-)
is a Class 2 or Class 3 waste under Subchapter R of this
chapter; and
(-b-)
does not exceed a concentration limit under §312.43(b)(3),
Table 3 of this title (relating to Metal Limits); and
(viii)
notwithstanding the requirements under §335.17(a)(8)
of this title (relating to Special Definitions for Recyclable Materials and
Nonhazardous Recyclable Materials):
(I)
at least 75% (by weight or volume) of the annual production
of the recycling material must be recycled or transferred to a different site
and recycled on an annual basis; and
(II)
if the recycling material is placed in protective storage,
such as a silo or other protective enclosure, at least 75% (by weight or volume)
of the annual production of the recycling material must be recycled or transferred
to a different site and recycled on a biennial basis.
(I)
Respondents in actions to enforce the industrial solid
waste regulations who raise a claim that a certain material is not a solid
waste, or is conditionally exempt from regulation, must demonstrate that there
is a known market or disposition for the material, and that they meet the
terms of the exclusion or exemption. In doing so, they must provide appropriate
documentation (such as contracts showing that a second person uses the material
as an ingredient in a production process) to demonstrate that the material
is not a waste, or is exempt from regulation. In addition, owners or operators
of facilities claiming that they actually are recycling materials must show
that they have the necessary equipment to do so and that the recycling activity
is legitimate and beneficial.
(J)
Materials that are reclaimed from solid wastes and that
are used beneficially are not solid wastes and hence are not hazardous wastes
under 40 CFR §261.3(c) unless the reclaimed material is burned for energy
recovery or used in a manner constituting disposal.
(K)
Other portions of this chapter that relate to solid wastes
that are recycled include §335.6 of this title (relating to Notification
Requirements), §§335.17 - 335.19 of this title, §335.24 of
this title (relating to Requirements for Recyclable Materials and Nonhazardous
Recyclable Materials), and Subchapter H of this chapter (relating to Standards
for the Management of Specific Wastes and Specific Types of Materials).
(132)
Sorbent--A material that is used to soak up free liquids
by either adsorption or absorption, or both. Sorb means to either adsorb or
absorb, or both.
(133)
Spill--The accidental spilling, leaking, pumping, emitting,
emptying, or dumping of solid waste or hazardous wastes or materials which,
when spilled, become solid waste or hazardous wastes into or on any land or
water.
(134)
Staging pile--An accumulation of solid, non-flowing remediation
waste, as defined in this section, that is not a containment building and
that is used only during remedial operations for temporary storage at a facility.
Staging piles must be designated by the executive director according to the
requirements of 40 Code of Federal Regulations §264.554, as adopted by
reference under §335.152(a) of this title (relating to Standards).
(135)
Storage--The holding of solid waste for a temporary period,
at the end of which the waste is processed, disposed of, recycled, or stored
elsewhere.
(136)
Sump--Any pit or reservoir that meets the definition
of tank in this section and those troughs/trenches connected to it that serve
to collect solid waste or hazardous waste for transport to solid waste or
hazardous waste storage, processing, or disposal facilities; except that as
used in the landfill, surface impoundment, and waste pile rules, "sump" means
any lined pit or reservoir that serves to collect liquids drained from a leachate
collection and removal system or leak detection system for subsequent removal
from the system.
(137)
Surface impoundment or impoundment--A facility or part
of a facility which 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), which is designed to hold an accumulation of liquid
wastes or wastes containing free liquids, and which is not an injection well
or a corrective action management unit. Examples of surface impoundments are
holding, storage, settling, and aeration pits, ponds, and lagoons.
(138)
Tank--A stationary device, designed to contain an accumulation
of solid waste which is constructed primarily of non-earthen materials (e.g.,
wood, concrete, steel, plastic) which provide structural support.
(139)
Tank system--A solid waste or hazardous waste storage
or processing tank and its associated ancillary equipment and containment
system.
(140)
TEQ--Toxicity equivalence, the international method of
relating the toxicity of various dioxin/furan congeners to the toxicity of
2,3,7,8-tetrachlorodibenzo-p-dioxin.
(141)
Thermal processing--The processing of solid waste or
hazardous waste in a device which uses elevated temperatures as the primary
means to change the chemical, physical, or biological character or composition
of the solid waste or hazardous waste. Examples of thermal processing are
incineration, molten salt, pyrolysis, calcination, wet air oxidation, and
microwave discharge. (See also "incinerator" and "open burning.")
(142)
Thermostat--Has the definition adopted under §335.261
of this title (relating to Universal Waste Rule).
(143)
Totally enclosed treatment facility--A facility for the
processing of hazardous waste which is directly connected to an industrial
production process and which is constructed and operated in a manner which
prevents the release of any hazardous waste or any constituent thereof into
the environment during processing. An example is a pipe in which acid waste
is neutralized.
(144)
Transfer facility--Any transportation-related facility
including loading docks, parking areas, storage areas, and other similar areas
where shipments of hazardous or industrial solid waste are held during the
normal course of transportation.
(145)
Transit country--Any foreign country, other than a receiving
country, through which a hazardous waste is transported.
(146)
Transport vehicle--A motor vehicle or rail car used for
the transportation of cargo by any mode. Each cargo-carrying body (trailer,
railroad freight car, etc.) is a separate transport vehicle. Vessel includes
every description of watercraft, used or capable of being used as a means
of transportation on the water.
(147)
Transporter--Any person who conveys or transports municipal
hazardous waste or industrial solid waste by truck, ship, pipeline, or other
means.
(148)
Treatability study--A study in which a hazardous or industrial
solid waste is subjected to a treatment process to determine:
(A)
whether the waste is amenable to the treatment process;
(B)
what pretreatment (if any) is required;
(C)
the optimal process conditions needed to achieve the desired
treatment;
(D)
the efficiency of a treatment process for a specific waste
or wastes; or
(E)
the characteristics and volumes of residuals from a particular
treatment process. Also included in this definition for the purpose of 40
Code of Federal Regulations §261.4(e) and (f) (§§335.2, 335.69,
and 335.78 of this title (relating to Permit Required; Accumulation Time;
and Special Requirements for Hazardous Waste Generated by Conditionally Exempt
Small Quantity Generators)) exemptions are liner compatibility, corrosion,
and other material compatibility studies and toxicological and health effects
studies. A treatability study is not a means to commercially treat or dispose
of hazardous or industrial solid waste.
(149)
Treatment--To apply a physical, biological, or chemical
process(es) to wastes and contaminated media which significantly reduces the
toxicity, volume, or mobility of contaminants and which, depending on the
process(es) used, achieves varying degrees of long-term effectiveness.
(150)
Treatment zone--A soil area of the unsaturated zone of
a land treatment unit within which hazardous constituents are degraded, transferred,
or immobilized.
(151)
Underground injection--The subsurface emplacement of
fluids through a bored, drilled, or driven well; or through a dug well, where
the depth of the dug well is greater than the largest surface dimension. (See
also "injection well.")
(152)
Underground tank--A device meeting the definition of
tank in this section whose entire surface area is totally below the surface
of and covered by the ground.
(153)
Unfit-for-use tank system--A tank system that has been
determined through an integrity assessment or other inspection to be no longer
capable of storing or processing solid waste or hazardous waste without posing
a threat of release of solid waste or hazardous waste to the environment.
(154)
Universal waste--Any of the hazardous wastes defined
as universal waste under §335.261(b)(13)(F) of this title (relating to
Universal Waste Rule) that are managed under the universal waste requirements
of Subchapter H, Division 5 of this chapter (relating to Universal Waste Rule).
(155)
Universal waste handler--Has the definition adopted under §335.261
of this title (relating to Universal Waste Rule).
(156)
Universal waste transporter--Has the definition adopted
under §335.261 of this title (relating to Universal Waste Rule).
(157)
Unsaturated zone or zone of aeration--The zone between
the land surface and the water table.
(158)
Uppermost aquifer--The geologic formation nearest the
natural ground surface that is an aquifer, as well as lower aquifers that
are hydraulically interconnected within the facility's property boundary.
(159)
Used oil--Any oil that has been refined from crude oil,
or any synthetic oil, that has been used, and, as a result of such use, is
contaminated by physical or chemical impurities. Used oil fuel includes any
fuel produced from used oil by processing, blending, or other treatment. Rules
applicable to nonhazardous used oil, oil characteristically hazardous from
use versus mixing, Conditionally Exempt Small Quantity Generator hazardous
used oil, and household used oil after collection that will be recycled are
found in Chapter 324 of this title (relating to Used Oil) and 40 Code of Federal
Regulations Part 279 (Standards for Management of Used Oil).
(160)
Wastewater treatment unit--A device which:
(A)
is part of a wastewater treatment facility subject to regulation
under either the Federal Water Pollution Control Act (Clean Water Act), 33
United States Code, §§466
et seq
., §402
or §307(b), as amended;
(B)
receives and processes or stores an influent wastewater
which is a hazardous or industrial solid waste, or generates and accumulates
a wastewater treatment sludge which is a hazardous or industrial solid waste,
or processes or stores a wastewater treatment sludge which is a hazardous
or industrial solid waste; and
(C)
meets the definition of tank or tank system as defined
in this section.
(161)
Water (bulk shipment)--The bulk transportation of municipal
hazardous waste or Class 1 industrial solid waste which is loaded or carried
on board a vessel without containers or labels.
(162)
Well--Any shaft or pit dug or bored into the earth, generally
of a cylindrical form, and often walled with bricks or tubing to prevent the
earth from caving in.
(163)
Zone of engineering control--An area under the control
of the owner/operator that, upon detection of a solid waste or hazardous waste
release, can be readily cleaned up prior to the release of solid waste or
hazardous waste or hazardous constituents to groundwater or surface water.
This agency hereby certifies that the adoption has been
reviewed by legal counsel and found to be a valid exercise of the agency's
legal authority.
Filed with the Office of
the Secretary of State on August 7, 2003.
TRD-200304803
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §335.116, §335.123
STATUTORY AUTHORITY
The amendments are adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; and Texas Civil Statutes, Article
3271b, the Act, which authorizes the public practice of geoscience in the
State of Texas.
§335.116.Applicability of Groundwater Monitoring Requirements.
(a)
On November 19, 1981, the owner or operator of a surface
impoundment, landfill, or land treatment facility which is used to manage
hazardous waste must implement a groundwater monitoring program capable of
determining the facility's impact on the quality of groundwater in the uppermost
aquifer underlying the facility, except as provided in subsection (c) of this
section.
(b)
Except as provided in subsections (c), (d), and (g) of
this section, the owner or operator must install, operate, and maintain a
groundwater monitoring system which meets the requirements of 40 Code of Federal
Regulations (CFR) §265.91, and must comply with 40 CFR §265.92 and §265.93,
and §335.117 of this title (relating to Recordkeeping and Reporting).
This groundwater monitoring program must be carried out during the active
life of the facility, and for disposal facilities during the post-closure
care period as well.
(c)
All or part of the groundwater monitoring requirements
of this subchapter may be waived if the owner or operator can demonstrate
that there is a low potential for migration of hazardous waste or hazardous
waste constituents from the facility via the uppermost aquifer to water supply
wells (domestic, industrial, or agricultural) or to surface water. This demonstration
must be in writing and must be kept at the facility. This demonstration shall
be certified by a licensed professional geoscientist or geotechnical engineer
and must establish the following:
(1)
the potential for migration of hazardous waste constituents
from the facility to the uppermost aquifer, by an evaluation of:
(A)
a water balance of precipitation, evapotranspiration, runoff,
and infiltration; and
(B)
unsaturated zone characteristics (i.e., geologic materials,
physical properties, and depth to groundwater); and
(2)
the potential for hazardous waste or hazardous waste constituents
which enter the uppermost aquifer to migrate to a water supply well or surface
water, by an evaluation of:
(A)
saturated zone characteristics (i.e., geologic materials,
physical properties, and rate of groundwater flow); and
(B)
the proximity of the facility to water supply wells or
surface water.
(d)
If an owner or operator assumes (or knows) that groundwater
monitoring of indicator parameters in accordance with 40 CFR §265.91
and §265.92 would show statistically significant increases (or decreases
in the case of pH) when evaluated under 40 CFR §265.93(b), he may install,
operate, and maintain an alternate groundwater monitoring system (other than
the one described in 40 CFR §265.91 and §265.92). If the owner or
operator does decide to use an alternate groundwater monitoring system he
must:
(1)
prior to November 19, 1981, submit to the executive director
a specific plan certified by a qualified geologist or geotechnical engineer
which satisfies the requirements of 40 CFR §265.93(d)(3), for an alternate
groundwater monitoring system;
(2)
prior to November 19, 1981, initiate the determinations
specified in 40 CFR §265.93(d)(4);
(3)
prepare and submit a written report in accordance with
40 CFR §265.93(d)(5);
(4)
continue to make the determinations specified in 40 CFR §265.93(d)(4)
on a quarterly basis until final closure of the facility; and
(5)
comply with the recordkeeping and reporting requirements
in §335.117 of this title.
(e)
The groundwater monitoring requirements of this subchapter
may be waived with respect to any surface impoundment that:
(1)
is used to neutralize wastes which are hazardous solely
because they exhibit the corrosivity characteristic under 40 CFR §261.22
or are listed as hazardous wastes in 40 CFR Part 261, Subpart D, only for
this reason; and
(2)
contains no other hazardous wastes, if the owner or operator
can demonstrate that there is no potential for migration of hazardous wastes
from the impoundment. The demonstrations must establish, based upon consideration
of the characteristics of the wastes and the impoundment, that the corrosive
wastes will be neutralized to the extent that they no longer meet the corrosivity
characteristic before they can migrate out of the impoundment. The demonstration
must be in writing and must be certified by a qualified professional.
(f)
For owners and operators who have not established background
concentrations or values in accordance with 40 CFR §265.92(c) by November
19, 1982, the executive director may require the implementation of a groundwater
assessment plan under 40 CFR §265.93, whenever he determines that existing
data indicates that there is a substantial likelihood that hazardous waste
or hazardous constituents from the facility have entered the uppermost aquifer.
(g)
The commission may replace all or part of the requirements
of this subchapter applying to a regulated unit with alternative requirements
developed for groundwater monitoring set out in a permit or a post-closure
order where the commission determines that:
(1)
a regulated unit is situated among solid waste management
units or area of concern, a release has occurred, and both the regulated unit
and one or more solid waste management unit(s) or area of concern are likely
to have contributed to the release; and
(2)
it is not necessary to apply the requirement of this subchapter
because the alternative requirements will be protective of human health and
the environment. The alternative standards for the regulated unit must meet
the requirements of §335.8 and §335.167 of this title (related to
Closure and Remediation and Corrective Action for Solid Waste Management Units).
§335.123.Closure and Post-Closure (Land Treatment Facilities).
(a)
In the closure plan under 40 Code of Federal Regulations
(CFR) §265.112 and the post-closure plan under 40 CFR §265.118,
the owner or operator must address the following objectives and indicate how
they will be achieved:
(1)
control of the migration of hazardous waste and hazardous
waste constituents from the treated area into the groundwater;
(2)
control of the release of contaminated run-off from the
facility into surface water;
(3)
control of the release of airborne particulate contaminants
caused by wind erosion; and
(4)
compliance with 40 CFR §265.276, concerning the growth
of food-chain crops.
(b)
The owner or operator must consider at least the following
factors addressing the closure and post-closure care objectives of subsection
(a) of this section:
(1)
type and amount of hazardous waste and hazardous waste
constituents applied to the land treatment facility;
(2)
the mobility and the expected rate of migration of the
hazardous waste and hazardous waste constituents;
(3)
site location, topography, and surrounding land use, with
respect to the potential effects of pollutant migration (e.g., proximity to
groundwater, surface water, and drinking water sources);
(4)
climate, including amount, frequency, and pH or precipitation;
(5)
geological and soil profiles and surface and subsurface
hydrology of the site, and soil characteristics, including cation exchange
capacity, total organic carbon, and pH;
(6)
unsaturated zone monitoring information obtained under
40 CFR §265.278; and
(7)
type, concentration, and depth of migration of hazardous
waste constituents in the soil as compared to their background concentrations.
(c)
The owner or operator must consider at least the following
methods in addressing the closure and post-closure care objectives of subsection
(a) of this section:
(1)
removal of contaminated soils;
(2)
placement of a final cover, considering:
(A)
functions of the cover (e.g., infiltration control, erosion
and run-off control, and wind erosion control), and
(B)
characteristics of the cover, including material, final
surface contours, thickness, porosity and permeability, slope, length of run
of slope, and type of vegetation on the cover;
(3)
collection and treatment run-off;
(4)
diversion structures to prevent surface water run-on from
entering the treated area; and
(5)
monitoring of soil, soil-pore water, and groundwater.
(d)
In addition to the requirements of 40 CFR Part 265; Subpart
G, relating to closure and post-closure, §335.118 of this title (relating
to Closure Plan; Submission and Approval of Plan) and §335.119 of this
title (relating to Post-Closure Plan; Submission and Approval Plan), during
the closure period the owner or operator of a land treatment facility must:
(1)
continue unsaturated zone monitoring in a manner and frequency
specified in the closure plan, except that soil pore liquid monitoring may
be terminated 90 days after the last application of waste to the treatment
zone;
(2)
maintain the run-on control system required under §335.121(b)
of this title (relating to General Operating Requirements (Land Treatment
Facilities));
(3)
maintain the run-off management system required under §335.121(c)
of this title; and
(4)
control wind dispersal of particulate matter which may
be subject to wind dispersal.
(e)
For the purpose of complying with 40 CFR §265.115
concerning certification of closure, when closure is completed, the owner
or operator may submit to the executive director certification both by the
owner or operator and by an independent licensed professional geoscientist,
in lieu of an independent licensed professional engineer, that the facility
has been closed in accordance with the specifications in the approved closure
plan.
(f)
In addition to the requirements of 40 CFR §265.117
concerning post-closure care and use of property during the post-closure care
period, the owner or operator of a land treatment unit must:
(1)
continue soil-core monitoring by collecting and analyzing
samples in a manner and frequency specified in the post-closure plan;
(2)
restrict access to the unit as appropriate for its post-closure
use;
(3)
assure that growth of food chain crops complies with 40
CFR §265.276 concerning food chain crops; and
(4)
control wind dispersal of hazardous waste.
This agency hereby certifies that the adoption has been
reviewed by legal counsel and found to be a valid exercise of the agency's
legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304804
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §335.156, §335.172
STATUTORY AUTHORITY
The amendments are adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; and Texas Civil Statutes, Article
3271b, the Act, which authorizes the public practice of geoscience in the
State of Texas.
§335.156.Applicability of Groundwater Monitoring and Response.
(a)
Except as provided in subsection (b) of this section, the
rules pertaining to groundwater monitoring and response apply to owners and
operators of facilities that process, store, or dispose of hazardous waste.
(1)
The owner or operator must satisfy those requirements of
paragraph (2) or (3) of this subsection for all wastes (or constituents thereof)
contained in any such waste management unit at the facility, regardless of
the time at which waste was placed in the units.
(2)
Except as provided in paragraph (3) of this subsection,
all solid waste management units must comply with the requirements in §335.167
of this title (relating to Corrective Action for Solid Waste Management Units).
A surface impoundment, waste pile, land treatment unit, or landfill that receives
hazardous waste after July 26, 1982, (hereinafter referred to as a regulated
unit) must comply with the requirements of §§335.157 - 335.166 of
this title (relating to Required Program; Groundwater Protection Standard;
Hazardous Constituents; Concentration Limits; Point of Compliance; Compliance
Period; General Groundwater Monitoring Requirements; Detection Monitoring
Program; Compliance Monitoring Program; and Corrective Action Program) in
lieu of §335.167 of this title for purposes of detecting, characterizing,
and responding to releases to the uppermost aquifer. The financial responsibility
requirements of §335.167 of this title apply to regulated units.
(3)
The commission may replace all or part of the requirements
of §§335.157 - 335.166 of this title with alternative requirements
for groundwater monitoring and corrective action for releases to groundwater
set out in the permit or in a post-closure order where the commission determines
that:
(A)
a regulated unit is situated among solid waste management
units or area of concern, a release has occurred, and both the regulated unit
and one or more solid waste management unit(s) or area of concern are likely
to have contributed to the release; and
(B)
it is not necessary to apply the groundwater monitoring
and corrective action requirements of §§335.157 - 335.166 of this
title because the alternative requirements will be protective of human health
and the environment.
(4)
If a permitted facility obtains an order setting out alternative
requirements provided in §335.151(e) of this title (relating to Purpose,
Scope, and Applicability), then the alternative requirements shall also be
referenced in the facility's permit.
(b)
The owner or operator's regulated unit or units are not
subject to regulation for releases into the uppermost aquifer under this section
and §§335.157 - 335.166 of this title if:
(1)
he is exempted under 40 Code of Federal Regulations (CFR) §264.1;
(2)
he operates a unit which the commission finds:
(A)
is an engineered structure;
(B)
does not receive or contain liquid waste or waste containing
free liquids;
(C)
is designed and operated to exclude liquid, precipitation,
and other run-on and run-off;
(D)
has both inner and outer layer of containment enclosing
the waste;
(E)
has a leak detection system built into each containment
layer for which continuing operation and maintenance will be provided during
the active life of the unit and the closure and post-closure care periods;
and
(F)
to a reasonable degree of certainty, will not allow hazardous
constituents to migrate beyond the outer containment layer prior to the end
of the post-closure care period.
(3)
the commission finds, in accordance with 40 CFR §264.280(d),
that the treatment zone of a land treatment unit that qualifies as a regulated
unit does not contain levels of hazardous constituents that are above backgrounds
levels of those constituents by an amount that is statistically significant,
and if an unsaturated zone monitoring program meeting the requirements of
40 CFR §264.278 has not shown a statistically significant increase in
hazardous constituents below the treatment zone during the operating life
of the unit. An exemption under this paragraph can only relieve an owner or
operator of responsibility to meet the requirements of this subchapter relating
to groundwater monitoring and response during the post-closure care period;
(4)
the commission finds that there is no potential for migration
of liquid from a regulated unit to the uppermost aquifer during the active
life of the regulated unit (including the closure period) and the post-closure
care period specified under 40 CFR §264.117. This demonstration shall
be certified by a licensed professional geoscientist or geotechnical engineer.
In order to provide an adequate margin of safety in the prediction of potential
migration of liquid, the owner or operator shall base any predictions on assumptions
that maximize the rate of liquid migration; or
(5)
he designs and operates a pile in compliance with 40 CFR §264.250(c).
(c)
Sections 335.157 - 335.166 of this title apply during the
active life of the regulated unit (including the closure period). After closure
of the regulated unit, these sections:
(1)
do not apply if all waste, waste residues, contaminated
containment system components, and contaminated subsoils are removed or decontaminated
at closure;
(2)
apply during the post-closure care period under 40 CFR §264.117
if the owner or operator is conducting a detection monitoring program under §335.164
of this title; or
(3)
apply during the compliance period under §335.162
of this title if the owner or operator is conducting a compliance monitoring
program under §335.165 of this title or a corrective action program under §335.166
of this title.
§335.172.Closure and Post-Closure Care (Land Treatment Units).
(a)
During the closure period, the owner or operator must:
(1)
continue all operations (including pH control) necessary
to maximize degradation, transformation, or immobilization of hazardous constituents
within the treatment zone as required under §335.171(1) of this title
(relating to Design and Operating Requirements (Land Treatment Units)), except
to the extent such measures are inconsistent with paragraph (8) of this subsection;
(2)
continue all operations in the treatment zone to minimize
run-off of hazardous constituents as required under §335.171(3) of this
title;
(3)
maintain the run-on control system required under §335.171(3)
of this title;
(4)
maintain the run-off management system required under §335.171(4)
of this title;
(5)
control wind dispersal of hazardous waste if required under §335.171(6)
of this title;
(6)
continue to comply with any prohibitions or conditions
concerning growth of food-chain crops under 40 Code of Federal Regulations
(CFR) §264.276;
(7)
continue unsaturated zone monitoring in compliance with
40 CFR §264.278, except that soil- pore liquid monitoring may be terminated
90 days after the last application of waste to the treatment zone; and
(8)
establish a vegetative cover on the portion of the facility
being closed at such time that the cover will not substantially impede degradation,
transformation, or immobilization of hazardous constituents in the treatment
zone. The vegetative cover must be capable of maintaining growth without extensive
maintenance.
(b)
For the purpose of complying with 40 CFR §264.115,
when closure is completed, the owner or operator may submit to the executive
director certification by an independent licensed professional geoscientist,
in lieu of an independent licensed professional engineer, that the facility
has been closed in accordance with the specifications in the approved closure
plan.
(c)
During the post-closure care period, the owner or operator
must:
(1)
continue all operations (including pH control) necessary
to enhance degradation and transformation and sustain immobilization of hazardous
constituents in the treatment zone to the extent that such measures are consistent
with other post-closure care activities;
(2)
maintain a vegetative cover over closed portions of the
facility;
(3)
maintain the run-on control system required under §335.171(3)
of this title;
(4)
maintain the run-off management system required under §335.171(4)
of this title;
(5)
control wind dispersal of hazardous waste if required under §335.171(6)
of this title;
(6)
continue to comply with any prohibition or conditions concerning
growth of food-chain crops under 40 CFR §264.276; and
(7)
continue unsaturated zone monitoring in compliance with
40 CFR §264.278, except that soil- pore liquid monitoring may be terminated
90 days after the last application of waste to the treatment zone.
(d)
The owner or operator is not subject to regulation under
subsections (a)(8) and (c) of this section if the commission finds that the
level of hazardous constituents in the treatment zone does not exceed the
background value of those constituents by an amount that is statistically
significant when using the test specified in paragraph (3) of this subsection.
The owner or operator may submit such a demonstration to the executive director
at any time during the closure or post-closure care periods.
(1)
The owner or operator must establish background soil values
and determine whether there is a statistically significant increase over those
values for all hazardous constituents specified in the facility permit under
40 CFR §264.271(b).
(A)
Background soil values may be based on a one-time sampling
of a background plot having characteristics similar to those of the treatment
zone.
(B)
The owner or operator must express background values and
values for hazardous constituents in the treatment zone in a form necessary
for the determination of statistically significant increases under paragraph
(3) of this subsection.
(2)
In taking samples used in the determination of background
and treatment zone values, the owner or operator must take samples at a sufficient
number of sampling points and at appropriate locations and depths to yield
samples that represent the chemical make-up of soil that has not been affected
by solid waste or leakage from the treatment zone, and the soil within the
treatment zone, respectively.
(3)
In determining whether a statistically significant increase
has occurred, the owner or operator must compare the value of each constituent
in the treatment zone to the background value for that constituent using a
statistical procedure that provides reasonable confidence that constituent
presence in the treatment zone will be identified. The owner or operator must
use a statistical procedure that:
(A)
is appropriate for the distribution of the data used to
establish background values; and
(B)
provides a reasonable balance between the probability of
falsely identifying hazardous constituent presence in the treatment zone and
the probability of failing to identify real presence in the treatment zone.
(e)
The owner or operator is not subject to regulation under §§335.156
- 335.166 of this title (relating to Applicability of Groundwater Monitoring
and Response; Required Programs; Groundwater Protection Standard; Hazardous
Constituents; Concentration Limits; Point of Compliance; Compliance Period;
General Groundwater Monitoring Requirements; Detection Monitoring Program;
Compliance Monitoring Program; and Corrective Action Program); if the commission
finds that the owner or operator satisfied subsection (d) of this section
and if unsaturated zone monitoring under 40 CFR §264.278 indicates that
hazardous constituents have not migrated beyond the treatment zone during
the active life of the land treatment unit.
This agency hereby certifies that the adoption has been reviewed
by legal counsel and found to be a valid exercise of the agency's legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304805
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §335.204
STATUTORY AUTHORITY
The amendment is adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; and Texas Civil Statutes, Article
3271b, the Act, which authorizes the public practice of geoscience in the
State of Texas.
This agency hereby certifies that the adoption has been reviewed
by legal counsel and found to be a valid exercise of the agency's legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304806
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §335.348
STATUTORY AUTHORITY
The amendment is adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; and Texas Civil Statutes, Article
3271b, the Act, which authorizes the public practice of geoscience in the
State of Texas.
§335.348.General Requirements for Remedial Investigations.
(a)
Unless otherwise directed by the commission, a remedial
investigation as approved by the executive director shall be completed before
the executive director's selection of the remedial action, except for removals
and preliminary site investigations in accordance with §335.346 of this
title (relating to Removals and Preliminary Site Investigations).
(b)
A similar study may be approved by the executive director
as an appropriate alternative to the performance of a full remedial investigation
when necessary to avoid delay, to make more effective use of resources or
when such similar study is sufficient to adequately characterize a site.
(c)
The contents of the remedial investigation as approved
by the executive director, will depend on the particular circumstances of
each specific facility. Under any remedial investigation, however, sufficient
information must be collected and evaluated to allow the executive director
to select an appropriate remedial action.
(d)
A remedial investigation may include the following, as
appropriate to a particular facility, for the purpose of allowing the executive
director to select an appropriate remedial action:
(1)
investigations of surface water and sediments necessary
to characterize hydrologic features such as surface drainage patterns, areas
of erosion and sediment deposition, surface waters, floodplains, and actual
or potential hazardous substance migration routes within these areas. Properties
of surface and subsurface sediments, which would influence the type and rate
of hazardous substance migration or affect the ability to implement alternative
remedial actions, shall be characterized;
(2)
investigations to adequately characterize the nature and
extent of hazardous substances in the soils encompassing the facility. Properties
associated with the soils, which would influence the type and rate of hazardous
substance migration or affect the ability to implement alternative remedial
actions, shall be characterized;
(3)
investigations of hydrogeology and geology to adequately
characterize the nature and extent of hazardous substances in the groundwater
and the features which affect the fate and transport of those hazardous substances.
This should include, but is not limited to, the physical properties and distribution
of bedrock and unconsolidated materials, groundwater flow rate and gradient
for contaminated and potentially contaminated aquifers, groundwater divides,
areas of groundwater recharge and discharge, and location of public and private
groundwater wells;
(4)
information regarding local climatological characteristics
which are likely to affect the hazardous substance migration such as: rainfall
patterns; frequency of storm events; temperature variations; prevailing wind
direction; and wind velocity;
(5)
an ecological risk assessment;
(6)
descriptions of the location, quantity, horizontal and
vertical extent, concentrations and sources of hazardous substances. Information
on the physical and chemical characteristics and the toxicological effects
of hazardous substances shall be provided, if available; and
(7)
a feasibility study.
(e)
Protective concentration levels shall be developed in accordance
with Chapter 350, Subchapter D of this title (relating to Development of Protective
Concentration Levels).
(f)
A workplan for a remedial investigation shall be submitted
to the executive director for final review and possible modifications and
shall include the following:
(1)
a sampling and analysis plan covering all sampling activities
to be undertaken in accordance with the remedial investigation;
(2)
a quality assurance project plan to ensure the integrity
of all samples taken in accordance with the remedial investigation;
(3)
a health and safety plan to describe steps to be taken
to assure the health and safety of all personnel engaged in implementing the
remedial investigation; and
(4)
an implementation schedule for all aspects of the remedial
investigation.
(g)
Treatability studies may be required as necessary to provide
information to evaluate remedial action alternatives.
(h)
In evaluating the acceptability of a remedial investigation,
the executive director may require the utilization of published agency and
EPA technical guidance documents.
(i)
A health and safety plan shall be prepared that addresses
the protection of on-site personnel and the public from potential hazards
associated with implementing the remedial investigation at a particular facility.
(j)
A report shall be prepared at the completion of the remedial
investigation and submitted to the executive director for review, possible
modification, and final approval.
(k)
The selection of the remedial alternative shall be made
according to the process outlined in the guidance document "Presumptive Remedies
for Soils at Texas State Superfund Sites" or other applicable presumptive
remedy documents, unless the executive director determines that a feasibility
study must be conducted.
(l)
The remedial action for a particular facility shall be
selected based on the remedial alternative that the executive director determines
to be the lowest cost alternative which is technologically feasible and reliable,
effectively mitigates and minimizes damage to the environment, and provides
adequate protection of the public health and safety and the environment.
(m)
All engineering evaluations, plans, and specifications
included in the feasibility study or similar study must be prepared and submitted
in accordance with the Texas Engineering Practice Act.
(n)
All engineering and geoscientific information submitted
to the agency shall be prepared by, or under the supervision of, a licensed
professional engineer or licensed professional geoscientist, and shall be
signed, sealed, and dated by qualified professionals as required by the Texas
Engineering Practice Act and the Texas Geoscience Practice Act and the licensing
and registration boards under these acts.
This agency hereby certifies that the adoption has been reviewed
by legal counsel and found to be a valid exercise of the agency's legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304807
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
30 TAC §335.553
STATUTORY AUTHORITY
The amendment is adopted under Texas Water Code, §5.103, which provides
the commission with the authority to adopt rules necessary to carry out its
power and duties under this code and other laws of this state; Texas Water
Code, §5.105, which authorizes the commission to establish and approve
all general policy of the commission by rule; and Texas Civil Statutes, Article
3271b, the Act, which authorizes the public practice of geoscience in the
State of Texas.
§335.553.Required Information.
(a)
For Risk Reduction Standard Number 1 or 2, the person shall
provide a final report that documents attainment of the risk reduction standard
in accordance with §335.554 or §335.555 of this title (relating
to Attainment of Risk Reduction Standard Number 1 and Attainment of Risk Reduction
Standard Number 2). The report shall include, but is not limited to, descriptions
of procedures and conclusions of the investigation to characterize the nature,
extent, direction, rate of movement, volume, composition and concentration
of contaminants in environmental media; basis for selecting environmental
media of concern; documentation supporting selection of exposure factors;
descriptions of removal or decontamination procedures performed in closure
or remediation; summaries of sampling methodology and analytical results which
demonstrate that contaminants have been removed or decontaminated to applicable
levels; and a document that the person proposes to use to fulfill the requirements
of §335.560(b) of this title (relating to Post-Closure Care and Deed
Certification for Risk Reduction Standard Number 2), as applicable.
(b)
Risk Reduction Standard Number 3, the person shall conduct
the activities set forth in paragraphs (1) - (4) of this subsection. The results
of activities required by paragraphs (1) - (3) of this subsection may be combined
to address a portion of a facility or one or more facilities of a similar
nature or close proximity. The submittal shall be subject to review and approval
by the executive director prior to carrying out the closure or remediation.
Upon completion of the approved activity, the person shall submit the final
report required by paragraph (4) of this subsection.
(1)
The person shall prepare a remedial investigation report
which contains sufficient documentation such as, but not limited to, descriptions
of procedures and conclusions of the investigation to characterize the nature,
extent, direction, rate of movement, volume, composition, and concentration
of contaminants in environmental media of concern, including summaries of
sampling methodology and analytical results. Information obtained from attempts
to attain Risk Reduction Standard Number 1 or 2 may be submitted for this
purpose.
(2)
The person shall prepare a baseline risk assessment report
which describes the potential adverse effects under both current and future
conditions caused by the release of contaminants in the absence of any actions
to control or mitigate the release. The report shall also discuss the degree
of uncertainty associated with the baseline risk assessment. Residential land
use with on-site exposure shall be assumed to evaluate the future use condition
unless the person demonstrates to the satisfaction of the executive director
that a different land use assumption such as industrial use is more appropriate.
The standard exposure factors set forth in Table 1 (located following paragraph
(4) of this subsection) shall be used unless the person documents to the executive
director's satisfaction that site-specific exposure data should be used instead.
(3)
The person shall evaluate the relative abilities and effectiveness
of potential remedies to achieve the requirements for remedies described in §335.561
of this title (relating to Attainment of Risk Reduction Standard Number 3:
Closure/Remediation with Controls) when considering the evaluation factors
described in §335.562 of this title (relating to Remedy Evaluation Factors
for Risk Reduction Standard Number 3). Using this information, the person
shall prepare a corrective measure study which recommends the remedy which
best achieves the requirements for remedies described in §335.561 of
this title. Persons may seek to satisfy the requirements of §335.564
of this title (relating to Post-Closure Care Not Required for Risk Reduction
Standard Number 3) by demonstrating in the corrective measure study using
the procedures of §335.563 of this title (relating to Media Cleanup Requirements
for Risk Reduction Standard Number 3) that no remedy needs to be performed
since the existing conditions of the facility or area conform to the media
cleanup requirements without the use of removal, decontamination or control
measures. Persons may also seek to satisfy the requirements of §335.564
of this title by demonstrating in the corrective measure study that following
completion of their recommended removal and/or decontamination activities
the conditions of the facility or area will conform to the media cleanup requirements
of §335.563 of this title without the use of control measures. Upon review
of the corrective measure study, the executive director may require the person
to further evaluate the proposed remedy or to evaluate one or more additional
remedies.
(4)
The person shall submit to the executive director, for
review and acceptance, a final report containing sufficient documentation
which demonstrates that the remedy has been completed in accordance with the
approved plan and also a document that the person proposes to use to fulfill
the requirements of §335.566 of this title (relating to Deed Recordation
for Risk Reduction Standard Number 3).
Figure: 30 TAC §335.553(b)(4) (No change.)
(c)
For risk reduction standards Numbers 1, 2, and 3, in order
for a treatment process to achieve decontamination in contrast to being a
control measure, the person must demonstrate to the satisfaction of the executive
director that the treatment process permanently alters all contaminants to
levels that will not pose a substantial present or future threat to human
health and the environment, and must further demonstrate that any residue
remaining in place from the treatment will not pose the threat of any future
release that would increase the concentrations of contaminants in environmental
media above the cleanup levels determined for that particular risk reduction
standard.
(d)
For Risk Reduction Standards Numbers 1, 2, and 3, attainment
of cleanup levels shall be demonstrated by collection and analysis of samples
from the media of concern. Persons shall utilize techniques described in SW
846, Test Methods for Evaluating Solid Waste, EPA, or other available guidance
in developing a sampling and analysis plan appropriate for the distribution,
composition, and heterogeneity of contaminants and environmental media. A
sufficient number of samples shall be collected and analyzed for individual
compounds to both accurately assess the risk to human health and the environment
posed by the facility or area and to demonstrate the attainment of cleanup
levels. Noncompound-specific analytical techniques (e.g., total petroleum
hydrocarbons, total organic carbon, etc.) may, where appropriate for the nature
of the wastes or contaminants, be used to aid in the determination of the
lateral and vertical extent and volume of contaminated media; however, such
noncompound-specific analyses will serve only as indicator measures and must
be appropriately supported by compound-specific analyses. Comparisons may
be based on the following methods:
(1)
direct comparison of the results of analysis of discrete
samples of the medium of concern with the cleanup level;
(2)
for a data set of ten or more samples, statistical comparison
of the results of analysis utilizing the 95% confidence limit of the mean
concentration of the contaminant as determined by the following expression:
Figure: 30 TAC §335.553(d)(2) (No change.)
(3)
other statistical methods appropriate for the distribution
of the data, subject to prior approval by the executive director.
Figure: 30 TAC §335.553(d)(3) (No change.)
(e)
For Risk Reduction Standards Numbers 2 and 3, in determining
toxicity information for contaminants (e.g., EPA carcinogen classification,
type of toxicant, reference doses, carcinogenic slope factors, etc.), persons
shall utilize values from the following sources in the order indicated. For
Risk Reduction Standard Number 2, persons may utilize data from these sources
that are more current than those used to derive the unadjusted medium-specific
concentrations listed in §335.568 of this title (relating to Appendix
II), provided that substantiating information is furnished to the executive
director in the report required by §335.555(f) of this title (relating
to Attainment of Risk Reduction Standard Number 2: Closure/Remediation to
Health-Based Standards and Criteria).
(1)
Integrated Risk Information System (IRIS);
(2)
Health Effects Assessment Summary Table (HEAST);
(3)
EPA Criteria Documents;
(4)
Agency for Toxic Substances and Disease Registry (ATSDR)
Toxicological Profiles; and
(5)
other scientifically valid published sources.
(f)
For Risk Reduction Standards Numbers 2 and 3, persons determining
cleanup levels for contaminated media characterized by noncompound-specific
analytical techniques (e.g., total petroleum hydrocarbons, total organic carbon,
etc.) and for which individual compounds such as hazardous constituents are
not present as contaminants, must at a minimum consider other scientifically
valid published numeric criteria to address: adverse impacts on environmental
quality; adverse impacts on the public welfare and safety; conditions that
present objectionable characteristics (e.g., taste, odor, etc.); or conditions
that make a natural resource unfit for use.
(g)
All engineering and geoscientific information submitted
to the agency shall be prepared by, or under the supervision of, a licensed
professional engineer or licensed professional geoscientist, and shall be
signed, sealed, and dated by qualified professionals as required by the Texas
Engineering Practice Act and the Texas Geoscience Practice Act and the licensing
and registration boards under these acts.
This agency hereby certifies that the adoption has been reviewed
by legal counsel and found to be a valid exercise of the agency's legal authority.
Filed
with the Office of the Secretary of State on August 7, 2003.
TRD-200304808
Stephanie Bergeron
Director, Environmental Law Division
Texas Commission on Environmental Quality
Effective date: September 1, 2003
Proposal publication date: May 30, 2003
For further information, please call: (512) 239-0348
Subchapter A. GENERAL INFORMATION
Subchapter E. PERMIT PROCEDURES
Subchapter I. GROUNDWATER MONITORING AND CORRECTIVE ACTION
Subchapter L. LOCATION RESTRICTIONS
Subchapter N. LANDFILL MINING
Chapter 335.
INDUSTRIAL SOLID WASTE AND MUNICIPAL HAZARDOUS WASTE
Subchapter E. INTERIM STANDARDS FOR OWNERS AND OPERATORS OF HAZARDOUS WASTE STORAGE, PROCESSING, OR DISPOSAL FACILITIES
Subchapter F. PERMITTING STANDARDS FOR OWNERS AND OPERATORS OF HAZARDOUS WASTE STORAGE, PROCESSING, OR DISPOSAL FACILITIES
Subchapter G. LOCATION STANDARDS FOR HAZARDOUS WASTE STORAGE, PROCESSING, OR DISPOSAL
Subchapter K. HAZARDOUS SUBSTANCE FACILITIES ASSESSMENT AND REMEDIATION
Subchapter S. RISK REDUCTION STANDARDS
Chapter 350.
TEXAS RISK REDUCTION PROGRAM