Part 1.
TEXAS NATURAL RESOURCE CONSERVATION COMMISSION
Chapter 290.
PUBLIC DRINKING WATER
The Texas Natural Resource Conservation Commission (agency, commission,
or TNRCC) proposes amendments to Subchapter D, Rules and Regulations for Public
Water Systems, §§290.38, 290.39, 290.41, 290.42, and 290.44 - 290.47;
and Subchapter F, Drinking Water Standards Governing Drinking Water Quality
and Reporting Requirements for Public Water Supply Systems, §§290.102
- 290.104, 290.106 - 290.115, 290.117 - 290.119, 290.121, and 290.122.
BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE PROPOSED RULES
The commission adopted major revisions to Chapter 290 in the November 17,
2000, issue of the
Texas Register
(25 TexReg
11408), to implement state rules conforming to the federal Interim Enhanced
Surface Water Treatment Rule (IESWTR) and the Stage I Disinfectant and Disinfection
By-Product Rule (Stage 1 DBPR) as required by federal law (Safe Drinking Water
Act (SDWA), 42 United States Code (USC), §§300g
et seq.
), and federal regulations under 40 Code of Federal Regulations
(CFR) Parts 9, 141, and 142. After adopting these amendments, the commission
discovered several minor typographical errors that needed to be corrected.
With the current amendments, the commission proposes primarily technical and
grammatical corrections to Chapter 290, Subchapters D and F. In addition to
these corrections, the commission proposes amendments to incorporate the federal
Public Notification Rule (40 CFR Parts 9, 141, 142, and 143; 65 Federal Register
(FR) 25981-26049, May 4, 2000); incorporate the federal Lead/Copper Minor
Revisions Rule (40 CFR Parts 9, 141, and 142; 65 FR 1949-2015, January 12,
2000); implement House Bill (HB) 217, §2, 77th Legislature, 2001, deleting
the exemption for small municipalities to have plumbing inspections performed
by a licensed plumber; update references to lab related terminology prompted
by HB 2912, §18.02, transferring certification of drinking water laboratories
from Texas Department of Health (TDH) to TNRCC; and propose language from
SDWA, 42 USC, §300g-1(b)(10), allowing two-year extensions to the effective
dates for new regulations for maximum contaminant levels (MCLs) and treatment
technique (TT) requirements when capital improvements are necessary to comply
with the new requirements.
TNRCC has reviewed the public health effects of using treatment techniques
other than the control of total organic carbon (TOC) for limiting the formation
of disinfection by-products. These alternatives may involve the use of disinfectants
such as ozone, ultraviolet light, and chloramine that form fewer regulated
disinfection byproducts than chlorine, the primary disinfectant used by many
public water systems. TNRCC may submit a proposal under the "Joint EPA/State
Agreement to Pursue Regulatory Innovations" to pursue regulatory innovation
to protect public health from disinfection by-products. Although these amendments
do not propose any alternative compliance criteria other than those already
contained in TNRCC regulations, the TNRCC is requesting public comment on
developing rules in a future rulemaking which protect public health by adopting
compliance criteria for alternative treatment techniques to reduce disinfection
by-product levels.
SECTION BY SECTION DISCUSSION
Certain rewording is proposed throughout the two affected subchapters.
The term "public drinking water program," which was used in the previous adoption
to make clear to the regulated community the group within the commission that
accepted their forms, letters, and other correspondence related to public
water systems, has been replaced with the term "executive director," to conform
to usage in other agency rules and the definitions in 30 TAC Chapter 3, Definitions,
of the commission's rules. The term "Water Permits and Resource Management
Division" has been replace with the term "Water Supply Division" to reflect
the most recent reorganization of the agency.
Subchapter D
Section 290.38, Definitions, is proposed to be renumbered to incorporate
new definitions of "certified laboratory," "customer service line or pipe,"
"distribution system," "groundwater," "potable water customer service line,"
"potable water service line," "potable water main," "service line," "wastewater
lateral," and "wastewater main." The definition of "approved laboratory" is
proposed to be amended to incorporate the jurisdictional change from the TDH
to the commission. The proposed rule would clarify the definition of "connection"
to explain that alternative water from a commission-approved water provider
or the water users' private well shall not be considered a connection. The
proposed rule also clarifies in the definition of "contamination" that the
presence of any foreign substance in water which tends to degrade its quality
constitutes a hazard to health. The definition of "maximum daily demand" is
proposed to be modified to account for situations in which mandatory water
use restrictions have been put in place related to drought conditions.
Section 290.39, General Provisions, is proposed to be amended. Subsection
(d)(1) would specify that plans and specifications prepared under the seal
of a professional engineer must have the seal, signature, and dates affixed
in accordance with the rules of the Texas Board of Professional Engineers.
Subsection (d)(3)(C) is proposed to be amended to include a mailing address
for the submission of planning materials. The proposal includes replacement
of the term "public drinking water program" with the term "executive director"
for consistency with the commission's style guidelines because the public
drinking water program staff represents the executive director.
Section 290.39(f) is proposed to be amended to delete the word "proposed"
to clarify that the prospective owner of the system or the person responsible
for managing and operating the system must submit a business plan before construction
is completed that demonstrates that the owner or operator of the system has
available the financial, managerial, and technical capability to ensure future
operation of the system in accordance with applicable laws and rules.
Section 290.39(h)(2) is proposed to be amended to require the design engineer
or the owner to notify the executive director before construction is started
rather than when construction is started. Subsection (h)(3) is proposed to
be amended to change "will" to "shall" to more clearly specify that the engineer
or owner is required to notify the executive director in writing. This would
provide a record of the notification.
Section 290.39(j) is proposed to be amended to reorganize and reword the
notification requirements for changes to a public water system's physical
facilities. Subsection (j) is proposed to be amended to include the introductory
material for the notification requirements for any change in disinfection
facilities at a treatment plant treating surface water or groundwater under
the direct influence of surface water. Subsection (j)(1) is proposed to be
amended to list the significant material changes for which public water systems
shall notify the executive director prior to making any of these material
changes, improvements, additions, or alterations to an existing public water
system. Subsection (j)(1) is proposed to be amended by adding "pressure maintenance
facilities" to the list of changes to a system's facilities requiring notification
to the executive director. Changes requiring written notice to the executive
director are specified as those changes which result in either an increase
or decrease in production, treatment, storage, or pressure maintenance capacity.
Paragraph (1) is also proposed to be reorganized to contain specific descriptions
of conditions requiring notification in subordinate subparagraphs. Paragraph
(1)(A) is proposed to be added to specify the requirement of notification
for changes which result in an increase in the amount of water a system can
provide, store, or pressurize. Paragraph (1)(B) is proposed to be added to
state the requirement for notification for changes in disinfection facilities
at surface water treatment plants or plants treating groundwater under the
direct influence of surface water. These requirements were previously contained
in paragraph (2) of this subsection. Paragraph (1)(C) is proposed to be added
to specify the requirement for notification for changes to the type of disinfectant
used in the distribution system. This requirement was previously contained
in paragraph (3) of this subsection. Existing paragraph (4) of this subsection
is proposed to be reworded and renumbered as proposed paragraph (1)(D), and
contains the requirement for notification if changes are planned to the distribution
system, if those changes constitute 10% of the distribution system capacity,
or 250 connections, whichever is smaller, or if the changes will affect the
system's ability to comply with other capacity regulations. Paragraph (1)(E)
is proposed to be added to contain the requirement that the executive director
may identify other conditions under which notification is required, which
was previously contained in paragraph (5) of this subsection. The material
previously contained in paragraphs (2) - (4) is proposed to be deleted and
incorporated into paragraph (1), as described previously. Existing paragraph
(5) has been renumbered to new paragraph (2).
Section 290.39(j)(2)(B), formerly paragraph (5)(B), is proposed to be reorganized
to clarify the requirements for submittal of plans. The language giving political
subdivisions with internal review staff the ability to review certain of their
own plans was inadvertently subordinated in the previous adoption; the proposed
language corrects that error. Paragraph (2)(B)(i) is proposed to be added
to set out the requirements for a political entity's internal review staff,
previously contained in paragraph (5)(B). Paragraph (2)(B)(ii) is proposed
to be added to contain the requirement that the political entity's professional
engineer certify the legality of planned changes; this requirement was previously
contained in paragraph (5)(B). Paragraph (2)(B)(iii) is proposed to be added
to contain the requirement, previously in paragraph (5)(B), that certification
of the internal review staff be provided with the written notice given to
the executive director. Paragraph (2)(C) is added to clarify the existing
requirement that if plans are submitted to the internal review staff as part
of a legal agreement between two political entities, those plans may be approved
in that manner, but notification is still required. Paragraph (3) is proposed
to be added to specify that if the planned changes to the distribution system
will cause the Certificate of Convenience and Necessity (CCN) to be changed,
a CCN amended application must be submitted at the same time notice is sent
to the executive director.
Section 290.39(l)(1) is proposed to be changed to replace the word "should"
with the word "shall," thus making more enforceable the requirement that any
request for an exception to the rules precede submission of engineering plans.
This section is also proposed to be expanded to clarify that an exception
request is only required if the public water system is actually seeking an
exception to one or more of the regulatory provisions.
Section 290.41, Water Sources, is proposed to be amended to ensure consistency
of word usage, to correct typographical errors, and to provide clarification
of rule requirements. In subsection (a), the citation to Subchapter F is proposed
to be made explicit. The requirement contained in §290.41(c)(1)(F), relating
to sanitary control easements, is intended to ensure that the area around
a well used for public drinking water be protected from potential contamination.
The term "sanitary control easement" is to establish an area of protection
which is recorded in county records. However, the term "sanitary control easement"
describes the protected area around a drinking water well. Subparagraph (F)
is proposed to be expanded to provide that political subdivisions which adopt
and enforce ordinances or land restrictions that will achieve the goal of
protecting a public water source may, with executive director approval, substitute
those documents for sanitary control easements. Subsection (c)(3) is proposed
to be amended to clarify that the subsequent subparagraphs contain the conditions
for placing a new well into service for potable water. Subsection (c)(3) is
also made more enforceable by deleting the phrase "special attention must
be given to." The first sentence in paragraph (3)(A) is proposed to be changed
to active voice, clearly stating that it is the public water system's responsibility
to submit well information. Additionally, the term "to the executive director"
is proposed to be added to clarify that the public water system must submit
well information to the executive director. Paragraph (3)(C) is proposed to
be amended to replace the word "will" with the word "shall" to make the conditions
more legally enforceable. In addition, subparagraph (C) has been amended to
reflect that the use of alternate methods of cementing a well may be approved
only on a case-by-case basis and that the approval must be in writing. Paragraph
(3)(G) is proposed to be amended to replace the term "the Texas Department
of Health approved" with the term "a certified" in response to the change
of authority over lab certification from TDH to TNRCC as required by HB 2912, §18.02,
77th Legislature, 2001. Additionally, paragraph (3)(G) is proposed to be amended
to replace the term "public drinking water program" with the term "executive
director" to clarify that chemical and microbiological tests may be required
by the executive director, or his designated staff, as defined by 30 TAC §3.2(16).
Section 290.41(d)(2) is proposed to be amended to replace the term "public
drinking water program" with the term "executive director."
Section 290.41(e)(1) is proposed to be amended to clarify that the area
surrounding a new surface water intake must be kept free of potential drinking
water contaminants. Subsection (e)(2)(D) is proposed to be amended to replace
the term "public drinking water program" with the term "executive director."
Section 290.42(b)(5), Water Treatment, is proposed to be added to this
subsection to specify that all plant piping shall be designed and constructed
to be thoroughly tight against leakage. Proposed new paragraph (6) clarifies
water systems must have sampling taps that will allow them to obtain water
samples at the points specified in Subchapters D and F. Subsection (c)(4)
is proposed to be amended to specify the same language as in subsection (b)(5).
Subsection (c)(4) is also proposed to be amended to clarify that no cross-connection
or interconnection shall be permitted between a conduit carrying potable water
and a conduit carrying raw water or water in a prior stage of treatment. New
paragraph (5) is proposed to include the same language as subsection (b)(6).
Section 290.42(d)(3) is amended to clarify that any discharge of wastewater
shall be according to the appropriate statutes and regulations including those
contained in 30 TAC Chapters 305, 309, and 319. Subsection (d)(6)(C) is proposed
to be amended to specify that all chemical bulk storage facilities and day
tanks shall be clearly labeled to indicate each tank's contents and a method
to determine the amount of chemical remaining in the tank must be provided.
Subsection (d)(6)(E), which describes chemical containment requirements to
minimize the possibility of leaks and spills, is proposed to be reworded for
clarification and to consider current chemical containment technology. Subparagraph
(E)(i) states that the material used to construct the bulk tanks must be compatible
with the chemicals being stored and must be resistant to corrosion. Subparagraph
(E)(ii) is proposed to be amended to state that except as provided in this
clause, adequate containment facilities shall be provided for all liquid storage
tanks. This takes into account the situation in which multiple tanks utilize
a common containment area. Subparagraph (E)(ii)(I) is proposed to be amended
to state that the tank must be large enough to hold the maximum amount of
chemical that can be stored. Subclause (II) is proposed to be amended to state
that the common containment for multiple containers must be large enough to
hold the volume of the largest container. Subclauses (III) and (IV) of subparagraph
(E)(ii) are proposed to be renumbered from subclauses (II) and (III) respectively.
Subparagraph (E)(ii)(V) is proposed to be added to include the allowance that
small containers, 35 gallons or less, containing hypochlorite solution for
disinfection do not need to be surrounded by a containment facility. Subparagraph
(E)(ii)(VI) is proposed to be added to allow double-walled tank containment
when approved by the executive director.
Section 290.42(d)(11) is proposed to be amended to specify that gravity
or pressure-type filters shall be provided. Subsection (d)(11)(B) is proposed
to be amended to clarify that filtration facilities shall be designed to operate
at filtration rates which assure effective filtration at all times. Subsection
(d)(11)(B)(i) is proposed to be amended to delete the term design and specify
that the design capacity of gravity rapid sand filters shall not exceed a
maximum filtration rate of 2.0 gallons per square foot per minute. Subparagraph
(B)(ii) is proposed to be amended to delete the term design and specify that
high-rate gravity filters shall not exceed a maximum filtration rate of 5.0
gallons per square foot per minute. Subparagraph (B)(iii) is proposed to be
amended to clarify the existing requirement that the design capacity of pressure
filters shall not exceed a maximum filtration rate of 2.0 gallons per square
foot per minute. Subparagraph (B)(iv) is proposed to be amended to specify
that any surface water treatment plant that provides less than 7.5 million
gallons per day (gpd) must be able to meet either the maximum daily demand
or the minimum required 0.6 gallons per minute per connection, whichever is
larger, with all filters on line. Subparagraph (B)(iv) is also proposed to
be amended to delete a sentence specifying the design capacity of filtration
facilities. Subparagraph (B)(v) is proposed to be amended to specify that
any surface water treatment plant that provides, or is being designed to provide,
7.5 million gpd or more must be able to meet either the maximum daily demand
or the minimum required 0.6 gallons per minute per connection, whichever is
larger, with the largest filter off line. Subparagraph (B)(v) is also proposed
to be amended to delete a sentence specifying the design capacity of filtration
facilities. Subparagraph (B)(vi) is proposed to be added to incorporate the
need for systems using pressure filters to meet capacity while one filter
is being backwashed.
Section 290.42(e)(4) is proposed to be reworded to the language that existed
in the 1997 adoption of the rules, prior to the previous adoption, based on
extensive comments from stakeholders that the language adopted in 2000 inadvertently
conflicted with other regulations regarding risk management and fire protection.
With a future rulemaking, specific comments will be invited from stakeholders
on all of the language related to chlorine gas safety. The existing language
in paragraph (4) is proposed to be deleted and replaced with new language
specifying that systems that use chlorine must ensure that the risks associated
with its use are limited. Specifically, paragraph (4)(A) is proposed to require
that when chlorine gas is used, a full-face self-contained breathing apparatus
or supplied air respirator that meets Occupational Safety and Health Administration
(OSHA) standards for construction and operation, and a small bottle of fresh
ammonia solution (or approved equal) for testing for chlorine leakage shall
be readily accessible outside the chlorination room and immediately available
to the operator in the event of an emergency. Paragraph (4)(B) is proposed
to specify that housing for gas chlorination equipment and cylinders of chlorine
shall be in separate buildings or separate rooms with impervious walls or
partitions separating all mechanical and electrical equipment from the chlorine
facilities. Proposed amendments also specify that housing shall be located
above ground level as a measure of safety, and that equipment and cylinders
may be installed on the outside of the buildings when protected from adverse
weather conditions and vandals. Paragraph (4)(C) specifies that adequate ventilation,
which includes both high-level and floor-level screened vents, shall be provided
for all enclosures in which gas chlorine is being stored or fed. Paragraph
(4)(C) is also proposed to be amended to clarify that enclosures containing
more than one operating 150-pound cylinder of chlorine shall also provide
forced air ventilation which includes: screened and louvered floor-level and
high- level vents; a fan which is located at and draws air in through the
top vent and discharges to the outside atmosphere through the floor-level
vent; and a fan switch located outside the enclosure. Amendments are also
proposed to specify that as an alternative, systems may install negative pressure
ventilation as long as the facilities also have gas containment and treatment
as prescribed by the current Uniform Fire Code (UFC). Paragraphs (5) and (6)
are proposed to be deleted, and paragraphs (7) and (8) are renumbered.
Section 290.44, Water Distribution, is proposed to be amended to incorporate
requirements in 30 TAC Chapter 317, Design Criteria for Sewerage Systems,
regarding separation distances between sewer lines and water lines. Portions
of §317.2 (relating to Sewage Collection System) will be incorporated
into this section. This section is also proposed to be amended to correct
typographical errors and to clarify rule requirements. Section 290.44(c) is
proposed to be amended for grammatical corrections and also to clarify the
mandatory requirements of minimum water line sizes for domestic flows, and
that larger pipe sizes shall be used when the engineer deems necessary to
ensure the safe delivery of water.
Subsection (d)(4) is proposed to be amended to specify that service connections
include residential, commercial or industrial connections. Paragraph (4) is
also proposed to be amended to clarify that a water system that furnishes
service only to itself or its employees is exempt from this requirement. Subsection
(d)(6) is proposed to be amended with grammatical corrections that specify
that dead ends shall be located and arranged in such a way that the ends can
be connected to provide circulation.
Subsection (e) is proposed to be amended to incorporate provisions previously
contained in Chapter 317. Paragraphs (1) - (5) of subsection (e) are proposed
to be renumbered. Existing language in paragraph (1) is incorporated into
subsection (e) and a sentence is added to clarify the location of waterlines
by specifying that new mains, service lines, or laterals are those that are
installed where no main, service line, or lateral previously existed; or where
existing mains, service lines, or laterals are replaced with pipes of different
size or material. Existing paragraphs (2) - (9) are renumbered as paragraphs
(1) - (8) of subsection (e). Renumbered paragraph (2) is proposed to be amended
to change the phrase "collection line or force main" to "mains or laterals"
to update current terminology. Renumbered paragraph (4)(A)(i) is proposed
to be amended to add the term "lateral" and delete the terms "line" and "force"
to clarify which wastewater lines are affected. The qualifying phrase "licensed
in the State of Texas" is added to clarify the requirements for a licensed
professional engineer. Paragraph (4)(A)(ii) is also proposed to be amended
to replace the term "line" with "wastewater main or lateral" to clarify which
wastewater lines are affected. Paragraph (4)(A)(iii) is also proposed to be
amended to replace the term "line" with "wastewater main or lateral" to clarify
which wastewater lines are affected. In paragraph (4)(B), clauses (i) - (vi)
are proposed to be amended to replace the term "line" with "wastewater main
or lateral" to clarify which wastewater lines are affected. Clauses (iii)
and (v) are also proposed to be amended to update cross-references to §290.44(e)(4)(B)(vi).
In clause (iii), subclauses (II) and (III) are also proposed to be amended
to replace the term "line" with "wastewater main or lateral" to clarify which
wastewater lines are affected. Clause (vi) is also proposed to be amended
to recommend brown sand be used to identify pressure rated wastewater lines
during construction. Renumbered paragraph (5) is proposed to be amended to
clarify that pressure class pipe for waterlines shall be "at least" 150 pounds
per square inch (psi). Renumbered paragraph (6) is proposed to be amended
for grammatical corrections and to replace the phrase "sanitary sewer line"
with "wastewater main or lateral." Renumbered paragraph (7) is proposed to
be amended with grammatical corrections and to clarify that the affected lines
are potable or raw water lines.
Section 290.45, Minimum Water System Capacity Requirements, is proposed
to be amended to incorporate wording changes and to clarify rule requirements.
Subsection (d)(2)(B)(iii) and (iv) is proposed to be amended to replace the
phrase "2.0 gallons per minute per connection" with the phrase "three times
the maximum demand" because the noncommunity water systems regulated under
this subsection are defined as only one connection, regardless of size, making
it necessary to clarify that the system must be able to provide water to all
of their consumers based on the flow rate of the system rather than the number
of connections. Subsection (g) is proposed to be amended to replace the word
"exceptions" with the phrase "alternative capacity requirement" throughout.
Stakeholders have provided comment that the wording change is needed to make
it more clear to funding agencies that meeting special capacity provisions
approved by the executive director constitutes compliance with the regulations.
Subsection (g)(1)(F) is proposed to be amended to clarify and make explicit
the previously implicit requirement that the public water system submit documentation
with any alternate capacity requirement request showing that its level of
service will remain equivalent to the level of service provided under the
minimum capacity requirements of this section. Subsection (g)(2) is proposed
to be amended to incorporate the phrase "alternative capacity requirement"
to replace the word "exceptions" and to make it clear that the conditions
set out in the subordinate subparagraphs and clauses applies to any minimum
pressure maintenance facilities, rather than merely elevated storage. In paragraph
(2)(A)(iii), the word "should" is proposed to be replaced with the word "shall"
to make the regulation more enforceable. Subsection (g)(3) is proposed to
be reworded to clarify that the compliance investigator may revoke any alternative
capacity requirement, and if the alternative capacity requirement is revoked,
the system must meet the minimum capacity requirement.
Section 290.46, Minimum Acceptable Operating Practices for Public Drinking
Water Systems, is proposed to be revised to correct grammatical or typographical
errors, to provide consistency with other regulations, and to clarify requirements.
Subsection (b) is proposed to be amended to change "approved" lab to "certified"
lab. Subsection (c) is proposed to be amended to specify that samples for
chemical analysis are submitted to the executive director. Likewise, proposed
amendments clarify that the executive director will provide a list of certified
labs. Subsection (d) is proposed to be amended to delete the word "acceptable"
because the term "acceptable" is subject to interpretation and is not defined
in the rule. Subsection (d)(1) is proposed to be amended to change "facilities"
to "equipment" for more specificity in the application of the rules. Subsection
(d)(2) is proposed to be amended to change "in the far reaches of" to "throughout"
to more clearly specify where the disinfectant residuals must be maintained.
Section 290.46(e) is proposed to be amended to refer to public water system
operators as being "trained and licensed" rather than "certified" throughout,
to correspond to new wording in the operator certification requirements of
30 TAC Chapter 30, Occupational Licenses and Registrations. The exemption
from these requirements for nontransient, noncommunity systems is proposed
to be moved from subsection (e) to paragraph (7) of subsection (e). Subsection
(e)(1) is proposed to be reworded to state the requirement that systems with
1,000 connections or less must have a single operator meeting the requirements.
The requirements previously contained in subsection (e)(1)(A) - (E) are proposed
to be moved to the rewritten subordinate paragraphs and subparagraphs. Subsection
(e)(2) is proposed to state the requirement that systems with more than 1,000
connections must employ two operators at the license level given in the paragraphs
which follow. Subsection (e)(3) is proposed to be reorganized to more clearly
describe the conditions under which a public water system must employ an operator
with a given class of license. Paragraph (3)(A) is proposed to contain the
requirement, previously contained in paragraph (1), that a public water system
using only purchased water or groundwater must employ a single Class "D" or
higher operator. Proposed paragraph (3)(B) clarifies that a system with 250
or more connections must employ a Class "C" operator, if the system uses only
groundwater or purchased water. Proposed paragraph (3)(C) clarifies that a
system with 250 or more connections must employ a Class "C" Groundwater or
higher operator if the system uses only groundwater. Subparagraph (C) is proposed
to be slightly expanded to address the current technology used for treatment
of groundwater that is under direct potential of contamination from surface
water. Proposed paragraph (3)(D) expands the requirements for operator levels
at systems treating groundwater under the direct influence of surface water
(GUI). Proposed subparagraph (D)(i) contains the requirement that GUI systems
using cartridge filters employ an operator with either a Class "C" or higher
surface water license or a Class "C" or higher groundwater license with the
addition of a four-hour Monitoring and Reporting Course. Proposed subparagraph
(D)(ii) contains the requirement that GUI systems using coagulant addition
and direct filtration must employ an operator with either a Class "C" or higher
surface water license or a Class "C" or higher groundwater license with the
addition of a 40-hour Surface Water Production Course. Proposed subparagraph
(D)(iii) contains the requirement that GUI systems using complete surface
water treatments comply with the following subparagraph. Proposed subparagraph
(D)(iv) contains the requirement that a GUI system either have an operator
with a Class "C" or higher license at the plant when it is running or have
automatic shutdowns and alarms. Proposed paragraph (3)(E) sets out the required
license levels for operators if a system uses surface water. Proposed paragraph
(4) states the requirements that beginning January 1, 2004, treatment facilities
at all systems using chlorine dioxide must be under the direct supervision
of a licensed operator that has completed additional training. Proposed language
specifies that public water systems using chlorine dioxide must place those
facilities under the direct supervision of a licensed operator who has a Class
"C" or higher license and has completed an approved water laboratory course.
Paragraph (5) is proposed to contain the requirement that systems employ a
certified operator to inspect any water treatment facilities prior to those
facilities being placed into production. Paragraph (6) is proposed to contain
the requirement, previously given under paragraph (5), that a system ensure
that operators have training in the use of water treatment chemicals to ensure
the safety of these workers. Paragraph (7) is proposed to be added to contain
the exemption for transient noncommunity public water systems that do not
use surface water systems, previously contained in paragraph (1).
In §290.46(f)(3)(A), the requirements for record retention for chemical
use and water produced are proposed to be expanded to provide clarification,
and to give appropriate requirements to very small systems serving fewer than
750 people, or 250 connections. In subparagraph (A)(i), the words "each day"
are proposed to be deleted. Subclause (I) of clause (i) is proposed to be
added to contain the requirements previously implicit in clause (i), that
systems that treat surface water or GUI shall record chemical use daily. Subclause
(II) of clause (i) is proposed to be added to require systems that serve 750
people or more, or 250 connections or more, shall record chemical use daily.
Subclause (III) of clause (i) is proposed to be added to require systems that
serve fewer than 250 connections and use only groundwater or purchased water
shall record the amount of chemicals used in a week. Under subparagraph (A)(ii),
the phrase "each day" is deleted and the volume of water used is clarified
in the subclauses. Subclause (I) of clause (ii) is proposed to be added to
contain the requirements, previously implicit in clause (i), that systems
that treat surface water or GUI must record the volume of water treated daily.
Subclause (II) of clause (ii) is proposed to be added to require systems that
serve 750 people or more, or 250 connections or more, shall record the volume
of water treated daily. Subclause (III) of clause (ii) is proposed to be added
to require systems that serve fewer than 250 connections, fewer than 750 people,
and use only groundwater or purchased water record the amount of water treated
each week.
Section 290.46(f)(3)(B) is proposed to be expanded to include the requirement
for retention of disinfectant residual monitoring results for three years
in proposed new clause (iii). Existing clauses (iii) - (v) are proposed to
be renumbered as (iv) - (vi). Paragraph (3)(D) is proposed to be reworded
to introduce the records which must be maintained as specified in the subsequent
clauses. Clause (i) of subparagraph (D) is proposed to be added to state that
the results of microbial analysis must be maintained. Clause (ii) of subparagraph
(D) is proposed to be added to require retention of the results of tank inspections
for five years. Subsection (f)(4) is proposed to be amended to replace the
term "Water Permitting and Resource Management Division" with the term "Water
Supply Division" to reflect recent changes within the agency.
Section 290.46(j)(4) is proposed to be amended to delete the reference
to cities, towns, and villages less than 5,000 persons because HB 217, Article
2, no longer exempts municipalities of less than 5,000 population from having
licensed plumbing inspectors perform plumbing inspections of all new plumbing
and alterations or additions to existing plumbing within the municipal limits.
Section 290.46(m) is proposed to be expanded to make specific reference to
the safety and public health bases of the requirement for maintenance of public
water system facilities. In subsection (m)(4), the phrase "pressure maintenance
facilities" is added to the list of physical facilities that must be maintained
in good working condition. Section 290.46(n) is proposed to be expanded to
clarify that a system is required to maintain its engineering records and
make them available to the executive director upon request. A sentence has
been added to subsection (n) to clarify that the specific records identified
in the next paragraphs must be maintained by the public water system and be
available for review by the executive director. Subsection (n)(3) has been
revised to clarify that the items listed are examples of the well completion
materials and are not an inclusive list. Section 290.46(p)(2) is proposed
to be amended to specify that public water systems must provide a list annually
to the executive director of the operators they employ and their license level.
Section 290.46(q)(1) is proposed to be amended to replace the term "public
drinking water program" with the term "executive director." Section 290.46(s)(1)
is proposed to be amended to explicitly cite §290.42. Section 290.46(u)
is proposed to be amended to replace the term "public drinking water program"
with the term "executive director."
The figure contained in §290.47(f), Appendix F, is proposed to be
amended to correct a typographical error within the table formatting. The
figure contained in §290.47(g), Appendix G, is proposed to be amended
to correspond with §290.46(p)(2) requirements that the public water system
submit the name and license level of all the operators it employs. The figure
contained in §290.47(i), Appendix I, is proposed to be amended to add
dental clinics to the list of facilities that must be isolated.
Subchapter F
The title of Subchapter F is proposed to be changed to delete the word
"supply" in reference to public water systems. The new title is proposed to
be "Drinking Water Standards Governing Drinking Water Quality and Reporting
Requirements for Public Water Systems."
Section 290.102, General Applicability, is proposed to be amended to include
provisions of the SDWA contained in 42 USC, §300g-l(b)(10) that allow
for two-year extensions to new MCLs or TT requirements for systems that must
make capital investments to meet the new requirements. Subsection (b) is proposed
to be amended by reformatting to simplify the requirements for variances and
exemptions. Proposed subsection (c) references the authorizing federal legislation
and sets out the starting date as January 1, 2002, and contains the specific
requirements for approval of an extension. Subsection (c)(1) states the conditions
under which the two-year extension may be granted, and the specific conditions
are subsection (c)(1)(A): that no acute violations be associated with the
MCL or TT requirement that the extension is granted for; subsection (c)(1)(B),
that the extension not result in an unreasonable risk to public health; subsection
(c)(1)(C), that only systems in existence prior to promulgation of a given
MCL or TT may apply for an extension; subsection (c)(1)(D), that the executive
director determine that the capital improvements described by the system are
needed if the system is to comply with the given MCL or TT; subsection (c)(1)(E),
that the executive director finds the system's schedule for bringing the system
into compliance acceptable; and subsection (c)(1)(F), that the EPA has not
already incorporated a two-year extension into the effective date for the
new MCL or TT. Subsection (c)(2) proposes that a request for an extension
be made in writing by the owner of the water system. Subsection (c)(3) contains
the authority for the executive director to address similar types or classes
of extension without requiring a written request from each of the systems
contained in that type or class. Proposed new subsection (d) allows any person
to file a motion to overturn the executive director's decision to grant or
deny a variance, exemption, or extension under this section. Proposed new
subsection (e) allows the executive director to approve the schedule and method
used when collecting chemical and microbiological samples required by this
chapter. Existing subsection (c) is proposed to be relettered as (f).
Section 290.103, Definitions, is proposed to be amended by adding the definition
of the "N,N- diethyl-p-phenylenediamine," or "DPD," method of analysis under §290.103(6)
and to add a definition of the "entry point sampling site." Definitions (7)
- (9) and (11) - (21) are proposed to be renumbered to maintain correct alphabetical
sequence.
Section 290.104, Summary of Maximum Contaminant Levels, Maximum Residual
Disinfectant Levels, Treatment Techniques, and Action Levels, is proposed
to be updated to correct three typographical errors. In subsection (b), the
MCL for nitrate is proposed to be amended from the incorrect value of 10.0
mg/L to the correct value of 10 mg/L because the test accuracy is only required
to 10 milligrams and not to tenths of a milligram. The MCL for nitrite is
proposed to be amended from the incorrect value of 1.0 mg/L to the correct
value of 1 mg/L because test results are only required to be accurate to milligrams
and not tenths of a milligram. The MCL for combined nitrite and nitrate is
proposed to be amended from the incorrect value of 10.0 mg/L to the correct
value of 10 mg/L because test results are only required to be accurate to
milligrams and not to tenths of a milligram.
Section 290.106, Inorganic Contaminants, is proposed to be amended to correct
several typographic errors and to use consistent terminology. The acronym
"IOC" is proposed to replace the words "inorganic contaminants" throughout
the section after the first reference in subsection (a). Proposed changes
to the figure in §290.106(b), change the MCL for nitrate from the incorrect
value of 10.0 mg/L to the correct value of 10 mg/L because test results are
only required to be accurate to milligrams and not to tenths of a milligram.
The MCL for nitrite is proposed to be amended from the incorrect value of
1.0 mg/L to the correct value of 1 mg/L. The MCL for combined nitrite and
nitrate is proposed to be amended from the incorrect value of 10.0 mg/L to
the correct value of 10 mg/L because test results are only required to be
accurate to milligrams and not to tenths of a milligram. The term "entry point"
is proposed to replace the words "point of entry" throughout the section for
consistency with other rules, other sections of this rule, and guidance documents.
Section 290.106(f)(2) is proposed to be amended to correct a typographical
error and to ensure consistency with the federal requirements. Subsection
(f)(2) is proposed to be amended to include the clarification that compliance
may be based on a single sample for nitrite, nitrate, or combined nitrite
and nitrate, but that if a confirmation sample is collected, the results of
both samples shall be averaged. Subparagraphs (A) - (C) of paragraph (2) are
proposed to be deleted to remove the ability of systems to average quarterly
nitrite, nitrate, or combined nitrate and nitrite results, which is inconsistent
with federal requirements and which was included in the previous rule adoption
as a result of a typographical error. Subsection (f)(3) is proposed to be
amended to correct a typographical error and to ensure consistency with the
federal requirements for inorganic contaminants other than nitrate or nitrite.
Paragraph (3)(A) is proposed to be restated to clarify that the use of a single
sample for compliance determination is limited to those cases in which a system
is sampling annually or less frequently and a confirmation sample is not collected,
consistent with the federal requirements. Paragraph (3)(B) is proposed to
clarify the requirement that when a confirmation sample is collected, its
results will be averaged with the results of the initial sample when determining
compliance. Paragraph (3)(D) is proposed to include the federal requirement
that compliance for these contaminants be based on the running annual average
of quarterly samples at each entry point, which was erroneously omitted in
the previous adoption. Paragraph (3)(E) is proposed to contain the federal
requirement that when a single sample will cause an annual average to exceed
a given MCL, the system be immediately out of compliance, which was erroneously
omitted in the previous adoption.
Section 290.107, Organic Contaminants, is proposed to be amended to clarify
rule requirements and to use consistent terminology. The term "entry point"
is proposed to replace the words "point of entry" and the abbreviation "mg/L"
is proposed to correct the grammatical error in the abbreviation "mg/l" throughout
the section for consistency with other rules, other sections of this rule,
and guidance documents. Subsection (b)(3) is proposed to be amended to change
ppm to the equivalent value in mg/L which is the standard used for drinking
water. Subsection (c) is proposed to be amended to replace "pursuant to" with
"under" to simplify rule language. Subsection (d) is proposed to be amended
to replace "TDH Bureau of Laboratories" with "executive director" to reflect
the transfer of responsibility for certifying labs from TDH to TNRCC. Subsection
(e) is proposed to be amended to clarify reporting requirements for organic
contaminants. This subsection clarifies that under the contract between TNRCC
and the lab that performs the analysis, sample results are submitted to TNRCC,
the water system must send in sample results within ten days upon request
of the executive director. Proposed amendments also include the address to
which sample results should be submitted. In subsection (g) the term "public
drinking water program" is proposed to be replaced with the term "executive
director," and the phrase referring to the title of the section is deleted
to comply with formatting requirements. Subsection (h) is proposed to be amended
to change "best available technology" to the acronym "BAT" and to correct
the address of where copies are to be mailed to reflect the new name of the
Water Supply Division.
Section 290.108, Radiological Sampling and Analytical Requirements, is
proposed to be amended to change the title to "Radionuclides Other Than Radon."
Subsection (a) is proposed to be amended to delete the applicability to noncommunity,
nontransient public water systems because the requirements of this section
only apply to community water systems. Subsection (c)(3) is proposed to be
added to make explicit the sampling location requirements for radionuclides
other than radon. Subsection (d) is proposed to be amended for consistency
with the requirements of HB 2912, §18.02, transferring responsibility
for lab certification to the commission from the TDH. Subsection (e) is proposed
to be amended to clarify reporting requirements for radiological contaminants.
This section clarifies that according to the contract between TNRCC and the
lab that performs the analysis, sample results are submitted to TNRCC, the
water system must send in sample results within ten days upon request of the
executive director. Proposed amendments also include the address to which
sample results should be submitted. In subsection (g) the term "public drinking
water program" is proposed to be replaced with the term "executive director."
Section 290.109, Microbial Contaminants, is proposed to be amended to clarify
rule requirements and to use consistent terminology. The term "public drinking
water program" is proposed to be replaced with the term "executive director"
throughout the section. Subsection (e) is proposed to be amended to clarify
reporting requirements for microbial contaminants. This subsection clarifies
that under the contract between TNRCC and the lab that performs the analysis,
sample results are submitted to TNRCC, however the water system must send
in sample results within ten days upon request of the executive director.
Proposed amendments also include the address to which sample results should
be submitted.
Section 290.110, Disinfectant Residuals, is proposed to be amended to clarify
rule requirements, correct typographical errors, and to use consistent terminology.
Subsection (b) is proposed to be amended to correct a typographical error
by replacing the word "concentration" with "level." Subsection (b)(5)(B) is
proposed to be amended to make it clear that all community and nontransient
noncommunity water systems must comply with the applicability requirements
for the maximum residual disinfectant levels (MRDLs) starting January 1, 2004.
Subsection (c)(5) is proposed to be amended and reworded for clarity. Paragraph
(5)(A) is proposed to be reworded to make it clear that public water systems
using only groundwater or purchased water sources and providing water to fewer
than 250 connections, or 750 people, must measure the disinfectant residual
once a week. Paragraph (5)(B) is proposed to be amended and reworded to clarify
that public water systems using only groundwater or purchased water sources
and providing water to 250 connections, or 750 people or more, must measure
the disinfectant residual once a day. Paragraph (5)(C) is proposed to be added
to make it clear that public water systems that use surface water sources
or groundwater under the direct influence of surface water, must measure the
disinfectant residual once daily, regardless of how many customers they serve.
Paragraph (5)(D) is proposed to be amended and reworded to clarify that each
time a public water system takes a bacteriological sample, it must also measure
and record the disinfectant residual. Subsection (e) and paragraph (1) of
subsection (e) are proposed to be amended to replace the term "public drinking
water program" with the term "executive director." In subsection (e)(2), the
term "TNRCC" is replaced with the term "commission." Additionally in paragraph
(2), the Surface Water Monthly Operating Report submittal form number is corrected
from 01020 to 0102C. Subsection (e)(3) is proposed to be amended to state
the reference to the Chlorine Dioxide Monthly Operating Report and specify
that the correct form number be included. Subsection (f)(4) is proposed to
be amended to update the citation to subsection (c)(3)(C) to the cited material's
new location in subsection (c)(2)(B)(iii) of this section. Subsection (f)(9)
is proposed to be amended to meet the federal rule requirement that if a public
water system's failure to monitor makes it impossible to determine compliance
with the MRDL in the distribution system, then the system has committed a
violation for the entire year covered by the annual average. Subsection (g)
is proposed to be amended in several places to replace the term "public drinking
water program" with the term "executive director."
Section 290.111, Turbidity, is proposed to be amended to correct typographical
errors, use consistent language, and clarify rule requirements. Subsection
(b)(1)(A)(ii) is proposed to be amended to correct a typographical error by
replacing the word "or" with the word "of." Subsection (d)(1) is proposed
to be amended to replace the reference to general nephelometric turbidity
methods with the more specific reference to the standard method which sets
out the acceptable analytical methods. Subsection (e)(1) is proposed to be
amended to make the regulation comply with federal rules that require a public
water system to notify the executive director if the turbidity level in the
treated water exceeds 1.0 nephelometric turbidity units (NTU) and to replace
the term "public drinking water program" with the term "executive director."
In subsection (e)(2), the term "TNRCC" is replaced with the term "commission"
and the Surface Water Monthly Operating Report submittal form number is corrected
from 01020 to 0102C. The correct form number for the Filter Profile Report
for Individual Filters (10276) is proposed to be added to subsection (e)(3).
The correct form number for the Filter Assessment Report for Individual Filters
(10277) is proposed to be added to subsection (e)(4). The correct form number
for the Request for Compliance CPE (10278) is proposed to be added to subsection
(e)(5). The term "public drinking water program" is proposed to be replaced
with the term "executive director" in subsection (g)(1) - (3). In subsection
(g)(1) it is proposed that the citation to boil water notices be corrected
from §290.46(s)(4) to §290.46(q)(3).
Section 290.112, Total Organic Carbon (TOC), is proposed to be amended
to clarify rule requirements, correct typographical errors, and to use consistent
terminology. Subsection (b)(3) and subparagraph (B) of subsection (b)(3) are
proposed to be reworded to replace the term "public drinking water program"
with the term "executive director." Subparagraph (B) is also proposed to be
amended to correct a typographical error. In subsection (c)(1), the phrase
"within one hour of" is proposed to be replaced with the phrase "between one
and eight hours after" to be consistent with the intent that the water taken
for use as the finished water sample most clearly represent the source water
quality at the time the source water sample was taken after treatment. Subsection
(e)(2) is proposed to be updated to reference the correct form name and number.
Subsection (e)(3)(F) is proposed to be deleted, because it was erroneously
included in the previous rule. Paragraph (3)(G) is proposed to be renumbered
because of the deletion of paragraph (3)(F). Subsection (g)(1) is proposed
to be amended to replace the term "public drinking water program" with the
term "executive director."
Section 290.113, Disinfection By-products (TTHM and HAA5), is proposed
to be amended to insert the term "executive director" and to clarify rule
requirements. Subsection (a)(2) is proposed to be amended to clarify that
all community and nontransient, noncommunity water systems must comply with
the requirements of this section effective January 1, 2004. In subsection
(d) the term "TDH Bureau of Laboratories" is proposed to be replaced with
the term "executive director" in response to the change of authority over
lab certification contained in HB 2912. Subsection (e) is proposed to be amended
to clarify reporting requirements for trihalomethanes and haloacetic acids
(group of five). Subsection (e) clarifies that under the contract between
TNRCC and the lab that performs the analysis, sample results are submitted
to TNRCC, however the water system must send in sample results within ten
days upon request of the executive director. Proposed amendments also include
the address to which sample results should be submitted. Subsection (f)(7)
is proposed to be amended to meet the federal rule requirement that if a public
water system's failure to monitor makes it impossible to determine compliance
with the MCL in the distribution system, then the system has committed a violation
for the entire year covered by the annual average. In subsection (g) and paragraph
(1) of subsection (g) the term "public drinking water program" is proposed
to be replaced with the term "executive director."
Section 290.114, Disinfection By-products Other than TTHM and HAA5, is
proposed to be amended to change the title to "Other Disinfection By-products
(Chlorite and Bromate)." Changes have been made in this section to insert
the term "executive director" where appropriate and to clarify rule requirements.
In subsection (a)(3)(C), the term "TDH Bureau of Laboratories" is proposed
to be replaced with the term "executive director" in response to the change
of authority over lab certification contained in HB 2912. Subsection (a)(4)
is proposed to be reworded to clarify reporting requirements for chlorite.
Paragraph (4)(A) is corrected to include the correct form number, specify
that the form must be submitted by the tenth day of the month following the
end of the reporting period, and delete the address for submission of data,
which has been moved to paragraph (4)(C). Paragraph (4)(B) is proposed to
be amended to provide the specific citation for analyses covered by the reporting
requirements. Paragraph (4)(C) is proposed to be added to include the address
for submission of data, previously contained in paragraph (4)(A). In subsection
(a)(6) and subparagraph (A) of subsection (a)(6), the term "public drinking
water program" is proposed to be replaced with the term "executive director."
Subsection (b)(4) is proposed to be added to clarify that under the contract
between TNRCC and the lab that performs the analysis, sample results are submitted
to TNRCC, however the water system must send in sample results within ten
days upon request of the executive director. Proposed amendments also include
the address to which sample results should be submitted. The existing paragraphs
(4) and (5) are proposed to be renumbered to paragraphs (5) and (6) respectively,
to maintain correct numbering after the addition of new paragraph (4). Additionally,
in proposed paragraph (6), the term "public drinking water program" is proposed
to be replaced with the term "executive director."
Section 290.115, Transition Rule for Disinfection By-products, is proposed
to be amended to change the title by adding "(TTHM)" to the title, so the
proposed new title is "Transition Rule for Disinfection By-products (TTHM)."
Throughout this section, proposed amendments insert the term "executive director"
and clarify rule requirements. In subsection (c)(2) - (6), the term "public
drinking water program" is proposed to be replaced with the term "executive
director." Also, paragraph (4) is proposed to be amended to delete the requirement
to send reports of analyses within 30 days of receipt of the results because
this requirement is no longer necessary. In paragraph (7), the term "TDH Bureau
of Laboratories" is proposed to be replaced with the term "executive director"
in response to the change of authority over lab certification resulting from
HB 2912. Paragraph (8) is proposed to be added to clarify that under the contract
between TNRCC and the lab that performs the analysis, sample results are submitted
to TNRCC, however the water system must send in sample results within ten
days upon request of the executive director. Proposed amendments also include
the address to which sample results should be submitted.
Section 290.117, Regulation of Lead and Copper, is proposed to be amended
for consistency, to correct grammatical errors, and to incorporate provisions
of the federal Lead/Copper Minor Revisions Rule, (65 FR 1949-2015, January
12, 2000). In subsection (a)(2)(B), the word "satisfactorily" is proposed
to be removed in order to simplify enforcement procedures. Subsection (a)(3)
is proposed to be amended to clarify the calculation of a ninetieth percentile
when only five compliance samples are collected during a sampling period and
to replace the incorrect abbreviation "mg/l" with grammatically correct "mg/L."
In §290.117(b) the word "sample" is proposed to be added to clarify
the applicability of site selection and the word "materials" is amended to
make a grammatical correction. Paragraph (1) is proposed to be amended to
replace the term "entry point" for the term "point-of-entry" for consistency.
An additional sentence is proposed to accurately reflect that public water
systems must submit a sample site plan for agency approval prior to commencing
to sample for lead and copper. Paragraph (2) is proposed to be amended to
make a grammatical correction to the word "materials," and the word "sample"
has been replaced with the word "sampling" to correct a grammatical inconsistency.
The term "executive director" replaces the term "public drinking water program."
A reference to deleted Table 2 is eliminated. The reference to procedures
required by 40 CFR §141.86 is clarified, and the word "sample" is replaced
with the word "sampling" to correct a grammatical inconsistency in two places.
The word "information" replaces the word "correspondence" and the term "sampling
site selection document" replaces "materials survey document" to maintain
a consistent title for the same document. Paragraph (3) is proposed to be
added to clarify the requirement that a system must collect a specified number
of samples even if none of the sites meet the preferred specifications of
40 CFR §141.86. Paragraph (3) is proposed to be expanded to clarify the
term "representative site."
Section §290.117(c)(1) is proposed to be amended to add the term "one
quart" to clarify the sampling requirement volume stated as "one liter." A
sentence about kitchen tap is proposed to be added to provide directive to
systems as to which part of the house is preferred for sampling compliance
for consistency with 40 CFR §141.86. The word "sample" is added for clarification
in the last sentence. A clause forbidding a water system to challenge the
accuracy of sampling results based on errors in sample collection has been
removed in paragraph (2) for consistency with 40 CFR §141.86. The word
"sampling" has been added in two places in paragraph (3) to clarify the sampling
site. Paragraph (5) is proposed to be amended to correct a grammatical error
and the redundant term "systems" has been made singular. The requirement of
two sets of initial samples instead of one set is proposed for consistency
with the requirements of 40 CFR §141.86. The word "initial" is added
to clarify what samples the section is referring to. The phrase "each of"
is deleted for grammatical simplification and language is added to allow for
grants of sampling waivers. Paragraph (8) is proposed to be amended to delete
the obsolete date references for initial monitoring during the first eight
years of the rule implementation along with the corresponding obsolete Table
2. This language is proposed to be replaced with a procedural statement for
bringing new systems into the sampling schedule.
Section 290.117(d) is proposed to be amended to correct a reference to §290.117(a)(3).
Section 290.117(e)(4) is proposed to be amended to add required federal language
from 40 CFR §141.86(d)(4)(v), allowing for accelerated reduced monitoring.
This allows a system to advance to triennial monitoring one year faster if
the ninetieth percentile levels for lead and copper meet federal guidelines.
The language regarding public education requirements and the requirement to
complete a full round of sampling during a reduced round if an exceedance
is calculated at the reduced sampling level is proposed to be deleted because
it is redundant. Subsection (e)(5) is also proposed to be amended to replace
outdated language with the federal language from 40 CFR §141.86(d)(4)(v)
for an accelerated reduced monitoring. A new subsection (f) is proposed to
incorporate new federal language from 40 CFR §141.86(q) regarding invalidation
of certain lead and copper tap samples. The existing subsection (f) is proposed
to be relettered as subsection (h).
Proposed new §290.117(g) directly incorporates language from 40 CFR §141.86(g)
allowing for waivers to systems meeting lead-free and copper-free plumbing
criteria that have completed one round of lead and copper tap sampling without
exceeding 0.005 mg/L lead or 0.650 mg/L copper at the ninetieth percentile.
Lead and copper sampling for such systems will only be required every nine
years. The requirements previously contained in §290.117(g) are proposed
to be renumbered to §290.117(i).
Section 290.117(h) is proposed to be amended to contain requirements previously
contained in subsection (f). Subsection (h)(1)(B) is proposed to be amended
to clarify compliance sampling time constraints for samples to be processed.
Additionally, the term "monitoring and reporting" is added for grammatical
clarification. Subparagraphs (D) and (F) of paragraph (1) are proposed to
be amended to correct all references to Table 2 because the tables have been
renumbered. Paragraph (1)(F) is proposed to be amended to replace the term
"biweekly" with the term "every two weeks." The size ranges for rule applicability
in subparagraphs (H) - (J) of paragraph (1) are proposed to be amended to
provide clarity. Paragraph (1)(J) is proposed to be amended to add stipulations
regarding a large system's lead and copper values and water quality parameter
data before a large system may advance to triennial reporting for water quality
parameter reports. Paragraph (1)(M) is added to reflect federal rule guidelines
in 40 CFR §141.86 for entry points for water quality parameter reporting.
Paragraph (1)(N) is proposed to incorporate federal rule requirements of 40
CFR §141.87(e)(4) for large water systems which stipulate that excursions
from approved water quality parameters crucial to corrosion control will require
that the system return to quarterly monitoring of water quality parameters
for at least one year. Paragraph (1)(O) incorporates federal requirements
of 40 CFR §141.87(d), which outlines the procedure for granting a reporting
waiver for water quality parameters in small and medium water systems. Paragraph
(1)(P) is proposed to be amended to incorporate the requirement that water
quality parameter ranges must be set by the public water system or EPA, with
state approval. Paragraph (1)(Q) is proposed to incorporate the federal rule
requirements in 40 CFR §141.86 that water systems operate their corrosion
control treatment within approved water quality parameters ranges at all times.
Proposed amendments to §290.117(h)(2)(A) would eliminate redundant
requirements for source water testing under the federal lead/copper rule by
using the lead and copper values obtained through the normally scheduled inorganic
SDWA compliance sampling. Paragraph (2) also incorporates the federal definition
of a large water system with optimized corrosion control from 40 CFR §141.81(b)(3).
The proposed language in paragraph (2)(E) supports the elimination of redundant
source water sampling requirements for lead and copper. Paragraph (2)(F) is
proposed to incorporate federal language from 40 CFR §141.81(b)(3)(iii)
requiring a water system to notify the state prior to making any changes to
the corrosion control treatment.
Section 290.117(i) is proposed to be amended to contain the requirements
previously contained in §290.117(g). The material formerly contained
in §290.117(i) is proposed to be moved to §290.117(k) and to be
changed to incorporate new federal provisions. In the title, the term "requirements"
is proposed to replace the term "procedures" for accuracy. The phrase "at
the ninetieth percentile tap sample" replaces "based on first draw tap water
sampling" for consistency with federal requirements. The word "as" is removed
for grammatical clarification. The phrase "and according to" replaces "in
accordance with" to correct the grammar. The word "stated" is removed for
grammatical clarification. The last sentence clarifies the requirements and
reference to §290.117(i) and incorporates the reporting requirements
of 40 CFR §141.85(c)(8). Section 290.117(i)(2) is proposed to be amended
to clarify the size of the water system described in the requirements of paragraph
(2). Paragraph (2)(A) is proposed to be amended to add the word "water" for
clarification and to add language allowing delivery by separate mailing. In
subparagraphs (A) - (D) of paragraph (2), the first word in each sentence
is no longer capitalized for grammatical accuracy. The existing language in
subparagraph (E) is moved to new subparagraph (H) and incorporates federal
language from 40 CFR §141.86(c)(8) allowing certain systems to eliminate
the requirements of §290.117(i)(2)(D). Paragraph (2)(F) is proposed to
be amended to incorporate federal language of 40 CFR §141.86(c)(8) that
allows certain systems to forego the requirements of §290.117(i)(2)(B)
- (D). Paragraph (2)(G) is proposed to be amended to incorporate federal language
from 40 CFR §141.86(c)(8) allowing systems without lead service lines
to eliminate language in the federal Public Education Materials pertaining
to lead service lines. Subparagraph (G) is also proposed to be amended to
uniformly incorporate the requirements of the federal language found in 40
CFR §141.85(a) and requires that Public Education documents be written
in language that can be "easily understood." Paragraph (2)(H) contains the
statement moved from §290.117(i)(2)(E). In §290.117(i)(3), a citation
reference is replaced with the new CFR citation. In compliance with the federal
language of 40 CFR §141.85(c)(4), a sentence is added to paragraph (3)(B)
to allow for Internet postings where applicable. Paragraph (3)(C) is proposed
to contain federal language from 40 CFR §141.85(a)(2) allowing nontransient,
noncommunity systems to alter public education language as applicable. Some
of the contents of subparagraph (C) are proposed to be moved to a new subparagraph
(D) for continuity.
Section 290.117(j) is proposed to be amended to contain the existing requirements
contained in subsection (h) relating to corrosion control. The existing material
contained in §290.117(j) is proposed to be moved to subsection (l). Subsection
(j)(1) is proposed to incorporate new federal language of 40 CFR §141.82(g)
outlining water quality parameter monitoring compliance periods. Subparagraphs
(A) - (C) of paragraph (1) are proposed to be amended to incorporate the designated
methods for calculating daily water quality parameters values from 40 CFR §141.82(g).
Subsection (j)(2) is proposed to be amended to provide guidelines for large
water systems that exceed the lead or copper action level during a reduced
monitoring period since all the deadlines covered in the first part of paragraph
(2) have elapsed. Subsection (j)(3) includes new federal language from 40
CFR §141.81(b)(3)(v) for medium and small systems if they exceed the
lead or copper action level during a reduced monitoring period. The term "executive
director" replaces the term "Public Drinking Water program" and "state" in
subsection (j)(4).
Section 290.117(k) is proposed to be amended to contain the existing requirements
contained in §290.117(i) relating to lead service line replacement. The
existing subsection (k) is proposed to be relettered as subsection (m). Subsection
(k)(1) is proposed to be amended to replace the term "in first-draw" with
the term "during follow up," and incorporate new federal language from 40
CFR §141.84(b) regarding when lead service line replacement must begin.
Subsection (k)(2), is proposed to be deleted. Paragraph (3) is renumbered
as paragraph (2) and incorporates new federal requirements of 40 CFR §141.84(d)(1),
relating to notification for residents served by lead service lines scheduled
for replacement.
Section 290.117(l) is proposed to be added to contain the requirements
previously contained in §290.117(j), relating to analytical and sample
preservation methods. The term "or the commission" is proposed to be added
to the list of agencies who may certify labs for consistency with HB 2912
which transfers lab certification from TDH to the commission. Subsection (l)(2)
is proposed to be amended to add the requirements for the laboratory's maximum
detection limits, as contained in 40 CFR §141.89(a)(1)(iii). Subsection
(l)(5) is proposed to be amended to maintain general consistency with federal
requirements by deleting language requiring the commission to supply laboratory
submission forms. Subsection (l)(6) is proposed to be deleted to remove the
requirement for the commission to supply the water system with lead and copper
sampling bottles.
Section 290.117(m) is proposed to be added to contain the requirements
previously contained in §290.117(k), relating to reporting and recordkeeping
requirements. Section 290.117(m)(1)(A) is proposed to be amended to add a
deadline for submitting water quality parameters reports to the executive
director for consistency with 40 CFR §141.90(a)(1). Paragraph (l)(B)
is proposed to be amended to replace the term "TDH" with the word "approved"
in compliance with HB 2912. New language is proposed to provide for cases
of delinquent water system accounts at the laboratory. New language is also
proposed to provide for the time lag between sample submission to the laboratory
and when the data is released to the agency. The last sentence of paragraph
(1)(B) is moved to paragraph (1)(G). In paragraph (1)(E), the reference to
subsection (i) has been changed to (k). In paragraph (1)(F), the reference
to subsection (g) has been changed to (i). In paragraph (1)(G), new federal
language from 40 CFR §141.90(a)(1)(ii) related to sample sites used in
subsequent sampling rounds is proposed to be added. A sentence from paragraph
(l)(B) is transferred here. New federal language from 40 CFR §141.90(a)(1)(ii)
regarding site invalidation is proposed to be added to paragraph (l)(G) and
the last sentence is proposed to be deleted.
Section 290.118, Secondary Constituent Levels, is proposed to be amended
for consistency and clarification. Subsection (c) is proposed to be reworded
to clarify that all public water systems must measure secondary constituents
and to replace the term "point of entry" with the term "entry point," throughout.
Section 290.119, Analytical Procedures, is proposed to be amended in subsection
(a), to replace the term "TDH Bureau of Laboratories" with the term "executive
director" in response to the change of authority over lab certification resulting
from HB 2912. Subsection (b)(8) is proposed to be amended to add the method
for total organic carbon analysis to the list of methods.
Section 290.121, Monitoring Plans, is proposed to be amended in subsection
(c)(1) and (2) to replace the term "public drinking water program" with the
term "executive director." Subsection (c)(3) is proposed to be amended to
clarify that every public water system must have developed a monitoring plan
by January 1, 2004, but that they only need to submit it to the commission
when requested to do so. In subsection (c)(4), the term "public drinking water
program" is proposed to be replaced with the term "executive director" and
the word "the" is omitted.
Section 290.122, Public Notification, is proposed to be amended to incorporate
the requirements of the federal Public Notice Rule (40 CFR Parts 9, 141, and
142), to be reorganized for clarity, and to correct various typographical
errors. The section is proposed to be reorganized to provide a new subsection
(d) that will contain general notification requirements that apply to all
levels of notification. Subsection (a) is proposed to add a citation to new
subsection (d) containing general requirements, and to delete language that
is now contained in subsection (d). The citation to the nitrate and nitrite
MCLs in subsection (a)(1)(C) is proposed to be corrected. Subsection (a)(l)(E)
is proposed to be added to include requiring public notice in the event of
a waterborne disease outbreak in accordance with federal requirements. The
material previously contained in subparagraph (E) is proposed to be relettered
as subparagraph (F). The material currently contained in subsection (a)(2)
is proposed to be moved to subsection (d). The material currently contained
in paragraph (3) is proposed to be renumbered to paragraph (2). New subsection
(a)(2) is proposed to be amended to include the word "initial" to differentiate
between ongoing and initial notification requirements and reorganized into
subparagraphs. These subparagraphs include the federal requirement that acute
notice be given within 24 hours. New paragraph (2)(A) is proposed to be added
to include the requirement for boil water notices and to add the citation
to §290.46(s) relating to special precautions. The material previously
contained in subparagraphs (A), (B), and (C) is proposed to be relettered
as subparagraphs (B), (C), and (D), respectively. Paragraphs (4) and (5) of
subsection (a) are proposed to be renumbered as paragraphs (3) and (4), respectively.
Subsection (a)(5) is proposed to be added to require submission of copies
of notification documents to the executive director within ten days of distribution.
Section 290.122(b) is proposed to be rewritten to clarify the conditions
for which non-acute notification is required to include MRDLs and variance
and exemption violations. The material related to general requirements for
notice are proposed to be moved to subsection (d) and a reference to subsection
(d) is proposed to be added. Subsection (b)(1) is proposed to be amended to
initiate the list of violations that require non-acute notifications; the
material previously contained in paragraph (l) is proposed to be moved to
subsection (d). Subsection (b)(l)(A) is proposed to be amended to include
the requirement for notification in the event of a violation of an MCL, MRDL,
or TT with non-acute potential health effects, and the material previously
contained in subparagraph (A) is proposed to be moved to subsection (d). Subsection
(b)(1)(B) is proposed to be amended to include the requirement for notification
if a system fails to comply with the requirements of a variance, exemption
or extension, and the material currently contained in subparagraph (B) is
proposed to be moved to subsection (d). Subsection (b)(1)(C) is proposed to
set out the requirement for notification for other circumstances deemed to
have a non-acute health effect, and the material currently in subparagraph
(C) is proposed to be moved to subsection (d). Subsection (b)(2) is proposed
to be reworded to clarify that non-acute notice is required for all conditions
listed in the subsection, and proposed to be amended to conform with the federal
requirement that non-acute notice be given within 30 days of the occurrence.
Section 290.122(c) is proposed to be amended to include a citation to subsection
(d), containing general requirements for notices. Subsections (c)(1) is proposed
to initiate the list of circumstances under which systems must give other
notice and the material currently contained in paragraph (l) is proposed to
be moved to subsection (d). Subsection (c)(1)(A) is proposed to be amended
to include the need for notice in case of an exceedance of the secondary constituent
level for chloride and the material currently contained in subparagraph (A)
is proposed to be moved to subsection (d). Subsection (c)(1)(B) is proposed
to be amended to include the need for notice in case of failure to perform
required monitoring or reporting and the material currently contained in subparagraph
(B) is proposed to be moved to subsection (d). Subsection (c)(1)(C) is proposed
to be amended to include the need for notice in case of noncompliance with
analytical or procedural requirements and the material currently contained
in subparagraph (C) is proposed to be moved to subsection (d). Subsection
(c)(1)(D) is proposed to be added to set out the requirement for notification
for systems operating under a variance or exemption. Subsection (c)(3)(A)
is proposed to be amended to allow repeat notification to be given using the
Consumer Confidence Report and to require repeat notice to be issued every
12 months, in accordance with federal requirements.
Section 290.122(d) is proposed to be added to contain the general requirements
for all notices. Subsection (d)(1) is proposed to contain the requirement
that the notice be given in clear and readily understandable language, that
it not be in small type, and that it not be designed in a manner that will
frustrate the intent of the notice. Subsection (d)(2) is proposed to contain
the requirement that the notice state the time an event occurred, if notice
is given for a specific event. Subsection (d)(3) is proposed to contain the
requirement that notices describe potential adverse health effects. Subsection
(d)(3)(A) is proposed to require and cite the mandatory notification language
contained in 40 CFR §141.32. Subsection (d)(3)(B) is proposed to require
that the notice describe the population at risk. Subsection (d)(4) is proposed
to contain the requirement that the notice include a description of the system's
actions to correct any violations. Subsection (d)(5) is proposed to contain
the requirement that the notice describe what actions citizens should take,
such as obtaining other potable water or seeking medical help. Subsection
(d)(6) is proposed to contain the requirement that the notice contain a phone
number for additional information. Subsection (d)(7) is proposed to contain
the requirement that, where appropriate, the notice be multilingual. Subsection
(e) is proposed to be relettered to contain the material currently contained
in subsection (d). Subsection (f) is proposed to be relettered to contain
the material currently contained in subsection (e) and to be reworded to clarify
that a copy of any notification must be sent to the executive director within
ten days of the notification.
FISCAL NOTE: COSTS TO STATE AND LOCAL GOVERNMENT
John Davis, Technical Specialist with Strategic Planning and Appropriations,
has determined that for the first five-year period the proposed amendments
are in effect, there will be fiscal implications, which are not anticipated
to be significant, for units of state and local government as a result of
administration or enforcement of the proposed amendments.
The proposed amendments are intended to make technical and grammatical
corrections to existing public drinking water rules, and incorporate revisions
from EPA's updated Public Notification and Lead/Copper Minor Revisions rules.
Additionally, language from the SDWA has been added allowing two-year compliance
date extensions for affected entities when capital improvements are necessary
to comply with federal public drinking water rules. These actions are being
taken because the agency is required by EPA to adopt these public drinking
water rule updates and changes in order to retain regulatory authority for
public drinking water issues in Texas.
All existing and any new public water systems in Texas would be affected
by the provisions in this rulemaking. There are approximately 6,700 public
water systems in Texas, with approximately 60 new public water systems created
per year. Public water systems can be broken down into one of three categories:
community water systems, noncommunity nontransient water systems, and noncommunity
transient water systems. A public water system is defined as a system for
the provision to the public of water for human consumption through pipes or
other constructed conveyances, if the system has at least 15 service connections
or regularly serves at least 25 individuals daily at least 60 days a year.
A community water system is defined as having at least 15 service connections
used by year- round residents or if it regularly serves at least 25 year-round
residents. A system such as a municipality is a community system. A nontransient
noncommunity water system is defined as public water system that is not a
community water system and regularly serves at least 25 of the same persons
at least six months out of the year. Systems such as large employers, schools,
or summer camps are nontransient noncommunity systems. Facilities such as
highway rest stops, gas stations, and recreational facilities, where fewer
than 25 of the same persons are served over six months of the year are transient,
noncommunity systems.
Out of the 6,700 public drinking water systems affected by the proposed
amendments, approximately 3,045 are operated by units of state or local governments,
including cities, water districts which are also local governments, and state
agencies, such as Parks and Wildlife and the Department of Criminal Justice.
Some of the public water systems are operated by quasi-governmental entities
such as water supply corporations, river authorities, and some water districts
(which are included in the 3,045 total).
The proposed rulemaking would allow all existing or any new public water
systems in Texas that are required to perform capital improvements to facilities
to comply with public drinking water rules to request a two-year extension
to complete the capital improvements. Exceptions would be granted if no unacceptable
public health impact would result from the extension. Extensions may be granted
for any situations that require capital improvement and that do not impact
public health on a case-by-case basis. This provision adopts a federal extension
allowance previously not incorporated in the Texas rules. This provision is
intended to provide more time for affected facilities to comply with current
or future public drinking water requirements. The commission anticipates no
adverse fiscal impacts to affected facilities due to the time extension provision
proposed in this rulemaking. The commission anticipates this provision would
benefit affected facilities by potentially delaying capital expenditures required
to comply with public drinking water rules. This rulemaking does not propose
measures that would require additional capital expenditures beyond what is
already required to comply with existing public drinking water regulations.
The EPA's updated federal Public Notification rule revises the minimum
requirements that public water systems must meet regarding the form, manner,
frequency, and content of public notification. Currently, public water systems
in Texas are required to give notice to persons served for all violations
of the National Primary Drinking Water Regulations, including violations of
MCL, MRDL, TT, monitoring, testing procedure requirements, and waterborne
emergencies. The updated federal rules proposed to be incorporated into agency
rules change the current violation notification requirements. The following
table lists the current and proposed notification provisions.
Figure: 30 TAC Chapter 290--Preamble
The revised regulations require quicker public notification in case of
public drinking water emergencies. Water suppliers would have up to 24 hours
to notify their customers and the commission after a violation with the potential
to impact human health occurs. For less dangerous violations, the water supplier
would have from 30 days to one year to notify its customers, depending on
the severity of the violation. The proposed amendments are also intended to
provide water suppliers increased notice flexibility during emergency situations
by not mandating any one type of media to be used to notify the public.
This rulemaking would also expand the number of violations that would require
24-hour notice. Examples of these violations include: fecal coliform MCL violation
or failure to test for fecal contamination after total coliform test is positive;
nitrate/nitrite/combined nitrate and nitrite MCL violation or failure to take
confirmation sample; chlorine dioxide MRDL violation in distribution system
or failure to take repeat samples in distribution system; and exceedance of
maximum allowable turbidity levels resulting in an MCL or TT violation. Although
the criteria for 24-hour response have been expanded, the commission anticipates
that the number of emergency situations requiring 24-hour notice will not
change significantly and will remain near 150 per year.
The EPA provided cost estimates to comply with the updated public notice
rules in the report titled, "
National Primary Drinking
Water Regulations: Public Notification Rule; Final Rule
," May 4, 2000.
In this report, the EPA estimated the following public notice costs for facilities
with at least one drinking water violation, based on current public notice
rules: for public water systems serving 25 - 500 persons, approximately $170
per year; for public water systems serving 501 - 3,300 persons, approximately
$400 per year; for public water systems serving 3,301 - 10,000 persons, approximately
$1,200 per year; for public water systems serving 10,001 - 100,000 persons,
approximately $3,300 per year; and for public water systems serving over 100,000
persons, approximately $40,000 per year. The average cost for all public water
systems to comply with current rules was estimated to be approximately $330
per year. The EPA then factored in the costs for the provisions proposed in
this rulemaking and determined implementation of the proposed public notice
provisions would result in an approximate 40% cost savings for affected facilities
due to the extended time periods and notice delivery methods allowed for notifying
the public regarding nonemergency public drinking water violations.
The updated federal Lead/Copper rule is intended to clarify existing rules
and make minor regulatory changes, and would only affect community and noncommunity
nontransient public water systems in Texas. There are approximately 2,600
community and 165 noncommunity nontransient water systems in Texas operated
by units of state and local government. The changes do not affect the current
Lead/Copper action levels, or the MCL goals established in 1991. Water quality
parameter range exceedances will also now be considered violations under the
new federal requirements. This provision will affect approximately 188 current
public water systems annually, some of which will probably be units of state
and local government; however, the commission does not anticipate any significant
fiscal impacts because these water systems would only have to revise their
standards to meet federal standards without having to add staff or capital
expenditures to comply with the provisions.
PUBLIC BENEFITS AND COSTS
Mr. Davis has also determined that for each year of the first five years
the proposed amendments are in effect, the public benefit anticipated from
enforcement of and compliance with the proposed amendments will be enhanced
notification requirements in the case of waterborne emergencies.
The proposed amendments are intended to make technical and grammatical
corrections to existing commission public drinking water rules, and incorporate
revisions from EPA's updated Public Notification and Lead/Copper Minor Revisions
Rules. Additionally, language from the SDWA allowing two-year compliance date
extensions for affected entities when capital improvements are necessary to
comply with federal public drinking water rules would be incorporated into
existing agency rules. The commission does not anticipate that there will
be significant fiscal impacts to individuals and businesses to incorporate
these minor procedural, technical, and grammatical changes to the agency's
public drinking water rules.
All existing and any new public water systems in Texas would be affected
by the provisions in this rulemaking. There are approximately 3,500 nongovernment
investor-owned utilities, commercial entities, and industrial facilities that
operate public water systems in Texas that would be affected by the proposed
amendments. Of this total, approximately 1,910 are community water systems
and 602 are noncommunity nontransient water systems that would be affected
by the revised Lead/Copper rules.
The proposed rulemaking would allow all existing or any new public water
systems in Texas that are required to perform capital improvements to facilities
to comply with public drinking water rules to request a two-year extension
to complete the capital improvements. The commission anticipates this provision
would benefit affected facilities by potentially delaying capital expenditures
required to comply public drinking water rules. Exceptions would be granted
if no unacceptable public health impact would result from the extension. Additionally,
this rulemaking proposes to incorporate EPA's updated federal Public Notification
rules, which revised the minimum requirements that public water systems must
meet regarding the form, manner, frequency, and content of public notification
regarding public water system violations.
The EPA provided cost estimates to comply with the updated Public Notification
rules in the report titled, "
National Primary Drinking
Water Regulations: Public Notification Rule; Final Rule
," May 4, 2000.
In this report, the EPA estimated that current Public Notification rules costs
affected entities an average of $330 per year to comply (the actual costs
ranged from as little as $170 to $40,000 per year depending on the number
of persons served by the water system). The EPA concluded that implementation
of the updated Public Notification rules would result in an approximate 40%
cost savings for public notification due to the extended time periods and
notice delivery methods allowed for notifying the public regarding nonemergency
public drinking water violations.
This rulemaking also intends to incorporate updated EPA Lead/Copper rule,
which is intended to clarify existing rules and make minor regulatory changes.
The changes do not affect the current Lead/Copper action levels, or the MCL
goals established in 1991. The rule updates do not affect the Lead/Copper
rule's basic requirements to optimize corrosion control and, if appropriate,
treat source water, deliver public education, and replace lead service lines.
Affected entities in Texas are already required to keep water quality parameter
records required by the updated EPA Lead/Copper rule revision, so the commission
anticipates no additional costs to comply with revised recordkeeping requirements.
SMALL BUSINESS AND MICRO-BUSINESS ASSESSMENT
There will be fiscal implications that have no adverse effect on small
and micro-businesses as a result of implementation and enforcement of the
proposed amendments. This rulemaking is intended to make technical and grammatical
corrections to existing commission public drinking water rules; incorporate
revisions from to EPA's updated Public Notification and Lead/Copper Minor
Revisions rules; and incorporate language into commission rules from the SDWA
allowing two-year compliance date extensions for affected entities when capital
improvements are necessary to comply with federal public drinking water rules.
All existing and any new public water systems in Texas would be affected
by the provisions in this rulemaking. There are approximately 3,500 nongovernment
investor-owned utilities, commercial entities, and industrial facilities that
operate public water systems in Texas, some of which are probably small or
micro-businesses, that would be affected by the proposed amendments. Of this
total, approximately 1,910 are community water systems and 602 are noncommunity
nontransient water systems that would be affected by the revised Lead/Copper
rules.
The proposed rulemaking would allow all existing or any new public water
systems in Texas that are required to perform capital improvements to facilities
to comply with public drinking water rules to request a two-year extension
to complete the capital improvements. The commission anticipates this provision
would benefit affected facilities by potentially delaying capital expenditures
required to comply public drinking water rules. Exceptions would be granted
if no unacceptable public health impact would result from the extension.
The EPA provided cost estimates to comply with the updated Public Notification
rules in the report titled, "
National Primary Drinking
Water Regulations: Public Notification Rule; Final Rule
," May 4, 2000.
In this report, the EPA estimated that current Public Notification rules costs
affected entities an average of $330 per year to comply (the actual costs
ranged from as little as $170 to $400 per year depending on the number of
persons served by water systems that probably qualify as small businesses).
The EPA concluded that implementation of the updated Public Notification rules
would result in an approximate 40% cost savings for public notification due
to the extended time periods and notice delivery methods allowed for notifying
the public regarding nonemergency public drinking water violations.
This rulemaking also intends to incorporate the updated EPA Lead/Copper
rule, which is intended to clarify existing rules and make minor regulatory
changes. The changes do not affect the current Lead/Copper action levels,
or the MCL goals established in 1991. The rule updates do not affect the Lead/Copper
rule's basic requirements to optimize corrosion control and, if appropriate,
treat source water, deliver public education, and replace lead service lines.
Affected entities in Texas are already required to keep water quality parameter
records required by the updated EPA Lead/Copper rule revision, so the commission
anticipates no additional costs to comply with revised recordkeeping requirements.
LOCAL EMPLOYMENT IMPACT STATEMENT
The commission has reviewed this proposed rulemaking and determined that
a local employment impact statement is not required because the proposed rules
do not adversely affect a local economy in a material way for the first five
years that the proposed rules are in effect.
DRAFT REGULATORY IMPACT ANALYSIS DETERMINATION
The commission reviewed the proposed 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 definition of a "major environmental rule" as defined in the act.
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 intent of the
rules is primarily to make technical and grammatical corrections to Chapter
290, Subchapters D and F; therefore, these rule amendments do not meet the
definition of a "major environmental rule." In addition to these corrections,
the commission proposes amendments to incorporate the federal Public Notification
Rule (65 FR 25981, May 4, 2000), incorporate the federal Lead/Copper Minor
Revisions Rule (65 FR 1949, January 12, 2000), and propose language from SDWA,
42 USC, §300g- 1(b)(10), allowing two-year extensions to the effective
dates for new regulations for MCLs and TT requirements when capital improvements
are necessary to comply with the rule revisions. Furthermore, the rulemaking
does not meet any of the four applicability requirements listed in §2001.0225(a).
Specifically, the proposed amendments do not exceed a federal standard, exceed
an express requirement of state law, nor exceed a requirement of a delegation
agreement. The proposed amendments were not developed solely under the general
powers of the agency, but were specifically developed under Texas Health and
Safety Code (THSC), §341.031(a), which allows the commission to adopt
and enforce rules to implement the SDWA. The purpose of the proposed amendments
is to make state rules conform to federal IESWTR and the Stage 1 DBPR as required
by federal law, and the regulations under 40 CFR Parts 9, 141, and 142. In
addition to these corrections, the commission proposes amendments to incorporate
the federal Public Notification Rule (65 FR 25981, May 4, 2000), incorporate
the federal Lead/Copper Minor Revisions Rule (65 FR 1949, January 12, 2000),
and propose language from SDWA, 42 USC, §300g-1(b)(10), allowing two-
year extensions to the effective dates for new regulations for MCLs and TT
requirements when capital improvements are necessary to comply with the rule
revisions. These amendments also implement HB 217 and HB 2912, §18.02,
77th Legislature, 2001. The commission invites public comment on the draft
regulatory impact analysis determination.
TAKINGS IMPACT ASSESSMENT
The commission evaluated these proposed amendments and performed a preliminary
assessment of whether they constitute a takings under Texas Government Code,
Chapter 2007. The following is a summary of that evaluation and preliminary
assessment. The purpose of this rulemaking is to make state rules conform
to federal IESWTR and the Stage 1 DBPR as required by federal law (SDWA) and
the regulations under 40 CFR Parts 9, 141, and 142 by correcting technical
and grammatical errors. In addition to these corrections, the commission proposes
amendments to incorporate the federal Public Notification Rule (65 Federal
Register (FR) 25981-26049, May 4, 2000), incorporate the federal Lead/Copper
Minor Revisions Rule (65 FR 1949-2015, January 12, 2000), and propose language
from SDWA, 42 USC, §300g-1(b)(10), allowing two-year extensions to the
effective dates for new regulations for MCLs and TT requirements when capital
improvements are necessary to comply with the rule revisions. These amendments
also implement HB 217 and HB 2912, §18.02, 77th Legislature, 2001. Promulgation
and enforcement of these amendments will constitute neither a statutory nor
a constitutional taking of private real property. There are no burdens imposed
on private real property under this rulemaking because the proposed amendments
neither relate to, nor have any impact on the use or enjoyment of private
real property, and there is no reduction in value of the property as a result
of this rulemaking.
CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM (CMP)
The executive director reviewed the proposed rulemaking and found that
the rules are neither identified in Coastal Coordination Act Implementation
Rules, 31 TAC §505.11, relating to Actions and Rules Subject to the Texas
Coastal Management Program, nor will they affect any action or authorization
identified in 31 TAC §505.11. Therefore, the proposed rules are not subject
to the CMP.
ANNOUNCEMENT OF HEARING
A public hearing on this proposal will be held February 19, 2002, at 10:00
a.m. in Room 2210, Building F, located at 12100 Park 35 Circle, Austin. The
hearing will be structured for the receipt of oral or written comments by
interested persons. Individuals may present oral statements when called upon
in order of registration. There will be no open discussion during the hearing;
however, a commission staff member will be available to discuss the proposal
30 minutes before the hearing and will answer questions before and after the
hearing.
SUBMITTAL OF COMMENTS
Comments may be submitted to Patricia Durón, Office of Environmental
Policy, Analysis, and Assessment, MC 205, P.O. Box 13087, Austin, Texas 78711-3087,
or faxed to (512) 239-4808. All comments should reference Rule Log Number
2001-008-290-WT. Comments must be received by 5:00 pm, March 4, 2002. For
further information, contact Melissa Estes, Policy and Regulations Division,
at (512) 239-3937.
Subchapter D. RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS
30 TAC §§290.38, 290.39, 290.41, 290.42, 290.44 - 290.47
STATUTORY AUTHORITY
The amendments are proposed under the Texas Water Code, §5.103, which
provides the commission the authority to adopt and enforce rules necessary
to carry out its powers and duties under the laws of this state; and under
THSC, §341.031, which allows the commission to adopt rules to implement
the SDWA, 42 USC, §§300f
et seq
.
The amendments implement THSC, §§341.031, 341.0315, and 341.035:
which require the commission to adopt rules to protect public water systems;
require public water systems to meet the requirements of commission rules;
and require the executive director of the commission to approve plans and
specifications for public water systems. The amendments also implement HB
2912, §18.02, and HB 217, §2(a)(2)(B), 77th Legislature, 2001.
§290.38.Definitions.
The following words and terms, when used in this chapter shall have
the following meanings, unless the context clearly indicates otherwise. If
a word or term used in this chapter is not contained in the following list,
its definition shall be as shown in Title 40 Code of Federal Regulations (CFR) §141.2.
Other technical terms used shall have the meanings or definitions listed in
the latest edition of
The Drinking Water Dictionary,
prepared by the American Water Works Association.
[
(1) - (2)
(No change.)
(3)
Approved laboratory--A laboratory certified and approved
by the
commission
[
(4) - (7)
(No change.)
(8)
Certified laboratory--A laboratory certified
by the commission to analyze water samples to determine their compliance with
maximum allowable constituent levels.
(9)
[
(10)
[
(A)
the water is used exclusively for purposes other than those
defined as human consumption (see human consumption definition);
(B)
the executive director determines that alternative water
from a commission-approved water system or the water users' private well provides
water
[
(C)
the executive director determines that the water provided
for [
(11)
[
(12)
[
(13)
[
(14)
[
(15)
Distribution system--A system of pipes
that conveys potable water from a treatment plant to the consumers. The term
includes pump stations, ground and elevated storage tanks, potable water mains,
and potable water service lines and all associated valves, fittings, and meters,
but excludes potable water customer service lines.
(16)
[
(17)
[
(18)
[
(19)
[
(20)
Groundwater--Any water that is located
beneath the surface of the ground and is not under the direct influence of
surface water.
(21)
[
(A)
significant occurrence of insects or other macroorganisms,
algae, or large-diameter pathogens such as
Giardia
lamblia
or
Cryptosporidium
, or
(B)
significant and relatively rapid shifts in water characteristics
such as turbidity, temperature, conductivity, or pH which closely correlate
to climatological or surface water conditions.
(22)
[
(23)
[
(24)
[
(25)
[
(26)
[
(27)
[
(28)
[
(29)
[
(30)
[
(31)
[
(32)
[
(33)
[
(34)
[
(35)
[
(36)
[
(37)
[
(38)
[
(39)
[
(40)
[
(A)
Southern Standard Plumbing Code
;
[
(B)
Uniform Plumbing Code
; and
[
(C)
National Standard Plumbing Code.
(41)
Potable water customer service line--The
sections of potable water pipe between the customer's meter and the customer's
point of use.
(42)
Potable water service line--The section
of pipe between the potable water main to the customer's side of the water
meter. In cases where no customer water meter exists, it is the section of
pipe that is under the ownership and control of the public water system.
(43)
Potable water main--A pipe or enclosed
constructed conveyance operated by a public water system which is used for
the transmission or distribution of drinking water to a potable water service
line.
(44)
[
(A)
bypass arrangements
;
[
(B)
jumper connections
;
[
(C)
removable sections or spools
;
[
(D)
swivel or changeover assemblies.
(45)
[
(46)
[
(47)
[
(48)
[
(49)
[
(50)
Service line--A pipe connecting the utility
service provider's main and the water meter, or for wastewater, connecting
the main and the point at which the customer's service line is connected,
generally at the customer's property line.
(51)
[
(52)
[
(53)
[
(54)
[
(55)
Wastewater lateral--Any pipe or constructed
conveyance carrying wastewater, running laterally down a street, alley, or
easement, and receiving flow only from the abutting properties.
(56)
Wastewater main--Any pipe or constructed
conveyance which receives flow from one or more wastewater laterals.
§290.39.General Provisions.
(a) - (c)
(No change.)
(d)
Submission of plans.
(1)
Plans, specifications, and related documents will not be
considered unless they have been prepared under the direction of a licensed
professional engineer. All engineering documents must have engineering seals,
signatures, and dates affixed in accordance with the rules of the Texas [
(2)
(No change.)
(3)
The limits of approval are as follows.
(A) - (B)
(No change.)
(C)
The consulting engineer and/or owner must provide surveillance
adequate to assure that facilities will be constructed according to approved
plans and must notify the
executive director
[
(e)
(No change.)
(f)
Submission of business plans. The prospective owner of
the system or the person responsible for managing and operating the system
must submit a business plan to the executive director that demonstrates that
the owner or operator of the [
(1) - (13)
(No change.)
(g)
(No change.)
(h)
Beginning and completion of work.
(1)
(No change.)
(2)
The
executive director
[
(3)
Upon completion of the water works project, the engineer
or owner
shall
[
(i)
(No change.)
(j)
Changes in existing systems or supplies. Public water systems
shall notify the executive director prior to making any significant change
or addition to the system's production, treatment, storage,
pressure
maintenance,
or distribution facilities. Public water systems shall
submit plans and specifications for the proposed changes upon request.
Changes to an existing disinfection process at a treatment plant that treats
surface water or groundwater that is under the direct influence of surface
water shall not be instituted without the prior approval of the executive
director.
(1)
The following changes are considered to be significant:
[
(A)
proposed changes to existing systems which
result in an increase or decrease in production, treatment, storage, or pressure
maintenance capacity;
(B)
proposed changes to the disinfection process
used at plants that treat surface water or groundwater that is under the direct
influence of surface water including changes involving the disinfectants used,
the disinfectant application points, or the disinfectant monitoring points;
(C)
proposed changes to the type of disinfectant
used to maintain a disinfectant residual in the distribution system;
(D)
proposed changes in existing distribution
systems when the change is greater than 10% of the existing distribution capacity
or 250 connections, whichever is smaller, or results in the water system's
inability to comply with any of the applicable capacity requirements of §290.45
of this title (relating to Minimum Water System Capacity Requirements); and
(E)
any other material changes specified by
the executive director.
[(2)
Systems that use surface water sources
or groundwater sources that are under the direct influence of surface water
shall notify the executive director of any proposed change to the disinfection
process used at the treatment plant including changes involving the disinfectants
used, the disinfectant application points, or the disinfectant monitoring
points. Changes to an existing disinfection process shall not be instituted
without the prior approval of the executive director.]
[(3)
Changes to the type of disinfectant used
to maintain a disinfectant residual in the distribution system shall require
written notice to the executive director.]
[(4)
Changes or additions in existing distribution
systems shall require written notification to the executive director when
the change or addition is greater than 10% of the existing distribution capacity
or 250 connections, whichever is smaller, or results in the water system's
inability to comply with any of the applicable capacity requirements of §290.45
of this title (relating to Minimum Water System Capacity Requirements).]
(2)
[
(A)
Upon request of the executive director, the water system
shall submit plans and specifications in accordance with the requirements
of subsection (d) of this section.
(B)
Unless plans and specifications are required by Chapter
293 of this title (relating to Water Districts), the
[
(i)
The internal review staff must include
one or more licensed professional engineers that are employed by the political
subdivision and must be separate from, and not subject to the review or supervision
of, the engineering staff or firm charged with the design of the distribution
extension under review.
(ii)
A licensed professional engineer on the
internal review staff determines and certifies in writing that the proposed
distribution system changes comply with the requirements of §290.44 of
this title and will not result in a violation of any provision of §290.45
of this title.
(iii)
The state agency or political subdivision
includes a copy of the written certification described in this subparagraph
with the initial notice that is submitted to the executive director.
(C)
Unless plans and specifications are required
by Chapter 293 of this title, the executive director will not require planning
material on distribution line improvements from any public water system that
is required to submit planning material to another state agency or political
subdivision that complies with the requirements of subparagraph (B) of this
paragraph. The notice to the executive director must include a statement that
a state statute or local ordinance requires the planning materials to be submitted
to the other state agency or political subdivision and a copy of the written
certification that is required in subparagraph (B) of this paragraph.
(3)
If a certificate of convenience and necessity
(CCN) is required or must be amended, the CCN application must be included
with the notice to the executive director.
(k)
(No change.)
(l)
Exceptions. Requests for exceptions to one or more of these
sections shall be considered on an individual basis. Any water system which
requests an exception must demonstrate to the satisfaction of the executive
director that the exception will not compromise the public health or result
in a degradation of service or water quality.
(1)
The exception must be requested in writing and must be
substantiated by carefully documented data. The request for an exception
shall
[
(2) - (3)
(No change.)
(m) - (n)
(No change.)
§290.41.Water Sources.
(a)
Water quality. The quality of water to be supplied must
meet the quality criteria prescribed by the commission's drinking water standards
contained in Subchapter F of this chapter (relating to the Drinking Water
Standards Governing Drinking Water Quality and Reporting Requirements for
Public Water Supply Systems)
.
(b)
(No change.)
(c)
Groundwater sources and development.
(1)
Groundwater
[
(A) - (E)
(No change.)
(F)
A sanitary control easement covering that portion of the
land within
150-feet
[
(2)
(No change.)
(3)
The
[
(A)
Before placing the well into service,
a public water
system shall furnish
[
(B)
(No change.)
(C)
The space between the casing and drill hole shall be sealed
by using enough cement under pressure to completely fill and seal the annular
space between the casing and the drill hole. The well casing shall be cemented
in this manner from the top of the shallowest formation to be developed to
the earth's surface. The driller
shall
[
(D) - (F)
(No change.)
(G)
A complete physical and chemical analysis of the water
produced from a new well shall be made after 36 hours of continuous pumping
at the design withdrawal rate. Shorter pump test periods can be accepted for
large capacity wells producing from areas of known groundwater production
and quality so as to prevent wasting of water. Samples must be submitted to
a certified
[
(H) - (Q)
(No change.)
(4)
(No change.)
(d)
Springs and other water sources.
(1)
(No change.)
(2)
Before placing the spring or similar source into service,
completion data similar to that required by subsection (c)(3)(A) of this section
must be submitted to the
executive director
[
(3) - (4)
(No change.)
(e)
Surface water sources and development.
(1)
To determine the degree of pollution from all sources within
the watershed, an evaluation shall be made of the [
(A) - (F)
(No change.)
(2)
Intakes shall be located and constructed in a manner which
will secure raw water of the best quality available from the source.
(A) - (C)
(No change.)
(D)
Commission staff shall make an on-site evaluation of any
proposed raw water intake location. The evaluation must be requested prior
to final design and must be supported by preliminary design drawings. Once
the final intake location has been selected, the
executive director
[
(E) - (F)
(No change.)
(3)
(No change.)
§290.42.Water Treatment.
(a)
(No change.)
(b)
Groundwater
[
(1) - (4)
(No change.)
(5)
All plant piping shall be constructed
to minimize leakage.
(6)
All groundwater systems shall provide
sampling taps for raw water, treated water, and at a point representing water
entering the distribution system at every entry point.
(c)
Springs and other water sources.
(1) - (3)
(No change.)
(4)
All plant piping shall be constructed
to minimize leakage. No cross-connection or interconnection shall be permitted
to exist between a conduit carrying potable water and another conduit carrying
raw water or water in a prior stage of treatment.
(5)
All systems using springs and other water
sources shall provide sampling taps for raw water, treated water, and at a
point representing water entering the distribution system at every entry point.
(d)
Surface water.
(1) - (2)
(No change.)
(3)
[
(4) - (5)
(No change.)
(6)
Chemical storage facilities shall be designed to ensure
a reliable supply of chemicals to the feeders, minimize the possibility and
impact of accidental spills, and facilitate good housekeeping.
(A) - (B)
(No change.)
(C)
All chemical bulk storage facilities and day tanks shall
be clearly labeled to indicate each tank's contents
and to determine
the amount of chemical remaining in the tank
.
(D)
(No change.)
(E)
Bulk storage facilities and day tanks must be designed
to minimize the possibility of leaks and spills.
(i)
(No change.)
(ii)
Except as provided in this clause, adequate
[
(I)
Containment facilities for a single container or for
multiple, interconnected containers must be large enough to hold the maximum
amount of chemical that can be stored with a minimum freeboard of six vertical
inches or to hold 110% of the total volume of the container(s), whichever
is less.
[
(II)
Common containment for multiple containers
that are not interconnected must be large enough to hold the volume of the
largest container with a minimum freeboard of six vertical inches or to hold
110% of the total volume of the container(s), whichever is less.
(III)
[
(IV)
[
(V)
No containment facilities are required
for hypochlorite solution containers that have a capacity of 35 gallons or
less.
(VI)
On a site-specific basis, the executive
director may approve the use of double-walled tanks in lieu of separate containment
facilities.
(F) - (G)
(No change.)
(7) - (10)
(No change.)
(11)
Gravity or pressure type filters shall be provided.
(A)
(No change.)
(B)
Filtration facilities shall be designed to operate at filtration
rates which assure effective filtration at all times.
(i)
The design capacity of gravity rapid sand filters shall
not exceed
[
(ii)
Where high-rate gravity filters are used,
the design
capacity shall not exceed
a maximum [
(iii)
The design
capacity
of pressure filters shall
not exceed
[
(iv)
Except as provided in clause (vi) of this subparagraph,
any surface water treatment plant that provides, or is being designed to provide,
less than 7.5 million gallons per day must be able to meet either the maximum
daily demand or the minimum required 0.6 gallons per minute per connection,
whichever is larger, with all filters on-line.
[
(v)
Any surface water treatment plant that
provides, or is being designed to provide, 7.5 million gallons per day or
more must be able to meet either the maximum daily demand or the minimum required
0.6 gallons per minute per connection, whichever is larger, with the largest
filter off-line.
(vi)
Any surface water treatment plant that
uses pressure filters must be able to meet either the maximum daily demand
or the minimum required 0.6 gallons per minute per connection, whichever is
larger, with the largest filter off-line.
(C) - (G)
(No change.)
(12) - (15)
(No change.)
(e)
Disinfection.
(1) - (3)
(No change.)
(4)
Systems that use chlorine gas must ensure that the
risks associated with its use are limited as follows:
[
(A)
When chlorine gas is used, a full-face
self-contained breathing apparatus or supplied air respirator that meets Occupational
Safety and Health Administration (OSHA) standards for construction and operation,
and a small bottle of fresh ammonia solution (or approved equal) for testing
for chlorine leakage shall be readily accessible outside the chlorinator room
and immediately available to the operator in the event of an emergency.
(B)
Housing for gas chlorination equipment
and cylinders of chlorine shall be in separate buildings or separate rooms
with impervious walls or partitions separating all mechanical and electrical
equipment from the chlorine facilities. Housing shall be located above ground
level as a measure of safety. Equipment and cylinders may be installed on
the outside of the buildings when protected from adverse weather conditions
and vandalism.
(C)
Adequate ventilation, which includes both
high level and floor level screened vents, shall be provided for all enclosures
in which gas chlorine is being stored or fed. Enclosures containing more than
one operating 150-pound cylinder of chlorine shall also provide forced air
ventilation which includes: screened and louvered floor level and high level
vents; a fan which is located at and draws air in through the top vent and
discharges to the outside atmosphere through the floor level vent; and a fan
switch located outside the enclosure. Alternately, systems may install negative
pressure ventilation as long as the facilities also have gas containment and
treatment as prescribed by the current Uniform Fire Code (UFC).
[(5)
Gas chlorination equipment and cylinders
of chlorine shall be housed in separate buildings or separate rooms with impervious
walls or partitions that separate the chlorine facilities from all other mechanical
and electrical equipment. Housing shall be located above ground level as a
measure of safety. Beginning January 1, 2001, chlorine cylinders and associated
equipment may not be installed outside of buildings.]
[(6)
Adequate ventilation, which includes
both high level and floor level screened vents, shall be provided for all
enclosures in which gas chlorine is being stored or fed. Enclosures containing
more than one open 150 pound cylinder of chlorine shall also provide forced
air ventilation which includes: screened and louvered floor level and high
level vents; a fan which is located at and draws air in through the top vent
and discharges to the outside atmosphere through the floor level vent; and
a fan switch located outside the enclosure. Alternately, systems may install
negative pressure ventilation as long as the facilities also have gas containment
and treatment as prescribed by the current Uniform Fire Code (UFC).]
(5)
[
(6)
[
(f) - (k)
(No change.)
§290.44.Water Distribution.
(a) - (b)
(No change.)
(c)
Minimum water line sizes.
The minimum water line sizes
are
[
Figure: 30 TAC §290.44(c) (No change.)
(d)
Minimum pressure requirement. The system must be designed
to maintain a minimum pressure of 35 psi at all points within the distribution
network at flow rates of at least 1.5 gallons per minute per connection. When
the system is intended to provide fire fighting capability, it must also be
designed to maintain a minimum pressure of 20 psi under combined fire and
drinking water flow conditions.
(1) - (3)
(No change.)
(4)
Each community public water system shall provide accurate
metering devices at each
residential, commercial, or industrial
service connection for the accumulation of water usage data.
A water
system that furnishes the services or commodity only to itself or its employees
when that service or commodity is not resold to or used by others is exempt
from this requirement.
[
(5)
(No change.)
(6)
The system shall be designed to afford effective circulation
of water with a minimum of dead ends. All dead-end mains shall be provided
with acceptable flush valves and discharge piping. All dead-end lines less
than two inches in diameter will not require flush valves if they end at a
customer service. Where dead ends are necessary as a stage in the growth of
the system, they shall be located and arranged [
(e)
Location of waterlines.
The following rules apply
to installations of waterlines, wastewater mains or laterals, and other conveyances/appurtenances
identified as potential sources of contamination. Furthermore, all ratings
specified shall be defined by ASTM or AWWA standards unless stated otherwise.
New mains, service lines, or laterals are those that are installed where no
main, service line, or lateral previously existed, or where existing mains,
service lines, or laterals are replaced with pipes of different size or material.
[(1)
The following rules apply to installations
of potable water distribution lines and wastewater collection lines, wastewater
force mains and other conveyances/appurtenances identified as potential sources
of contamination. Furthermore, all ratings specified shall be defined by ASTM
or AWWA standards unless stated otherwise.]
(1)
[
(2)
[
(3)
[
(4)
[
(A)
New Waterline Installation--Parallel Lines.
(i)
Where a new potable waterline parallels an existing, non-pressure
or pressure rated wastewater [
(ii)
Where a new potable waterline parallels an existing pressure
rated wastewater
main or lateral
[
(iii)
Where a new potable waterline parallels a new wastewater
[
(B)
New Waterline Installation - Crossing Lines
.
(i)
Where a new potable waterline crosses an existing, non-pressure
rated wastewater
main or lateral
[
(ii)
Where a new potable waterline crosses an existing, pressure
rated wastewater
main or lateral
[
(iii)
Where a new potable waterline crosses a new, non-pressure
rated wastewater
main or lateral
[
(iv)
Where a new potable waterline crosses a new, non-pressure
rated wastewater
main or lateral
[
(I)
Within nine feet horizontally of either side of the waterline,
the wastewater pipe and joints shall be constructed with pipe material having
a minimum pressure rating of
at least
150 psi. An absolute minimum
vertical separation distance of two feet shall be provided. The wastewater
main or lateral
[
(II)
All sections of wastewater
main or lateral
[
(III)
When a new waterline crosses under a wastewater
main or lateral
[
(v)
Where a new potable waterline crosses a new, pressure rated
wastewater
main or lateral
[
(vi)
Where cement stabilized sand bedding is required, the
cement stabilized sand shall have a minimum of 10% cement per cubic yard of
cement stabilized sand mixture, based on loose dry weight volume (at least
2.5 bags of cement per cubic yard of mixture). The cement stabilized sand
bedding shall be a minimum of six inches above and four inches below the
wastewater main or lateral
[
(5)
[
(6)
[
(7)
[
(8)
[
(f)
Sanitary precautions and disinfection. Sanitary precautions,
flushing, disinfection procedures and microbiological sampling as prescribed
in AWWA standards for disinfecting water mains shall be followed in laying
waterlines
[
(1)
(No change.)
(2)
Special precautions must be taken when water lines are
laid under any flowing or intermittent stream or semipermanent body of water
such as marsh, bay or estuary. In these cases, the water main shall be installed
in a separate watertight pipe encasement and valves must be provided on each
side of the crossing with facilities to allow the underwater portion of the
system to be isolated and tested to determine that there are no leaks in the
underwater line. Alternately, and with the [
(3)
New mains shall be thoroughly disinfected in accordance
with AWWA Standard C651 and then flushed and sampled before being placed in
service. Samples shall be collected for microbiological analysis to check
the effectiveness of the disinfection procedure
. Sampling
[
(g) - (i)
(No change.)
§290.45.Minimum Water System Capacity Requirements.
(a) - (c)
(No change.)
(d)
Noncommunity water systems serving other than transient
accommodation units.
(1)
(No change.)
(2)
Groundwater supply requirements are as follows.
(A)
(No change.)
(B)
If 300 or more persons per day are served, the system must
have the following:
(i) - (ii)
(No change.)
(iii)
if the maximum daily demand is less than 15 gpm, at least
one service pump with a capacity of
three times the maximum daily demand
[
(iv)
if the maximum daily demand is 15 gpm or more, at least
two service pumps with a total capacity of
three times the maximum daily
demand
[
(v)
(No change.)
(3)
Each surface water supply
or groundwater supply that
is under the direct influence of surface water
, regardless of size,
shall meet the following requirements:
(A) - (F)
(No change.)
(e) - (f)
(No change.)
(g)
Alternative capacity requirements
[
(1)
Alternative capacity requirement
[
(A) - (E)
(No change.)
(F)
Any other relevant data
needed to determine that the
proposed alternative capacity requirement will provide a level of service
that is equivalent to the level of service provided by the minimum capacity
requirements contained in this section
[
(2)
Although elevated storage is the preferred method of pressure
maintenance for systems of over 2500 connections, it is recognized that local
conditions may dictate the use of alternate methods utilizing hydropneumatic
tanks and on-site emergency power equipment.
Alternative capacity requirements
[
(A)
The system must submit documentation sufficient to assure
that the alternate method of pressure maintenance is capable of providing
a safe and uninterrupted supply of water under pressure to the distribution
system during all demand conditions.
(i) - (ii)
(No change.)
(iii)
For existing systems, the system's licensed professional
engineer must provide continuous [
(B) - (D)
(No change.)
(3)
Any
alternative capacity requirement granted under
this subsection
[
§290.46.Minimum Acceptable Operating Practices for Public Drinking Water Systems.
(a)
(No change.)
(b)
Microbiological. Submission of samples for microbiological
analysis shall be as required by Subchapter F of this
chapter
[
(c)
Chemical. Samples for chemical analysis shall be submitted
as directed by the
executive director
[
(d)
Disinfectant residuals and monitoring.
A
[
(1)
Disinfection
equipment
[
(2)
The disinfection equipment shall be operated to maintain
the following minimum disinfectant residuals in each finished water storage
tank and
throughout
[
(A) - (B)
(No change.)
(e)
Operation by
trained and licensed
[
(1)
Systems serving no more than 1,000 connections must
employ at least one operator meeting the applicable requirements of paragraph
(3) of this subsection.
[
[(A)
A Class "D" certificate is valid for
systems with 250 or fewer connections.]
[(B)
Systems serving in excess of 250 connections
must employ an operator with a Class "C" or higher certificate.]
[(C)
Systems serving in excess of 1,000 connections
must employ at least two Class "C" certified operators.]
[(D)
Beginning January 1, 2004, systems that
treat surface water must employ at least one operator who holds a Class "B"
or higher surface water certificate.]
[(E)
Until January 1, 2004, systems that treat
surface water must employ at least one operator who holds a Class "B" or higher
surface water certificate or who holds a Class "C" surface water certificate
and has completed an executive director recognized 20-hour water laboratory
course.]
(2)
Systems that serve more than 1,000 connections must
employ at least two operators who meet the applicable requirements of paragraph
(3) of this subsection.
[
(3)
The production, treatment, and distribution facilities
of all public water systems must be operated at all times under the direct
supervision of a water works operator who holds an applicable, valid license
issued by the executive director.
[
(A)
Systems serving fewer than 250 connections must employ
an operator with a Class "D" or higher license if they only use groundwater
or purchased treated water.
[
(B)
Systems that serve 250 or more connections must employ
an operator with a Class "C" or higher license if they only use purchased
treated water.
[
(C)
Systems that serve 250 or more connections must employ
an operator with a Class "C" or higher Groundwater license if they use groundwater
and do not treat groundwater that is under the direct influence of surface
water or surface water.
[
(D)
Systems that treat groundwater that is
under the direct influence of surface water and do not treat surface water
must meet the following requirements related to the direct supervision of
their facilities:
(i)
Systems which utilize cartridge filters must employ an
operator who has a Class "C" or higher Surface water license or has a Class
"C" or higher Groundwater license and has completed a four-hour training course
on monitoring and reporting requirements.
(ii)
Systems which utilize coagulant addition and direct filtration
must employ an operator who has a Class "C" or higher Surface Water license
or has a Class "C" or higher Groundwater license and has completed a 40-hour
Surface Water Production course.
(iii)
Systems which utilize complete surface water treatment
must comply with the requirements of subparagraph (E) of this paragraph.
(iv)
Each plant must have at least one Class "C" or higher
operator on duty at the plant when it is in operation or the plant must be
provided with continuous turbidity and disinfectant residual monitors with
automatic plant shutdown and alarms to summon operators so as to ensure that
the water produced continues to meet the commission's drinking water standards
during periods when the plant is not staffed.
(E)
Systems that treat surface water must
meet the following requirements related to the supervision of their facilities.
(i)
Beginning January 1, 2003, systems that treat surface water
must employ at least one operator who holds a Class "B" or higher surface
water license. Until January 1, 2003, these systems must employ at least one
operator who holds a Class "B" or higher surface water license or who holds
a Class "C" or higher Surface water license and has completed an approved
20-hour water laboratory course.
(ii)
Each surface water treatment plant must have at least
one Class "C" or higher surface water operator on duty at the plant when it
is in operation or the plant must be provided with continuous turbidity and
disinfectant residual monitors with automatic plant shutdown and alarms to
summon operators so as to ensure that the water produced continues to meet
the commission's drinking water standards during periods when the plant is
not staffed.
(iii)
Public water systems shall not allow Class "D" operators
to adjust or modify the treatment processes at surface water treatment plant
unless an operator who holds a Class "C" or higher surface license is present
at the plant and has issued specific instructions regarding the proposed adjustment.
(4)
Beginning January 1, 2004, the treatment facilities
at all systems using chlorine dioxide must be under the direct supervision
of a licensed operator who has completed additional training. Unless a higher
level of certification is required by paragraph (3) of this subsection, public
water systems using chlorine dioxide must place those facilities under the
direct supervision of a licensed operator who has a Class "C" or higher license
and has completed an approved water laboratory course.
[
(5)
Public water systems shall not allow new or repaired
production, treatment, storage, pressure maintenance or distribution facilities
to be placed into service without the prior guidance and approval of a licensed
water works operator.
[
(6)
Public water systems shall ensure that
their operators are trained regarding the use of all chemicals used in the
water treatment plant. Training programs shall meet applicable standards established
by the Occupational Safety and Health Administration (OSHA) or the Texas Hazard
Communications Act, Texas Health and Safety Code, Title 6, Chapter 502.
(7)
Transient noncommunity public water systems
are exempt from the requirements of this subsection if they use only groundwater
or purchase treated water from another public water system.
(f)
Operating records and reports. Water systems must maintain
a [
(1) - (2)
(No change.)
(3)
All public water systems shall maintain a record of operations.
(A)
The following records shall be retained for at least two
years:
(i)
the amount of chemicals used
:
[
(I)
Systems that treat surface water or groundwater
under the direct influence of surface water shall maintain a record of the
amount of each chemical used each day.
(II)
Systems that serve 250 or more connections
or serve 750 or more people shall maintain a record of the amount of each
chemical used each day.
(III)
Systems that serve fewer than 250 connections,
serve fewer than 750 people, and use only groundwater or purchased treated
water shall maintain a record of the amount of each chemical used each week;
(ii)
the volume of water treated
:
[
(I)
Systems that treat surface water or groundwater
under the direct influence of surface water shall maintain a record of the
amount of water treated each day.
(II)
Systems that serve 250 or more connections
or serve 750 or more people shall maintain a record of the amount of water
treated each day.
(III)
Systems that serve fewer than 250 connections,
serve fewer than 750 people, and use only groundwater or purchase treated
water shall maintain a record of the amount of water treated each week;
(iii) - (vi)
(No change.)
(B)
The following records shall be retained for at least three
years:
(i) - (ii)
(No change.)
(iii)
the disinfectant residual monitoring
results from the distribution system;
(iv)
[
(v)
[
(vi)
[
(C)
(No change.)
(D)
The
following records
[
(i)
the results of microbiological analyses;
(ii)
the results of inspections (as required
in subsection (m)(1) of this section) for all water storage and pressure maintenance
facilities; and
(iii)
the results of inspections as required
by subsection (m)(2) of this section for all pressure filters.
(E) - (F)
(No change.)
(4)
Water systems shall submit any monthly or quarterly reports
required by the executive director.
(A)
The reports must be submitted to the Texas Natural Resource
Conservation Commission, Water
Supply Division
[
(B) - (C)
(No change.)
(g) - (i)
(No change.)
(j)
Customer service inspections. A customer service inspection
certificate shall be completed prior to providing continuous water service
to new construction, on any existing service when the water purveyor has reason
to believe that cross-connections or other potential contaminant hazards exist,
or after any material improvement, correction, or addition to the private
water distribution facilities. Any customer service inspection certificate
form which varies from the format found in §290.47(d) of this title (relating
to Customer Service Inspection Certificate) must be approved by the executive
director prior to being placed in use.
(1) - (3)
(No change.)
(4)
A customer service inspection is an examination of the
private water distribution facilities for the purpose of providing or denying
water service. This inspection is limited to the identification and prevention
of cross connections, potential contaminant hazards and illegal lead materials.
The customer service inspector has no authority, and no obligation, beyond
the scope of the commission's regulations. A customer service inspection is
not a plumbing inspection as defined and regulated by the Texas State Board
of Plumbing Examiners (TSBPE). A customer service inspector is not permitted
to perform plumbing inspections. State statutes and TSBPE adopted rules require
that TSBPE licensed plumbing inspectors perform plumbing inspections of all
new plumbing and alterations or additions to existing plumbing within the
municipal limits of all cities, towns and villages [
(k) - (l)
(No change.)
(m)
Maintenance and housekeeping. The maintenance and housekeeping
practices used by a public water system shall ensure the
good working
condition
[
(1) - (3)
(No change.)
(4)
All water storage
and pressure maintenance
facilities,
distribution system lines and related appurtenances shall be maintained in
a watertight condition and be free of excessive solids.
(5)
(No change.)
(n)
Engineering plans and maps. Plans, specifications, maps
and other pertinent information shall be maintained to facilitate the operation
and maintenance of the system's facilities and equipment.
The following
records shall be maintained on file at the public water system and be available
to the executive director upon request:
(1) - (2)
(No change.)
(3)
Copies of
well completion data such as
well
material setting data, geological log, sealing information (pressure cementing
and surface protection), disinfection information, microbiological sample
results and a chemical analysis report of a representative sample of water
from the well shall be kept on file for as long as the well remains in service.
(o)
(No change.)
(p)
Data on water system ownership and management. The agency
shall be provided with information regarding water system ownership and management.
(1)
(No change.)
(2)
On an annual basis,
the owner of a public water system
shall provide the executive director with a written list of all the operators
and operating companies that the public water system employs. The notice shall
contain the name, license number, and license class of each employed operator
and the name and registration number of each employed operating company
[
(q)
Special precautions. Special precautions must be instituted
by the water system owner or responsible official in the event of low distribution
pressures (below 20 psi), water outages, microbiological samples found to
contain
E. coli
or fecal coliform organisms,
failure to maintain adequate chlorine residuals, elevated finished water turbidity
levels, or other conditions which indicate that the potability of the drinking
water supply has been compromised.
(1)
Boil water notifications must be issued to the customers
within 24 [
(2) - (4)
(No change.)
(r)
(No change.)
(s)
Testing equipment. Accurate testing equipment or some other
means of monitoring the effectiveness of any chemical treatment processes
used by the system must be provided.
(1)
Flow measuring devices and rate-of-flow controllers
that are required by §290.42(d) of this title
shall be calibrated
at least once every 12 months.
(2)
(No change.)
(t)
(No change.)
(u)
Abandoned wells. Abandoned public water supply wells owned
by the system must be plugged with cement according to 16 TAC Chapter 76 (relating
to Water Well Drillers and Water Well Pump Installers). Wells that are not
in use and are non-deteriorated as defined in those rules must be tested every
five years or as required by the executive director to prove that they are
in a non-deteriorated condition. The test results shall be sent to the
executive director
[
(v)
(No change.)
§290.47.Appendices.
(a) - (e)
(No change.)
(f)
Appendix F. Sample Backflow Prevention Assembly Test and
Maintenance Report.
Figure: 30 TAC §290.47(f)
[
(g)
Appendix G. Operator and/or Employment Notice.
Figure: 30 TAC §290.47(g)
[
(h)
(No change.)
(i)
Appendix I. Assessment of Hazard and Selection of Assemblies.
Figure: 30TAC §290.47(i)
[
This agency hereby certifies that the proposal has been reviewed
by legal counsel and found to be within the agency's legal authority to adopt.
Filed with the Office of
the Secretary of State on January 18, 2002.
TRD-200200274
Stephanie Bergeron
Director, Environmental Law Division
Texas Natural Resource Conservation Commission
Earliest possible date of adoption: March 3, 2002
For further information, please call: (512) 239-4712
30 TAC §§290.102 - 290.104, 290.106 - 290.115, 290.117 - 290.119, 290.121, 290.122
STATUTORY AUTHORITY
The amendments are proposed under the Texas Water Code (TWC), §5.103,
which provides the commission the authority to adopt and enforce rules necessary
to carry out its powers and duties under the laws of this state; TWC, §5.122,
which allows the commission to delegate uncontested matters to the executive
director; and under THSC, §341.031, which allows the commission to adopt
rules to implement the SDWA, 42 USC, §§300f
et seq
.
The amendments implement THSC, §§341.031, 341.0315, and 341.035:
which require the commission to adopt rules to protect public water systems;
require public water systems to meet the requirements of commission rules;
and require the executive director of the commission to approve plans and
specifications for public water systems. The amendments also implement HB
2912, §18.02, and HB 217, §2(a)(2)(B), 77th Legislature, 2001.
§290.102.General Applicability.
(a)
(No change.)
(b)
Variances and exemptions. Variances and exemptions may
be granted at the discretion of the executive director
according to the
Safety Drinking Water Act (SDWA), 42 United States Code (USC), §300g-4
and §300g-5, and according to National Primary Drinking Water Regulations,
Subpart K, 40 CFR §§142.301 - 142.313. The executive director may
not approve variances or exemptions from:
(1)
the maximum contaminant level (MCL) for
total coliforms, nitrate, nitrite, or total nitrate and nitrite;
(2)
the maximum residual disinfection level
(MRDL) for chlorine dioxide; or
(3)
the treatment technique requirements for
filtration and disinfection.
[(1)
A variance may be granted to one or more
of the MCLs or treatment technique requirements if all of the following conditions
apply:]
[(A)
the system's raw water is such that the maximum allowable
level cannot be met despite the application of the best available treatment
techniques (taking costs into consideration) subject to the following conditions;]
[(B)
the public water system requesting the variance was in
operation on the date the MCL or treatment technique requirement became effective;]
[(C)
the granting of the variance will not result in an unreasonable
risk to public health; and]
[(D)
a schedule, including increments of progress, is established
to bring the system into compliance with the standard in question.]
[(2)
An exemption may be granted to one or
more of the MCLs or treatment technique requirements when a system is unable
to comply with a specified allowable level because of compelling factors
(which may include economic). An exemption may be granted only under the following
circumstances:]
[(A)
the public water system requesting the exemption was in
operation on the date the MCL or treatment technique requirement became effective
or for a system that was not in operation by that date, if no reasonable alternative
source of drinking water is available to such new system;]
[(B)
the granting of the exemption will not result in an unreasonable
risk to public health; and]
[(C)
a schedule is established to bring the system into compliance
with the standard in question.]
[(3)
Applications for such variances or exemptions
must be submitted to the executive director in writing by the owner of the
water system. The request must include the following:]
[(A)
a statement of the standard which is not met;]
[(B)
an estimate of the risk involved to public health with
supporting evidence from physicians or dentists in the area;]
[(C)
a general long range plan for the correction of the problem.
In addition, a detailed plan or compliance schedule must be submitted within
one year following written notification that a variance or exemption has been
granted; and]
[(D)
a detailed economic evaluation of the current and future
situation.]
[(4)
A variance or exemption covering a group
or class of systems with a common standard which is not met may be issued
by the executive director without individual application. However, individual
compliance schedules will be required for each such system within one year
following written notification by the executive director that such a variance
or exemption has been granted. After receiving notification from the executive
director that a group or class variance or exemption has been issued to their
system, each system must submit the above items in accordance with paragraph
(3) of this subsection.]
[(5)
The executive director is required to
act upon all requests for variances or exemptions within 90 days.]
[(6)
Procedures for public comment and public
hearings on variances, exemptions, and compliance schedules as a condition
of a variance or exemption will be as stated in the EPA National Primary Drinking
Water Regulations, 40 CFR §141.4 and §142.20.]
(c)
Extensions. An extension to the compliance
deadline for an MCL or treatment technique that becomes effective on or after
January 1, 2002 may be granted at the discretion of the executive director
in accordance with the SDWA, 42 USC, §300g-1(b)(10).
(1)
The executive director may extend the effective date of
an MCL or treatment technique for up to two years if all of the following
conditions apply:
(A)
there are no acute violations associated with the new MCL
or treatment technique for which the extension is being granted;
(B)
the executive director determines that granting the extension
will not result in an unreasonable risk to public health;
(C)
the extension is granted only to public water systems that
were in operation on the date that the MCL or treatment technique was promulgated
by the EPA;
(D)
the executive director determines that capital improvements
are needed to comply with the new MCL or treatment technique;
(E)
the executive director approves a schedule identifying
the capital improvements necessary to bring the system into compliance with
the new MCL or treatment technique; and
(F)
the EPA has not already incorporated a two-year extension
into the effective date for the new MCL or treatment technique requirement.
(2)
An application for an extension must be submitted to the
executive director in writing by the owner or responsible party of the water
system. The request must include a statement identifying the new MCL or treatment
technique which is not being met and a general long range plan for meeting
the new requirement.
(3)
The executive director may issue an extension covering
a group or class of systems with a common MCL or treatment technique which
is not met without individual applications.
(d)
Any person may file a motion to overturn
the executive director's decision to grant or deny a variance, exemption,
or extension under this section according to §50.139 of this title (relating
to Motion to Overturn Executive Director's Decision).
(e)
Monitoring Schedule. All monitoring required
by this chapter shall be conducted in a manner and on a schedule approved
by the executive director in concurrence with the requirements of the administrator
of the EPA.
(f)
[
§290.103.Definitions.
The following definitions shall apply in the interpretation and enforcement
of this subchapter. If a word or term used in this subchapter is not contained
in the following list, its definition shall be as shown in §290.38 of
this title (relating to Definitions) or in Title 40 Code of Federal Regulations
(CFR) §141.2. Other technical terms used shall have the meanings or
definitions listed in the latest edition of "Glossary, Water and Wastewater
Control Engineering," prepared by a joint editorial board representing the
American Public Health Association, American Society of Civil Engineers, American
Water Works Association, and the Water Pollution Control Federation.
(1) - (5)
(No change.)
(6)
DPD Abbreviation for N,N-diethyl-p-phenylenediamine,
a reagent used in the determination of several residuals. DPD methods are
available for both volumetric (titration) and colorimetric determinations,
and are commonly used in the field as part of a colorimetric test kit.
(7)
[
(8)
[
(9)
[
(10)
Entry point sampling site--A sampling
site representing the quality of the water entering the distribution system
at each designated entry point.
(11)
[
(12)
[
(13)
[
(14)
[
(15)
[
(16)
[
(17)
[
(18)
[
(19)
[
(20)
[
(21)
[
§290.104.Summary of Maximum Contaminant Levels, Maximum Residual Disinfectant Levels, Treatment Techniques, and Action Levels.
(a)
Summary table purpose. The maximum contaminant levels
(MCLs), maximum residual disinfectant levels (MRDLs)
[
(b)
Maximum contaminant levels [
Figure: 30 TAC §290.104(b)
[
(c) - (k)
(No change.)
§290.106.Inorganic Contaminants.
(a)
Applicability. All public water systems are subject to
the requirements of this section.
(1)
Community and nontransient non-community systems shall
comply with the requirements of this section regarding monitoring, reporting,
and
maximum contaminant levels (MCLs)
[
(2) - (3)
(No change.)
(b)
Maximum contaminant levels for
IOCS
[
Figure: 30 TAC §290.106(b)
[
(c)
Monitoring requirements for
IOCs
[
(1)
Monitoring locations for IOCs except asbestos
, antimony,
[
(A)
If a system draws water from more than one source and the
sources are combined before distribution, the system must sample at
an entry point
[
(B)
Systems shall take all subsequent samples at the same
entry
point [
(C)
The executive director may approve the use of composite
samples.
(i)
(No change.)
(ii)
Compositing shall be allowed only at groundwater
entry
points [
(iii) - (v)
(No change.)
(vi)
If the concentration in the composite sample is greater
than or equal to the proportional contribution of the MCL (e.g., 20% of MCL
when five points are composited) for any inorganic chemical, then a follow-up
sample must be collected from each sampling point included in the composite
sample.
(I)
(No change.)
(II)
If duplicates of the original sample taken from each
entry
point [
(III)
(No change.)
(2)
Monitoring locations for asbestos. Asbestos shall be monitored
at locations where asbestos contamination is most likely to occur.
(A)
A system vulnerable to asbestos contamination due solely
to source water shall sample at the
entry
point [
(B) - (D)
(No change.)
(3)
Monitoring frequency for IOCs except asbestos, nitrate,
and nitrite. Community and nontransient non-community public water systems
shall monitor for antimony, arsenic, barium, beryllium, cadmium, chromium,
cyanide, fluoride, mercury, selenium, and thallium at the following frequency.
(A)
A public water system shall routinely monitor for antimony,
arsenic, barium, beryllium, cadmium, chromium, cyanide, fluoride, mercury,
selenium, and thallium.
(i)
Each groundwater source shall be sampled once every three
years at the
entry
point [
(ii)
Each surface water source shall be sampled annually at
the
entry
point [
(iii)
(No change.)
(B) - (C)
(No change.)
(4)
(No change.)
(5)
Nitrate monitoring frequency. All public water systems
shall monitor for nitrate at the following frequency.
(A)
All
[
(i)
All public water systems shall annually sample each ground
water source at the
entry
point [
(ii)
A community or non-transient non-community water system
shall sample each surface water source quarterly at the
entry
point
[
(iii)
A transient non-community water system shall [
(B) - (C)
(No change.)
(6)
(No change.)
(7)
Confirmation sampling. The executive director may require
a public water system to confirm the results of any individual sample.
(A)
If a sample result exceeds the MCL, a public water system
shall collect one additional sample to confirm the results of the initial
test.
(i)
Confirmation samples must be collected at the same
entry
point [
(ii) - (iii)
(No change.)
(B)
(No change.)
(8)
(No change.)
(d)
Analytical requirements for
IOCs
[
(e)
Reporting requirements for
IOCs
[
(f)
Compliance determination for
IOCs
[
(1)
Compliance with the MCL for each
IOC
[
(2)
A public water system that exceeds the levels for nitrate,
nitrite, or the sum of nitrate and nitrite specified in subsection (b) of
this section commits an acute MCL violation.
Compliance shall be based
on the results of the single sample. If a confirmation sample is collected,
compliance shall be based on the average result of the original and confirmation
samples.
[(A)
For systems that are sampling annually
or less frequently, compliance shall be based on the results of the single
sample. If a confirmation sample is collected, the compliance will be based
on the average result of the original and confirmation samples.]
[(B)
For systems that are sampling more frequently
than annually, compliance is based on the running annual average for each
sampling point.]
[(C)
If any one sample would cause the running
annual average to be exceeded, then the system is out of compliance immediately.]
(3)
A public water system that exceeds the levels of antimony,
arsenic, asbestos, barium, beryllium, cadmium, chromium, cyanide, fluoride,
mercury, selenium, or thallium (i.e., any
IOC
[
(A)
For systems that are sampling annually or less frequently,
compliance may be based on the results of a single sample, if a confirmation
sample is not collected.
[
(B)
For systems that are sampling annually or less frequently,
if
[
(C)
For systems that are sampling more frequently
than annually, compliance is based on the running annual average for each
sampling point.
(D)
If a single quarterly sample would cause
the running annual average to be exceeded, then the system is immediately
out of compliance.
(4) - (5)
(No change.)
(g)
Public notice for
IOCs
[
(1) - (2)
(No change.)
(3)
A public water system that fails to meet the MCL for any
of the regulated
IOCs
[
(4) - (5)
(No change.)
(h)
Best Available Technology (BAT) for
IOCs
[
§290.107.Organic Contaminants.
(a)
(No change.)
(b)
Maximum contaminant levels (MCLs) for organic contaminants.
The concentration of synthetic and volatile organic chemicals shall not exceed
the
MCLs
[
(1) - (2)
(No change.)
(3)
Each public water system must certify annually to the executive
director (using third party or manufacturer's certification) that when acrylamide
or epichlorohydrin are used in drinking water systems, the combination (or
product) of dose and monomer level does not exceed 0.05% dosed at
1.0
mg/L
[
(c)
Monitoring requirements for organic contaminants. Public
water systems shall monitor for organic contaminants at the locations and
frequency in paragraphs (1) and (2) of this subsection. All monitoring conducted
under
[
(1)
SOC monitoring requirements. Monitoring of the SOC contaminants
shall be conducted at the frequency and locations given in this paragraph.
(A)
SOC monitoring locations. Monitoring of the SOC contaminants
shall be conducted at the following locations.
(i)
Systems treating only groundwater shall sample for SOCs
at every
entry
point [
(ii)
Systems using surface water and systems treating groundwater
under the direct influence of surface water shall sample for SOCs at points
in the distribution system that are representative of each source or at each
entry point to the distribution system. Subsequent samples must be taken at
the same
entry points
[
(B)
(No change.)
(C)
Increased SOC monitoring. The executive director may change
the monitoring frequency for SOCs.
(i)
(No change.)
(ii)
The executive director may change the monitoring frequency
if an organic SOC contaminant is detected in any sample.
(I)
If an organic SOC contaminant is detected in any sample,
the system must monitor quarterly at each
entry
point [
(II) - (VI)
(No change.)
(iii) - (iv)
(No change.)
(D)
(No change.)
(E)
Compositing for SOC monitoring. The executive director
may reduce the total number of samples required from a system for analysis
by allowing the use of compositing. Composite samples from a maximum of five
entry
points [
(i)
If, in the composite sample, a detection of one or more
SOC contaminants listed in subsection (b)(1) of this section occurs, then
a follow-up sample must be taken from each
entry
point [
(ii)
If duplicates of the original SOC sample taken from each
entry
point [
(iii)
(No change.)
(F)
(No change.)
(2)
VOC monitoring requirements. Monitoring of the VOC contaminants
shall be conducted at the frequency and locations given in this paragraph.
(A)
VOC monitoring locations. Monitoring of the VOC contaminants
shall be conducted at the following locations.
(i)
Systems that use only groundwater shall sample for VOCs
at every entry point to the distribution system which is representative of
each well after treatment. Subsequent samples must be taken at the same
entry
point [
(ii)
Surface water systems, systems using groundwater under
the direct influence of surface water, and systems blending groundwater and
surface water shall sample for VOCs at points in the distribution system that
are representative of each source or at each
entry
point [
(B)
VOC monitoring frequency. Monitoring of the VOC contaminants
shall be conducted at the following frequency.
(i) - (iii)
(No change.)
(iv)
Each community and nontransient groundwater system which
does not detect a VOC contaminant listed in subsection (b)(2) of this section
may be granted a waiver from the annual or triannual requirements of subsection
(c)(2)(B)(ii) and
iii
[
(v)
(No change.)
(C)
Increased VOC monitoring. The executive director may change
the monitoring frequency for VOCs.
(i) - (ii)
(No change.)
(iii)
If a VOC contaminant listed in subsection (b)(2) of this
section is detected at a level exceeding 0.0005
mg/L
[
(I)
the system must monitor quarterly at each
entry
point [
(II) - (IV)
(No change.)
(V)
Groundwater systems which have detected one or more of
the following two-carbon organic compounds: trichloroethylene, tetrachloroethylene,
1,2-dichloroethane, 1,1,1-trichloroethane, cis-1,2-dichloroethylene, trans-1,2-dichloroethylene,
or 1,1-dichloroethylene shall monitor quarterly for vinyl chloride. A vinyl
chloride sample shall be taken at each
entry
point [
(iv)
(No change.)
(D)
Waivers for VOC monitoring. The executive director may
grant a waiver after evaluating the previous use (including transport, storage,
or disposal) of the contaminant within the watershed or zone of influence
of the water sources. If a determination by the executive director reveals
no previous use of the contaminant within the watershed or zone of influence,
a waiver may be granted. If previous use of the contaminant is unknown or
it has been used previously, then the following factors shall be used to determine
whether a waiver is granted:
(i) - (v)
(No change.)
(vi)
As a condition of the waiver a groundwater system must
take one sample at each
entry
point [
(vii)
(No change.)
(E)
Compositing for VOC monitoring. The executive director
may reduce the total number of samples a system must analyze by allowing the
use of compositing. Composite samples from a maximum of
entry
points
[
(i)
If the VOC concentration in the composite sample is
0.0005 mg/L or greater
[
(ii)
If duplicates of the original sample taken from each
entry
point [
(iii)
Compositing may only be permitted by the executive director
at
entry
points [
(iv)
(No change.)
(d)
Analytical requirements for organic contaminants. Analytical
procedures shall be performed in accordance with §290.119 of this title
(relating to Analytical Procedures). Testing for organic contaminants shall
be performed at a laboratory certified by the
executive director
[
(e)
Reporting requirements for organic contaminants.
Upon the request of the executive director, the owner or operator of a public
water system must provide the executive director with a copy of the results
of any test, measurement, or analysis required by this subsection. The copies
must be submitted within ten days of the request or within ten days of their
receipt by the public water system, whichever is later. The copies must be
mailed to the Texas Natural Resource Conservation Commission, Water Supply
Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087.
[
(f)
Compliance determination for organic contaminants. Compliance
with the MCLs of subsection (b)(1) and (2) of this section shall be determined
based on the analytical results obtained at each
entry
point [
(1)
For systems which are sampling more than once a year, compliance
is determined by a running annual average of all samples taken at each
entry
point [
(2)
For systems which are sampling once a year or less, compliance
is based on a single sample. If the level of a contaminant at any
entry
point [
(3)
(No change.)
(g)
Public notification requirements for organic contaminants.
A public water system that violates the requirements of this section must
notify the
executive director
[
(1)
A system that violates an MCL given in subsection (b) of
this section, shall report to the
executive director
[
(2)
(No change.)
(h)
Best available technology (BAT) for organic contaminants.
BAT
[
§290.108. Radionuclides Other than Radon [
(a)
Applicability. All community [
(b)
(No change.)
(c)
Monitoring requirements. Public water systems shall measure
the concentration of radiochemicals at locations and frequencies specified
in the system's monitoring plan. All samples must be collected during normal
operating conditions.
(1) - (2)
(No change.)
(3)
The radiochemicals identified in this
section shall be sampled at a sampling site representing the entry point to
the distribution system.
(d)
Analytical requirements for radiological contaminants.
Analytical procedures shall be performed in accordance with §290.119
of this title (relating to Analytical Procedures). Testing for radiological
contaminants shall be performed at a laboratory certified by the
executive
director
[
(e)
Reporting requirements.
Upon the request of the executive
director, the owner or operator of a public water system must provide the
executive director with a copy of the results of any test, measurement, or
analysis required by this subsection. The copies must be submitted within
ten days of the request or within ten days of their receipt by the public
water system, whichever is later. The copies must be mailed to the Texas Natural
Resource Conservation Commission, Water Supply Division, MC 155, P.O. Box
13087, Austin, Texas 78711-3087.
[
(f)
(No change.)
(g)
Public notification. A public water system that violates
the requirements of this subsection must notify the
executive director
[
(1)
A public water system that violates the MCL for gross alpha
particle activity or total radium shall give notice to the
executive
director
[
(2)
The operator of a community water system that violates
the MCL for man-made radioactivity shall give notice to the
executive
director
[
(3)
(No change.)
§290.109.Microbial Contaminants.
(a)
(No change.)
(b)
Maximum contaminant levels
(MCL)
for microbial
contaminants. The MCL for microbial contaminants if based on the presence
or absence of total coliform bacteria in a sample.
(1) - (2)
(No change.)
(c)
Monitoring requirements for microbial contaminants. Public
water systems shall collect samples for total coliform and for fecal coliform
or
Escherichia coli
. All compliance samples
must be collected during normal operating conditions.
(1) - (4)
(No change.)
(5)
Culture analysis. If any routine or repeat sample is total
coliform-positive, that total coliform-positive culture medium will be analyzed
to determine if fecal coliforms or
E. coli
bacteria are present. If fecal coliforms or
E. coli
are present, the system must notify the
executive director
[
(d)
Analytical requirements for microbial contaminants. Analytical
procedures shall be performed in accordance with §290.119 of this title
(relating to Analytical Procedures). Testing for microbial contaminants shall
be performed at a laboratory certified by the
executive director
[
(e)
Reporting requirements for microbial contaminants.
Upon the request of the executive director, the owner or operator of a public
water system must provide the executive director with a copy of the results
of any test, measurement, or analysis required by this subsection. The copies
must be submitted within ten days of the request or within ten days of their
receipt by the public water system, whichever is later. The copies must be
mailed to the Texas Natural Resource Conservation Commission, Water Supply
Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087.
[
(f)
(No change.)
(g)
Public notification for microbial contaminants. A system
that is out of compliance with the requirements described in this section
must notify the public using the procedures described in §290.122 of
this title [
(1)
(No change.)
(2)
A public water system that has fecal coliforms or
(3)
A public water system which commits an MCL violation must
report the violation to the
executive director
[
(4)
A public water system which has failed to comply with a
coliform monitoring requirement must report the monitoring violation to the
executive director
[
§290.110.Disinfectant Residuals.
(a)
(No change.)
(b)
Minimum and maximum acceptable disinfectant concentrations.
Public water systems shall provide the minimum levels of disinfectants in
accordance with the provisions of this section. Public water systems shall
not exceed the maximum residual disinfectant
levels
[
(1) - (4)
(No change.)
(5)
The running annual average of the free chlorine or chloramine
residual of the water within the distribution system shall not exceed an MRDL
of 4.0 mg/L.
(A)
(No change.)
(B)
Effective January 1, 2004,
all community water systems
and nontransient, noncommunity water
systems [
(c)
Monitoring requirements. Public water systems shall monitor
the performance of the disinfection facilities to ensure that appropriate
disinfectant levels are maintained. All monitoring conducted pursuant to the
requirements of this section must be conducted at sites designated in the
public water system's monitoring plan.
(1) - (4)
(No change.)
(5)
Public water systems shall monitor the disinfectant residual
at various locations throughout the distribution system.
(A)
Public water systems
which
must [
(B)
Public water systems
that
[
(C)
Public water systems using surface water
sources or groundwater under the influence of surface water must monitor the
disinfectant residual tests at least once per day at representative locations
in the distribution system.
(D)
[
(d)
(No change.)
(e)
Reporting requirements. Any owner or operator of a public
water system subject to the provisions of this section is required to report
to the
executive director
[
(1)
Systems exceeding the MRDL for chlorine dioxide in subsection
(b)(3) of this section must report the exceedance to the
executive director
[
(2)
Public water systems that use surface water sources or
groundwater sources under the direct influence of surface water must submit
a Monthly Operating Report for Surface Water Treatment Plants each month.
Until January 1, 2001, systems must submit
commission
[
(3)
Public water systems that use chlorine dioxide must submit
a
Chlorine Dioxide Monthly Operating Report (commission Form 0690)
[
(4)
(No change.)
(5)
Monthly and quarterly reports required by this section
must be submitted to the Texas Natural Resource Conservation Commission,
Water Supply Division
[
(f)
Compliance determinations. Compliance with the requirements
of this section shall be determined using the following criteria.
(1) - (3)
(No change.)
(4)
A public water system that uses surface water sources or
groundwater sources under the direct influence of surface water and fails
to meet the requirements of subsection (b)(1) or (2) of this section for a
period longer than four consecutive hours commits a nonacute treatment technique
violation. A public water system that fails to conduct the additional testing
required by subsection (c)(1)(C) and
(c)(2)(B)(iii)
[
(5) - (8)
(No change.)
(9)
If a public water system's failure to monitor makes it
impossible to determine compliance with the MRDL for chlorine or chloramines,
the system commits an MRDL violation
for the entire period covered by
the annual average
.
(g)
Public notification requirements. The owner or operator
of a public water system that violates the requirements of this section must
notify the
executive director
[
(1)
A public water system that fails to meet the requirements
of subsection (b)(3) of this section, shall notify the
executive director
[
(A)
(No change.)
(B)
A public water system that has a non-acute violation of
the MRDL for chlorine dioxide must notify the customers in accordance with
the requirements of §290.122(b) of this title [
(2)
A public water system that uses surface water sources or
groundwater sources under the direct influence of surface water and fails
to meet the minimum disinfection requirements of subsection (b)(1) or
(2)
[
(3)
(No change.)
(4)
A public water system that fails to meet the requirements
of subsection (b)(5) of this section shall notify the
executive director
[
(5)
A public water system which fails to conduct the monitoring
required by this section must notify its customers of the violation in accordance
with the requirements of §290.122(c) of this title.
§290.111.Turbidity.
(a)
(No change.)
(b)
Treatment technique requirements for turbidity. The filtration
techniques used by public water systems treating surface water or groundwater
under the direct influence of surface water must ensure the system meets the
following treatment technique requirements and criteria.
(1)
Through December 31, 2001, the treatment process used by
public water systems treating surface water or groundwater under the direct
influence of surface water must achieve at least a 3-log removal or inactivation
of
Giardia lamblia
cysts and a 4-log removal
or inactivation of viruses before the water is supplied to any consumer. The
executive director may require additional levels of treatment in cases of
poor source water quality.
(A)
Treatment plants using conventional media filtration must
achieve the following turbidity levels.
(i)
(No change.)
(ii)
The turbidity level of the combined filter effluent must
be 0.5 NTU or less in at least 95%
of
[
(B)
(No change.)
(2) - (3)
(No change.)
(c)
(No change.)
(d)
Analytical requirements for turbidity. All monitoring required
by this section must be conducted by a facility approved by the executive
director and using methods that conform to the requirements of §290.119
of this title [
(1)
Turbidity must be measured with turbidimeters that use
EPA Method 180.1 and Standard Method 2130B
[
(2) - (4)
(No change.)
(e)
Reporting requirements for turbidity. Public water systems
shall properly complete and submit periodic reports to demonstrate compliance
with this section.
(1)
A public water system that has a turbidity level exceeding
1.0
[
(2)
Public water systems which use surface water sources or
groundwater sources under the direct influence of surface water, must submit
a Monthly Operating Report for Surface Water Treatment Plants each month.
Until January 1, 2001, systems must submit
commission
[
(3)
Public water systems that must complete the additional
monitoring required by subsection (c)(5)(A) of this section must submit a
Filter Profile Report for Individual Filters
(commission Form 10276)
with their Monthly Operating Report for Surface Water Treatment Plants.
(4)
Public water systems that must complete the additional
monitoring required by subsection (c)(5)(B) of this section must submit a
Filter Assessment Report for Individual Filters
(commission Form 10277)
with their Monthly Operating Report for Surface Water Treatment Plants.
(5)
Public water systems that must complete the additional
monitoring required by subsection (c)(5)(C) of this section must submit a
Request for Compliance CPE
(commission Form 10278)
with their Monthly
Operating Report for Surface Water Treatment Plants.
(6)
Periodic reports required by this section must be submitted
to the Texas Natural Resource Conservation Commission,
Water Supply Division
[
(f)
(No change.)
(g)
Public notification for turbidity. The owner or operator
of a public water system that violates the requirements of this section must
notify the
executive director
[
(1)
A public water system that has a turbidity level exceeding
5.0 NTU in the combined filter effluent shall notify the
executive director
[
(2)
A public water system that fails to meet the treatment
technique requirements of subsection (b)(1) or (2) of this section shall notify
the
executive director
[
(3)
(No change.)
§290.112.Total Organic Carbon (TOC).
(a)
(No change.)
(b)
Treatment technique. Systems must achieve the Step 1 removal
requirements in paragraph (1) of this subsection, meet one of the alternative
compliance criteria described in paragraph (2) of this subsection, or apply
for the alternative Step 2 removal requirements described in paragraph (3)
of this subsection.
(1) - (2)
(No change.)
(3)
If a system fails to meet the Step 1 TOC removal requirement
required by paragraph (1) of this subsection and does not meet one of eight
alternative compliance criteria described in paragraph (2) of this subsection,
the system must apply to the
executive director
[
(A)
(No change.)
(B)
The system must submit the results of the Step 2 jar testing
to the
executive director
[
(C)
(No change.)
(c)
TOC monitoring requirements. Systems must conduct required
TOC monitoring during normal operating conditions at sites and at the frequency
designated in the system's monitoring plan.
(1)
Systems must monitor for TOC and alkalinity in the source
water prior to any treatment.
Between one and eight hours after
[
(2) - (5)
(No change.)
(d)
(No change.)
(e)
Reporting requirements for TOC. Systems treating surface
water or groundwater under the direct influence of surface water shall properly
complete and submit periodic reports to demonstrate compliance with this section.
(1)
The reports must be submitted to the Texas Natural Resource
Conservation Commission,
Water Supply Division
, [
(2)
(No change.)
(3)
A system that does not meet the Step 1 removal requirements
must submit a Request for Alternate TOC Requirements at least 15 days before
the end of the quarter.
(A) - (E)
(No change.)
[(F)
If the system meets alternative compliance
criterion Number 9, subsection (b)(2)(I) of this section, the system must
report the running annual average TTHM and HAA5 concentrations as determined
under the requirements of §290.113 of this title (relating to Disinfection
By-products (TTHM and HAA5)).]
(F)
[
(f)
(No change.)
(g)
Public Notification. A public water system that violates
the treatment technique requirements of this section must notify the
executive director
[
(1)
A public water system that commits a TOC treatment technique
violation shall notify the
executive director
[
(2)
(No change.)
§290.113.Disinfection By-products (TTHM and HAA5).
(a)
Applicability for TTHM and HAA5. All community and nontransient,
noncommunity water systems shall comply with the requirements of this section.
(1)
(No change.)
(2)
Effective January 1, 2004,
all
community and
nontransient, noncommunity public water systems [
(3) - (4)
(No change.)
(b) - (c)
(No change.)
(d)
Analytical requirements for TTHM and HAA5. Analytical procedures
required by this section shall be performed in accordance with §290.119
of this title (relating to Analytical Procedures). Testing for TTHM and HAA5
shall be performed at a laboratory certified by the
executive director
[
(e)
Reporting requirements for TTHM and HAA5.
Upon the
request of the executive director, the owner or operator of a public water
system must provide the executive director with a copy of the results of any
test, measurement, or analysis required by this subsection. The copies must
be submitted within ten days of the request or within ten days of their receipt
by the public water system, whichever is later. The copies must be mailed
to the Texas Natural Resource Conservation Commission, Water Supply Division,
MC 155, P.O. Box 13087, Austin, Texas 78711-3087.
[
(f)
Compliance determination for TTHM and HAA5. Compliance
with the provisions of this section shall be determined as follows.
(1) - (6)
(No change.)
(7)
If a public water system's failure to monitor makes it
impossible to determine compliance with the MCL for TTHM or HAA5, the system
commits an MCL violation
for the entire period covered by the annual
average
.
(g)
Public Notification Requirements for TTHM and HAA5. A public
water system that violates the
treatment technique
requirements
of this section must notify the
executive director
[
(1)
A
public water
system that violates an MCL given
in subsection (b)(1) or (2) of this section shall report to the
executive
director and the water system customers in accordance with the requirements
of
[
(2)
(No change.)
§290.114. Other Disinfection By-products (Chlorite and Bromate) [
(a)
Chlorite. All community and nontransient noncommunity public
water systems that use chlorine dioxide must comply with the requirements
of this subsection.
(1) - (2)
(No change.)
(3)
Analytical requirements for chlorite. Analytical procedures
required by this section shall be performed in accordance with the requirements
of §290.119 of this title (relating to Analytical Procedures).
(A) - (B)
(No change.)
(C)
Beginning January 1, 2002, the chlorite concentration of
the water within the distribution system must be analyzed using ion chromatography
at a facility certified by the
executive director
[
(4)
Reporting requirements for chlorite. Public water systems
that are subject to the provisions of this subsection must provide the executive
director with the results of any test, measurement, or analysis required by
this section [
(A)
Systems using chlorine dioxide must submit a Chlorine Dioxide
Monthly Operating Report
(commission Form 0690) by the tenth day of
the month following the end of the reporting period.
[
(B)
Upon the request of the executive director, systems
shall provide the executive director with a copy of the results of any chlorite
test, measurement, or analysis required by §290.114(a)(2)(B) of this
title within ten days following receipt of the results of such test, measurement,
or analysis.
[
(C)
Reports and analytical results must be
mailed to the Texas Natural Resource Conservation Commission, Water Supply
Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087.
(5)
(No change.)
(6)
Public notification requirements for chlorite. A public
water system that violates the requirements of this subsection must notify
the
executive director
[
(A)
A public water system that violates the MCL for chlorite
shall notify the
executive director
[
(B)
(No change.)
(b)
Bromate. Community and nontransient, noncommunity public
water systems that use ozone must comply with the requirements of this subsection
beginning on January 1, 2002.
(1) - (3)
(No change.)
(4)
Reporting requirements for bromate. Upon
the request of the executive director, the owner or operator of a public water
system must provide the executive director with a copy of the results of any
test, measurement, or analysis required by this subsection. The copies must
be submitted within ten days of the request or within ten days of their receipt
by the public water system, whichever is later. The copies must be mailed
to the Texas Natural Resource Conservation Commission, Water Supply Division,
MC 155, P.O. Box 13087, Austin, Texas 78711-3087.
(5)
[
(A)
A system that fails to monitor in accordance with this
section commits a monitoring violation. Failure to monitor will be treated
as a violation for the entire period covered by the annual average.
(B)
A public water system that fails to report the results
of the monitoring tests required by this subsection commits a reporting violation.
(C)
A public water system violates the MCL for bromate if,
at the end of any quarter, the running annual average of monthly averages,
computed quarterly, exceeds the maximum contaminant level specified in paragraph
(1) of this subsection.
(6)
[
(A)
A public water system that violates the MCL for bromate
shall notify the customers in accordance with the requirements of §290.122(b)
of this title (relating to Public Notification).
(B)
A public water system which fails to conduct the monitoring
required by this subsection must notify its customers of the violation in
accordance with the requirements of §290.122(c) of this title.
§290.115.Transition Rule for Disinfection By-products (TTHM) .
(a) - (b)
(No change.)
(c)
Sampling and analytical requirements for
TTHM
[
(1)
(No change.)
(2)
For all community water systems utilizing surface water
sources in whole or in part, and for all water systems utilizing only groundwater
sources that have not been determined to qualify for the reduced monitoring
requirements of paragraph (4) of this subsection, analyses for total trihalomethanes
shall be performed on at least four samples of water per quarter from each
treatment plant used by the system. At least 25% of the samples shall be taken
at locations within the distribution system reflecting the maximum residence
time of the water in the system. The remaining 75% shall be taken at representative
locations in the distribution system, taking into account number of persons
served, different sources of water, and different treatment methods employed.
The results of all analyses per quarter shall be arithmetically averaged and
reported to the
executive director
[
(3)
Upon the written request of a community water system, the
monitoring frequency required by paragraph (2) of this subsection may be reduced
by the
executive director
[
(A) - (B)
(No change.)
(4)
Upon the written request to the
executive director
[
(A) - (C)
(No change.)
(5)
Compliance with the MCL of 0.10
mg/L
[
(6)
Before a community water system makes any significant modification
to its existing treatment process for the purpose of achieving compliance
with this subsection, the system must submit and obtain approval from the
executive director
[
(7)
All analyses for determining compliance with the provisions
of this section shall be performed in accordance with §290.119 of this
title (relating to Analytical Procedures) at a laboratory certified by the
executive director
[
(8)
Upon the request of the executive director,
the owner or operator of a public water system must provide the executive
director with a copy of the results of any test, measurement, or analysis
required by this subsection. The copies must be submitted within ten days
of the request or within ten days of their receipt by the public water system,
whichever is later. The copies must be mailed to the Texas Natural Resource
Conservation Commission, Water Supply Division, MC 155, P.O. Box 13087, Austin,
Texas 78711-3087.
§290.117.Regulation of Lead and Copper.
(a)
General requirements
.
(1)
(No change.)
(2)
Compliance - The water system is not in compliance if it
fails to meet any reporting, monitoring, public education, or other requirement
in this section relating to the regulation of lead and/or copper.
(A)
All applicable water systems shall determine compliance
based on monitoring and reporting requirements for lead and copper established
in this section or contained in 40
Code of Federal Regulations (CFR)
[
(B)
Failure to [
(3)
Action levels for lead and copper are 0.015
mg/L
[
(b)
Sample
Site Selection and
Materials
[
(1)
By the applicable date for commencement of tap sample monitoring,
each system shall complete a materials survey of its distribution system to
identify a pool of tap sampling sites that meet the requirements of this section.
All first draw tap samples are to be collected from this pool of sites. Sampling
sites may not include faucets that have point-of-use or
entry point
[
(2)
Information for conducting a materials survey and selecting
sampling sites are provided to each system by the
executive director
[
(3)
A system that does not have enough Tier
1, 2, or 3 sites, as set forth in 40 CFR §141.86, must use other representative
sites to complete its sampling pool. A representative site is one that uses
plumbing materials commonly found at other sites to which the system provides
water.
(c)
Tap sampling.
(1)
A first draw tap sample means a one liter
or one quart
sample of tap water collected from a cold water, frequently used interior
tap, after the water has been standing in the plumbing for at least six hours
and is collected without first flushing the tap.
The kitchen cold water
faucet is the preferred sampling tap at residential sites.
It is recommended
that the water not be allowed to stand in the plumbing for more than 18 hours
prior to
a sample
collection.
(2)
A sample
[
(3)
A water system shall collect each tap sample from the same
sampling site from which it collected a previous sample. If this is not possible,
the water system shall provide a
written explanation to the
executive
director
[
(4)
(No change.)
(5)
[
(6) - (7)
(No change.)
(8)
A new community or nontransient noncommunity water
system begins the
[
Figure: 30 TAC §290.117(c)(8) (No change.)
(d)
Computing 90th Percentile Lead and Copper Levels - Determination
of 90th percentile levels shall be obtained by ranking the results of lead
and copper samples collected during a monitoring period in ascending order
(lowest concentration equal sample Number 1; highest concentration equal sample
Numbers 10, 20, 30, 40, 50, etc), up to the total number of samples collected.
The number of samples collected during the monitoring period shall be multiplied
by 0.9 and the concentration of lead and copper in the numbered sample yielded
by this calculation is the 90th percentile sample contaminant level. The system
is in compliance with the lead and/or copper action levels if the 90th percentile
sample contaminant level is equal to or less than the action levels specified
in
subsection (a)(3)
[
(e)
Reduced tap monitoring.
(1) - (3)
(No change.)
(4)
Any system that the 90th percentile lead level is
greater than 0.005 mg/L and/or the 90th percentile copper level is greater
than 0.65 mg/L during either of the two initial six-month monitoring periods
must conduct two annual rounds of reduced monitoring the two calendar years
following the completion of initial tap sampling.
[
(5)
Any system that demonstrates during the two initial
six-month monitoring periods that the 90th percentile lead level is less than
or equal to 0.005 mg/L and the 90th percentile copper level is less than or
equal to 0.65 mg/L shall have the required frequency of sampling reduced to
once every three years and at the reduced number of sampling sites shown in
subsection (c)(6) of this title, Table Number 1
. [
(f)
Invalidation of lead or copper tap samples.
(1)
A sample invalidated under this subsection does not count
toward determining lead or copper 90th percentile levels or toward meeting
the minimum number of tap sample requirements.
(2)
The executive director may invalidate a lead or copper
tap sample if one of the following conditions is met.
(A)
The laboratory establishes that an analytical error has
occurred or that an analytical method requirement has been violated.
(B)
The executive director determines that the sample was taken
from an inappropriate site.
(C)
The sample was damaged in transit.
(D)
The executive director determines that the sample was subject
to tampering.
(3)
The water system must provide written documentation to
the executive director for samples the water system believes should be invalidated.
(4)
The water system must collect replacement samples for any
samples invalidated under this section. Any such replacement samples must
be collected as soon as possible, but no later than ten days after receiving
notification of sample invalidation from the executive director.
(g)
Monitoring waivers for small water systems.
(1)
Small water system monitoring waivers approved by the executive
director prior to January 1, 2002, shall remain in effect subject to the provisions
of paragraph (2)(E) of this subsection.
(2)
Any water system serving a population of less than 501
people that meets the criteria of subparagraphs (A) and (B) of this paragraph
may apply to the executive director to reduce the frequency of monitoring
for lead and copper to once every nine years.
(A)
The water system must demonstrate on the lead/copper sampling
site selection form that its distribution system and the service lines and
all drinking water supply plumbing, including plumbing conveying drinking
water within all residences and buildings connected to the system, are free
of lead- containing materials and/or copper-containing materials to demonstrate
the risk from lead and/or copper exposure is negligible throughout the water
system.
(B)
The water system must have completed at least one six-month
series of initial tap water monitoring for lead and copper and have demonstrated
that its 90th percentile lead level does not exceed 0.005 mg/L and the 90th
percentile copper level does not exceed 0.65 mg/L.
(C)
The executive director shall provide the water system with
a waiver application setting forth the basis and conditions of the waiver
after meeting the requirements of subparagraphs (A) and (B) of this paragraph.
(D)
The executive director shall not issue any "partial waivers"
for lead and copper monitoring.
(E)
If a water system with a waiver adds a new source of water,
changes any water treatment or no longer meets the requirements of subparagraph
(A) of this paragraph, the water system must notify the executive director
in writing within 60 days of the change. The executive director has the authority
to add or modify the monitoring waiver conditions, if modifications are necessary
to address changes that have occurred since approving the original waiver
application.
(h)
[
(1)
Water quality parameters.
(A)
All large water systems (serving populations greater than
50,000) are required to conduct water quality parameters (WQP) monitoring
beginning with the initial period of first draw tap samples and continuing
until corrosion control is optimized.
(B)
All medium and small
water
systems (serving
populations of 3,301 to 50,000 and less than 3,301, respectively) that exceed
the lead or copper action level shall conduct WQP monitoring beginning in
the first calendar quarter following the
calendar quarter in which the
commission officially notified the water system of its exceedance status and
shall
[
(C)
WQP monitoring shall be conducted quarterly for the following
parameters: pH; alkalinity; calcium; conductivity; water temperature; orthophosphate
(when an inhibitor containing a phosphate compound is used); and silica (when
an inhibitor containing a silicate compound is used). Temperature and pH must
be measured at the sampling site at the same time of sample collection.
(D)
Large
water
systems must conduct WQP monitoring
at all entry points and at the number of distribution sites specified in
subsection (c)(8) of this title,
Table Number
2
[
Figure: 30 TAC §290.117(h)(1)(D)
[
(E)
WQP distribution sites (exclusive of entry points) may
be sites normally used for bacteriological monitoring and samples need not
be collected inside the home. These sites shall be representative of water
quality throughout the distribution system.
(F)
After corrosion control treatment is installed, water quality
parameters shall be measured at the initial number of distribution sites as
indicated in
subsection (c)(8) of this section,
Table Number
2
[
(G)
WQP monitoring after corrosion control treatment is installed
shall be conducted for the following parameters: pH; alkalinity; orthophosphate
(when an inhibitor containing a phosphate compound is used); silica (when
an inhibitor containing a silicate compound is used); and calcium (when calcium
carbonate stabilization is used as part of the treatment). These parameters
must be measured at all
entry
points [
(H)
Any
large
water system that maintains the range
of values for WQP's reflecting optimum corrosion control as approved by the
executive director for one-year may collect quarterly distribution samples
at the reduced number of distribution sites indicated in
subsection (c)(8)
of this section,
Table Number
2
[
(I)
Any
large
water system that reflects optimal
corrosion control treatment during three consecutive years may reduce the
frequency at which it collects distribution samples for applicable WQP's to
annually.
(J)
Any
large
water system that reflects optimal
corrosion control treatment during three consecutive years of annual WQP distribution
monitoring may reduce the frequency at which it collects the number of WQP
distribution samples for applicable WQP's to once every three years.
Additionally, the last two consecutive tap sample monitoring periods must
have a 90th percentile lead value of less than or equal to 0.005 mg/L and
a 90th percentile copper value of less than or equal to 0.65 mg/L. The water
system must also have maintained the range of values for WQP's reflecting
optimal corrosion control as specified in that system's state approved corrosion
control study.
(K)
Water quality parameter testing must be conducted at a
laboratory that uses the methods described in 40 CFR §141.89, and it
is the responsibility of the water system to collect, submit and report these
values. If a water system fails to meet the WQP values or ranges specified
by the executive director, it is out of compliance with this section. WQP
values may be confirmed by the system in accordance with 40 CFR §141.82(g).
The state requires that the values be reported, but is not responsible for
supplying sample bottles and testing services to the water system.
(L)
Any water system subject to the reduced monitoring frequency
that fails to operate within the approved range of WQP values shall resume
distribution sampling in accordance with the number and frequency requirements
in subparagraph (F) of this paragraph.
(M)
A water system conducting WQP monitoring
may limit entry point sampling to each official entry point as designated
in the database for SDWA compliance sampling. The water system must monitor
WQP's at all entry points regardless of whether corrosion control treatment
is required at all entry points or not. The water system must inform the executive
director of the identity of treated and non-treated entry points and their
seasonal use, if any, and demonstrate that the WQP's represent water quality
and treatment conditions throughout the system.
(N)
Any large water system subject to reduced
monitoring frequency (which has completed installation of approved corrosion
control treatment as proposed in the system's corrosion control study) that
fails to operate at or above the minimum range of values the system proposed
for more than nine days in a six-month period shall resume distribution WQP
sampling in accordance with the number and frequency requirements in subsection
(h) of this section. The system may resume distribution WQP sampling at the
reduced number of sites as specified in subsection (h) of this section after
completing two consecutive six-month periods of distribution WQP sampling
at the original frequency and then may follow the subparagraphs (H) and (J)
of this paragraph.
(O)
Large water systems shall monitor applicable
WQP's every calendar quarter beginning after installation of corrosion control
treatment approved by the executive director. Small and medium water systems
shall monitor WQP's every calendar quarter while the system is in exceedance
status. The executive director will issue a reporting waiver to small and
medium systems for WQP's after the system completes two follow up rounds of
tap sampling without exceeding either the lead or copper action level. The
water system will continue to collect and record certain crucial parameters
that will be available for inspection. If a small or medium water system exceeds
the lead or copper action level during a reduced tap monitoring round (summer
monitoring), the system shall conduct WQP monitoring until the exceedance
status is resolved.
(P)
The commission will not designate WQP
ranges for any large water system that did not exceed 0.005 mg/L at the 90th
percentile for lead during either initial tap sampling round. The commission
will not designate WQP ranges for any small or medium water system that never
exceeded the lead or copper action level at the 90th percentile during either
initial tap sampling round or any reduced monitoring tap sampling round. Systems
that must conduct WQP monitoring shall submit proposed WQP ranges for the
executive director's approval.
(Q)
Using WQP's proposed by the water system
or its representatives, the commission will issue an approval letter if the
corrosion control study and treatment proposed meet the requirements of this
rule. Water systems will operate within the approved WQP ranges at all times
and will conduct lead and copper tap sampling under the requirements in subsection
(c) of this section and WQP reporting in this paragraph.
(2)
Entry point water sampling.
(A)
Entry point water sampling for lead and copper shall be
conducted by systems that exceed the lead or copper action levels [
(B)
The executive director shall complete an evaluation of
all entry point water sample results, along with the corrosion control study,
to determine if source water treatment is necessary. If source water treatment
is deemed necessary by the executive director, the system must install it
in accordance with the scheduling requirements specified in 40 CFR §141.83(a).
(C)
Any system that installs entry point water treatment shall
collect an additional round of source water samples as described in subparagraph
(A) of this paragraph during two consecutive six-month periods within 36 months
after source water treatment begins.
(D)
The monitoring frequency for lead and copper in source
water, after the executive director determines that source water treatment
is not required, or after the executive director has specified the maximum
permissible source water levels for lead and copper, shall be in accordance
with inorganic chemical monitoring practices and procedures as stated in §290.106
of this title (relating to Inorganic Contaminants).
(E)
Reduced source water monitoring procedures as specified
in 40 CFR §141.88(e) for lead and copper will be followed by the executive
director. [
(F)
All water systems shall notify the executive
director in writing of any proposed change in treatment or the addition or
deletion of a source of water. The executive director may require any such
system to conduct additional monitoring or to take other action the executive
director deems appropriate to ensure that such systems maintain minimal levels
of corrosion in the distribution system.
(i)
[
(1)
A water system that exceeds the lead action level
at the 90th percentile tap sample
[
(2)
A community water system
serving 3,301 or more people
shall
[
(A)
insert
[
(B)
submit
[
(C)
deliver
[
(D)
submit
[
(E)
a
[
(F)
a community water system serving 500 or fewer people
may omit the tasks contained in subparagraphs (B) - (D) of this paragraph;
[
(G)
all community water systems must repeat
the public education requirements at least once during each calendar year
for as long as the system exceeds the lead action level; and
(H)
if no lead service lines exist anywhere
in the water system service area, all community water systems may delete information
pertaining to lead service lines, and any additional information presented
by a water system in the public education material shall be consistent with
the information in 40 CFR §141.85(a) and be written in easily understood
language.
(3)
A nontransient noncommunity water system must within 60
days of notification by the executive director deliver the public education
materials in 40 CFR
§141.85(a)(2)
[
(A)
post
informational
posters on lead in drinking
water in a public place or common area in each of the buildings served by
the system;
(B)
distribute informational pamphlets
and/or
[
(C)
a water system may delete or modify language relating
only to community water systems that is not relevant to its particular facility;
and
[
(D)
a water system must repeat the tasks in
subparagraphs (A) and (B) of this paragraph at least once during each calendar
year for as long as the water system exceeds the lead action level.
(4)
A water system may discontinue delivery of public education
materials if the system has met the lead action level during the most recent
six-month monitoring period. Such a system shall recommence public education
in accordance with this section if it subsequently exceeds the lead action
level during any monitoring period.
(5)
A water system that fails to meet the lead action level
as stated in subsection (a)(3) of this section shall make available to any
customer who requests it, information as to how and where water samples may
be submitted for lead and copper analysis.
(j)
[
(1)
All applicable water systems shall install and operate
optimal corrosion control treatment, which means the corrosion control treatment
that minimizes lead and copper concentrations at users' taps while insuring
that the treatment does not cause the system to violate any other drinking
water standard.
All large water systems that exceeded 0.005 mg/L lead
at the 90th percentile during initial monitoring or any system that exceeded
the lead or copper action level at the 90th percentile during any tap monitoring
sampling round and that has installed corrosion control treatment with approved
WQP ranges, must operate and maintain optimal corrosion control within those
ranges. Compliance periods for this paragraph are two six-month periods, January
1 to June 30, and July 1 to December 31. A water system is out of compliance
with this subsection for a six-month period if the water system has WQP excursions
for any approved range for more than nine consecutive days. An excursion occurs
whenever the daily value for one or more WQPs's measured at a sampling location
is below the minimum value or outside the range approved by the executive
director. The executive director has the discretion to delete results of obvious
sampling errors from this calculation. Daily values are calculated as follows:
(A)
water systems that collect more than one
WQP measurement in one day must record the daily value as an average of all
WQP values collected during the day regardless of whether the measurements
are collected through continuous monitoring, grab sampling, or a combination
of both;
(B)
on days when only one measurement for
the WQP is collected at the sampling location, the daily value shall be the
result of that measurement; and
(C)
on days when no measurement is collected
for the WQP at the sampling location, the daily value last calculated on the
most recent day shall serve as the daily value.
(2)
Large water systems (serving greater than 50,000 people)
are required to conduct corrosion control studies unless they can demonstrate
that corrosion control is already optimized to the satisfaction of the executive
director. If required to conduct a corrosion control study, a large
water
system must complete it by July 1, 1994, and the executive director
shall designate optimal corrosion control treatment and parameters by January
1, 1995. The
water
system shall install corrosion control treatment
by January 1, 1997. Large
water
systems that exceed lead and/or
copper action levels must conduct a demonstration study as described in paragraph
(4)(B) of this subsection.
If a large water system exceeds either the
lead or copper action level during a reduced tap sampling monitoring round,
it will adhere to the schedule specified in the paragraph for medium systems,
with time periods for completing each step being triggered by the date the
executive director notifies the water system that it has exceeded an action
level.
(3)
Small and medium water systems (serving fewer than 3,301
or serving between 3,301 and 50,000 people, respectively) are deemed to have
optimized corrosion control if the
water
system meets the lead
and copper action levels during each of two consecutive six-month monitoring
periods. These systems will be required to conduct a desk-top corrosion control
study to optimize corrosion control if at anytime the 90th percentile action
level for lead and/or copper is exceeded. The study must be conducted and
submitted within 18 months after exceedance notification by the executive
director for medium-sized water systems and within 24 months after exceedance
notification for small water systems.
If a small or medium water system
exceeds either the lead or copper action level during a reduced tap sampling
monitoring round, it will adhere to the schedule specified in the paragraph
for small and medium systems, with time periods for completing each step being
triggered by the date the executive director notifies the system that it has
exceeded an action level.
(4)
Performance for corrosion control studies.
(A)
Any public water system performing a corrosion control
study shall evaluate the effectiveness of each of the following treatments
(or combinations of treatments) to identify the optimal control treatment:
(i)
alkalinity and pH adjustments;
(ii)
calcium hardness adjustment; and
(iii)
addition of phosphate or silicate corrosion inhibitor.
(B)
The water system shall conduct this evaluation using either
pipe rig/loop tests, metal coupon tests, partial systems tests (demonstration
study), or analyses based on treatments in documented analogous systems (desk-top
study). Analogous system means a system of similar size, water chemistry,
and distribution system configuration.
(C)
The water system shall measure the parameters listed in
subsection
(h)(1)(C)
[
(D)
On the basis of the evaluation stated in paragraph (4)(A)
and (B) of this subsection, the water system shall recommend to the
executive director
[
(E)
The executive director will, within six months after submittal
of the corrosion control study by the water system, review the study and designate
optimal corrosion control treatment and parameters.
(F)
The water system shall install optimal corrosion control
treatment within 24 months after the executive director designates optimal
corrosion control treatment and notifies the
water
system.
(G)
Large
water
systems that install corrosion control
treatment shall conduct first-draw lead and copper tap sample monitoring as
an initial monitoring during each of two consecutive six-month periods by
January 1, 1998. Small and medium
water
systems shall complete
the above stated monitoring within 36 months after the executive director
designates optimal corrosion control treatment. Small and medium
water
systems are deemed to have optimized corrosion control if action levels
for lead and copper are not exceeded in two rounds of subsequent tap sample
monitoring. Large
water
systems are deemed to have optimized corrosion
control if they have demonstrated through first-draw tap monitoring conducted
after treatment installation and water quality parameter sampling conducted
in compliance with standards set by the executive director for optimum corrosion
control that they are operating within executive director-designated parameters.
(H)
Any system that has installed corrosion control treatment
and demonstrates optimal corrosion control and operates in compliance with
the executive director-designated optimal water quality parameters, may conduct
reduced tap sampling as described in subsection (e) of this section, when
written permission is granted by the executive director after the executive
director has evaluated all pertinent data. Systems that do not meet the action
levels for lead and copper after installing corrosion control treatment must
continue to operate in accordance with WQP requirements established by the
executive director and follow procedures specified in subsection (e)(4) of
this section.
(I)
The executive director may modify, upon his own initiative
or in response to a water system request or a request from interested parties,
his designated corrosion control treatment or parameters. The request and
executive director response pursuant to modification shall be in writing.
(5)
Optimization of corrosion control.
(A)
Any water system may be deemed by the executive director
to have optimized corrosion control treatment if the system demonstrates,
to the satisfaction of the executive director, that it has conducted activities
equivalent to the corrosion control steps listed in paragraph (4) of this
subsection.
(B)
Any large water system is deemed to have optimized corrosion
control if it submits results of lead and copper tap water monitoring and
entry point water monitoring in accordance with this section which demonstrates
for two consecutive six-month monitoring periods that the 90th percentile
tap sample lead level is less than 0.005
mg/L
[
(k)
[
(1)
Systems that fail to meet the lead action level
during
follow-up
[
[(2)
If the system is in violation for failure
to install source water or corrosion control treatment, the executive director
may require the system to commence lead service line replacement after the
date by which the system was required to conduct follow-up monitoring as specified
in subsection (h)(4)(G) of this section.]
(2)
[
(3)
At least 45 days prior to commencing replacement
of a lead service line, the water system shall notify all the residents of
the building served by that service line that they may experience a temporary
increase of lead levels in their drinking water. The water system will also
provide information on measures the residents can take to minimize their exposure
to lead.
(4)
Lead service line means a service line which is made all
or in part of lead and connects the water main to the building inlet including
any lead pigtail, gooseneck, or other fitting which is connected to such line.
(5)
The system may cease replacing lead service lines whenever
subsequent 90th percentile first-draw-tap sampling in two consecutive monitoring
periods is less than the lead action level. Lead service line replacement
shall immediately resume if first-draw-tap samples exceed the 90th percentile
lead action/level.
(l)
[
(1)
Analysis for lead and copper shall be conducted using methods
stated in 40 CFR §141.89, in laboratories certified by the
executive
director
[
(2)
The Practical Quantitation Limits (PQL) and the Method
Detection Limits (MDL) shall be as stated in 40 CFR §141.89.
The
laboratory certified for the analysis of lead and copper tap samples must
achieve the MDL of 0.001 mg/L for lead if composted entry point water samples
are analyzed for lead.
(3)
The executive director has the authority to allow the use
of previously collected monitoring data if the data were collected in accordance
with 40 CFR §141.89.
(4)
All lead levels measured between the PQL and the MDL must
be reported as measured, and all lead levels measured below the MDL must be
reported as zero.
(5)
First-draw-tap samples must be received in the laboratory
within 14 days after the collection date [
[(6)
Bottles supplied by the executive director
or the certified laboratory must be used for collecting the tap samples.]
(m)
[
(1)
Reporting requirements.
(A)
Report all results of
WQP
[
(B)
Where applicable, the
first-draw-tap
[
(C)
As part of the site selection form, each water system shall
justify the selection of sites other than Tier 1 sampling sites as defined
on the site selection form and, if lead service lines are present, why the
water
system was not able to locate a sufficient number to make up at
least 50% of its required number of sampling sites, should this condition
arise.
(D)
Where applicable, the
water
system must certify
that source water treatment has been installed as recommended by the executive
director and that installation was done in accordance with the specified time
requirements.
(E)
Where applicable, the water system must certify that lead
service lines have been replaced in accordance with directives of the executive
director and in accordance with time schedules specified in subsection
(k)
[
(F)
Where applicable, the water system must provide copies
of public education materials and certification that distribution of said
materials is being conducted in accordance with subsection
(i)
[
(G)
A water system must collect tap samples from the same
sampling sites selected during the initial monitoring period for all subsequent
sampling periods. If a water system changes a sampling site for any reason
allowed in this rule, the water system must provide the executive director
with a written explanation showing which sampling site will be abandoned and
the sampling site that replaces the abandoned sampling site. The water system's
report shall include an explanation as to why a sampling site was changed
from the previous round of sampling, if applicable. If a water system discovers
that a sample has been collected at an inappropriate sampling site, the water
system may request in writing that the sample be invalidated. The executive
director may invalidate the sample and allow for recollection. If a water
system has no sampling sites available that meet the first draw criteria specified
in subsection (c) of this section they shall proceed in accordance with 40
CFR §141.90(a)(2).
[
(H)
Corrosion control treatment data shall be reported as required
by the executive director for
water
systems that:
(i)
have demonstrated optimum corrosion control;
(ii)
are required to specify optimum corrosion control treatment
(as part of the corrosion control study);
(iii)
install corrosion control treatment as designated by
the executive director; and
(iv)
are required to evaluate effectiveness of corrosion control
treatments.
(2)
Recordkeeping requirements. Records of all sampling site
data, sample submission forms, analysis results, reports, surveys, letters,
evaluations, schedules, executive director recommendations, requirements or
determinations, and any other information deemed appropriate by the water
system shall be retained by the water system for a minimum of 12 years. These
records include, but are not limited to, the following items:
(A)
tap water monitoring results including the location of
each site and date of collection;
(B)
certification of the volume and validity of first-draw-tap
sample criteria via a copy of the laboratory analysis request form;
(C)
where residents collected the sample, certification that
the water system informed the resident of proper sampling procedures;
(D)
the analytical results for lead and copper concentrations
(provided to each
water
system by the executive director) at each
tap sample site; and
(E)
designation of any substitute site not used in previous
monitoring periods.
§290.118.Secondary Constituent Levels.
(a) - (b)
(No change.)
(c)
Monitoring frequency for secondary constituents.
All
[
(1)
Each groundwater source shall be sampled once every three
years at the
entry
point [
(2)
Each surface water source shall be sampled annually at
the
entry
point [
(3)
(No change.)
(d) - (g)
(No change.)
§290.119.Analytical Procedures.
(a)
Acceptable laboratories. Samples collected to determine
compliance with the requirements of this subchapter shall be analyzed at certified
or approved laboratories.
(1)
Samples used to determine compliance with the maximum contaminant
levels [
(A) - (J)
(No change.)
(2) - (3)
(No change.)
(b)
Acceptable analytical methods. Methods of analysis shall
be as specified in 40 Code of Federal Regulations
(CFR)
or by any
alternative analytical technique as specified by the executive director and
approved by the Administrator under 40 CFR §141.27. Copies are available
for review in the
Water Supply Division, MC 155
[
(1) - (7)
(No change.)
(8)
section 141.131(d) for alkalinity analyses,
total
organic carbon analyses,
specific ultraviolet absorbance analyses, and
pH analyses; and
(9)
(No change.)
§290.121.Monitoring Plans.
(a)
(No change.)
(b)
Monitoring plan requirements. The monitoring plan shall
identify all sampling locations, describe the sampling frequency, and specify
the analytical procedures and laboratories that the public water system will
use to comply with the monitoring requirements of this subchapter.
(1)
Monitoring locations. The monitoring plan shall include
information on the location of all required sampling points in the system.
Required sampling locations for regulated chemicals are provided in §290.106
of this title (relating to Inorganic Contaminants), §290.107 of this
title (relating to Organic Contaminants), §290.108 of this title (relating
to Radiological Sampling and Analytical Requirements), §290.109 of this
title (relating to Microbial Contaminants), §290.110 of this title (relating
to Disinfectant Residuals), §290.111 of this title (relating to Turbidity), §290.112
of this title (relating to Total Organic Carbon (TOC)), §290.113 of this
title (relating to Disinfection By-products (TTHM and HAA5), §290.114
of this title (relating to Disinfection By-products other than TTHM and HAA5), §290.115
of this title (relating to Transition Rule for Disinfection By-products), §290.117
of this title (relating to Regulation of Lead and Copper), and §290.118
of this title (relating to Secondary Constituent Levels).
(A)
(No change.)
(B)
Each
entry
point [
(i)
a written description of the physical location of each
entry
point [
(ii)
the location of each
entry
point [
(C) - (D)
(No change.)
(2) - (5)
(No change.)
(c)
Reporting requirements. All public water systems shall
maintain a copy of the current monitoring plan at each treatment plant and
at a central location. The
water
system must update the monitoring
plan when the
water
system's sampling requirements or protocols
change.
(1)
Public water systems that treat surface water or groundwater
under the direct influence of surface water and serve at least 10,000 people
must submit a copy of the monitoring plan to the
executive director
[
(2)
Public water systems that treat surface water or groundwater
under the direct influence of surface water and serve fewer than 10,000 must
submit a copy of the monitoring plan to the
executive director
[
(3)
Public water systems that treat groundwater that is not
under the direct influence of surface water or purchase treated water from
a wholesaler must
develop a monitoring plan by January 1, 2004, and
submit a copy of the monitoring plan to the [
(4)
All water systems must provide the
executive director
[
(d) - (e)
(No change.)
§290.122.Public Notification.
(a)
Public notification requirements for acute violations.
The owner or operator of a public water system must notify persons served
by their system of any MCL or treatment technique violation that poses an
acute threat to public health. Each notice required by this section must
meet the requirements of subsection (d) of this section
[
(1)
Violations that pose an acute threat to public health include:
(A) - (B)
(No change.)
(C)
A violation of the MCL for nitrate or nitrite as defined
in
§290.106(f)(2)
[
(D)
A violation of the acute MRDL for chlorine dioxide as defined
in §290.110(f)(5)(A) or
(B)
[
(E)
Occurrence of a waterborne disease outbreak;
and
(F)
[
[(2)
The public notice for an acute MCL and
treatment technique violation shall include the contaminant-specific language
contained in 40 CFR §141.32 and other pertinent information specified
by the executive director.]
[(A)
The owner or operator of a system with an acute microbiological
or turbidity violation as described in paragraph (1)(A) and (B) of this subsection
shall include a boil water notice issued in accordance with the requirements
of §290.46(s) of this title (relating to Minimum Acceptable Operating
Practices for Public Drinking Water Systems).]
[(B)
Each notice shall be conspicuous and shall not contain
unduly technical language, unduly small print, or similar items that frustrate
the purpose of the notice.
[(C)
Each notice shall include the telephone number of the
owner, operator, or designee of the public water system as a source of additional
information concerning the notice.]
[(D)
Where appropriate, the notice shall be multilingual.]
(2)
[
(A)
The owner or operator of a water system
with an acute microbiological or turbidity violation as described in paragraph
(1)(A) or (B) of this subsection shall include a boil water notice issued
in accordance with the requirements of §290.46(s) of this title (relating
to Minimum Acceptable Operating Practices for Public Drinking Water Systems).
(B)
[
(C)
[
(D)
[
(3)
[
(A)
Not later than 45 days after the violation, the owner or
operator of a community water system shall notify persons served by the system
using mail (by direct mail or with the water bill) or hand delivery. The executive
director may waive mail or hand delivery if it is determined that the violation
was corrected within the 45-day period. The executive director must make the
waiver in writing and within the 45-day period.
(B)
The owner or operator of a community water system must
issue a notice at least once every three months by mail delivery (by direct
mail or with the water bill) or by hand delivery, for as long as the violation
exists.
(C)
If the owner or operator of a noncommunity water system
issued the initial notice by continuous posting, posting must continue for
as long as the violation exists. If the owner or operator of a noncommunity
water system issued the initial notice by hand delivery, notice by hand delivery
must be repeated at least every three months for as long as the violation
exists.
(4)
[
(5)
Copies of all notifications required under
this subsection must be submitted to the executive director within ten days
of its distribution.
(b)
Public notification requirements for other MCL
, MRDL,
or treatment technique violations
and for variance and exemption
violations
. The owner or operator of a public water system must notify
persons served by their system of any MCL
, MRDL,
or treatment technique
violation other than those described in subsection (a)(1) of this section
and of any violation involving a variance or exemption requirement
.
Each notice required by this section must
meet the requirements of subsection
(d) of this section
[
(1)
Violations that require notification under this subsection
include:
[
(A)
any violation of an MCL, MRDL, or treatment technique
not listed under subsection (a) of this section;
[
(B)
failure to comply with the requirements of any variance
or exemption granted under §290.102(d) of this title (relating to General
Applicability); or
[
(C)
other violations deemed appropriate by the executive
director that pose a non-acute risk to human health.
[
(2)
The initial public notice for
any violation identified
in this subsection
[
(A)
The owner or operator of a community water system shall
publish the notice in a daily newspaper of general circulation in the area
served by the system. If the area served by the public water system is not
served by a daily newspaper of general circulation, the notice shall be published
in a weekly newspaper of general circulation serving the area. If the area
is not served by [
(B)
(No change.)
(3) - (4)
(No change.)
(c)
Public notification requirements for other violations,
variances, exemptions. The owner or operator of a public water system which
fails to perform monitoring required by these standards, fails to comply with
a testing procedure established by this chapter, or is subject to a variance
or exemption granted under §290.102(b) of this title [
(1)
Violations that require notification as described
in this section include:
[
(A)
exceedance of the SCL for chloride
; [
(B)
failure to perform monitoring or reporting required
by this subchapter;
[
(C)
failure to comply with the analytical requirements
or testing procedures required by this subchapter; and
[
(D)
operating under a variance or exemption
granted under §290.102(b) of this title.
(2)
(No change.)
(3)
The owner or operator of a system required to issue an
initial violation notice shall issue additional notices. The additional notices
shall be issued in the following manner.
(A)
The owner or operator of a community water system shall
issue repeat notices at least once every
12
[
(B)
(No change.)
(4)
(No change.)
(d)
Each public notice must conform to the
following general requirements.
(1)
The notice must contain a clear and readily understandable
explanation of the violation or situation that lead to the notification. The
notice must not contain very small print, unduly technical language, or other
items that frustrate the purpose of the notice.
(2)
If the notice is required for a specific event, it must
state when the event occurred.
(3)
For notices required under subsection (a) or (b) of this
subsection, the notice must describe potential adverse health effects.
(A)
For MCL, MRDL, or treatment technique requirements, the
notice must contain the mandatory federal contaminant-specific language contained
in 40 CFR §141.32, in addition to any language required by the executive
director.
(B)
The notice must describe the population at risk, especially
subpopulations particularly vulnerable if exposed to the given contaminant.
(4)
The notice must state what actions the water system is
taking to correct the violation or situation, and when the water system expects
to return to compliance.
(5)
The notice must state whether alternative drinking water
sources should be used, and what other actions consumers should take, including
when they should seek medical help, if known.
(6)
Each notice must contain the telephone number at which
consumers may contact the owner, operator, or designee of the public water
system for additional information concerning the notice.
(7)
Where appropriate, the notice must be multilingual.
(e)
[
(f)
[
This agency hereby certifies that the proposal has been reviewed
by legal counsel and found to be within the agency's legal authority to adopt.
Filed
with the Office of the Secretary of State on January 18, 2002.
TRD-200200273
Stephanie Bergeron
Director, Environmental Law Division
Texas Natural Resource Conservation Commission
Earliest possible date of adoption: March 3, 2002
For further information, please call: (512) 239-6087
The Texas Natural Resource Conservation Commission (TNRCC or commission)
proposes amendments to §331.14, Prohibition of Class I Salt Cavern Solid
Waste Disposal Wells and Associated Caverns in Geologic Structures or Formations
Other Than Salt Stocks of Salt Domes; §331.121, Class I Wells; §331.161,
Applicability; and §331.163, Well Construction Standards.
BACKGROUND AND SUMMARY OF THE FACTUAL BASIS FOR THE PROPOSED RULES
The purpose of this rulemaking is three-fold: 1.) to implement legislation
prohibiting the storage, processing, or disposal of hazardous waste in a solution-mined
salt dome cavern or a sulphur mine; 2.) to amend and clarify the information
required to establish the geologic suitability of a proposed location for
a salt cavern disposal well; and 3.) to reinstate technical requirements administratively
omitted in 1992.
House Bill (HB) 2912 (an act relating to the continuation and functions
of the Texas Natural Resource Conservation Commission; providing penalties), §9.02,
77th Legislature, 2001, amended Texas Health and Safety Code (THSC), §361.114,
Prohibition of Disposal of Hazardous Waste Into Certain Geological Formations.
The legislation mandates the commission to prohibit, by rule, the storage,
processing, or disposal of hazardous waste in a solution-mined salt dome cavern
or a sulphur mine. The proposed amendment to §331.14 implements this
legislation by creating new §331.14(b) to reflect the prohibition in
THSC, §361.114.
The proposal would also amend and clarify the information required to establish
the geologic suitability of a proposed location for a salt cavern disposal
well. On June 5, 1992, the Texas Water Commission (a predecessor agency of
the TNRCC) adopted new rules regulating the permitting of Class I salt cavern
disposal wells. This action was taken in response to legislative changes enacted
by the 72nd Texas Legislature in 1991.
Solution-mined salt caverns have been permitted by other agencies for the
storage of petroleum products, but none have ever been permitted in the United
States for the purpose of disposing of solidified commercial industrial waste.
The commission was cautious but deliberate in developing regulations for these
activities and wanted to ensure that any proposed site would be geologically
suitable, that any proposed salt cavern disposal well would meet stringent
construction standards, and that the design and operation of any project would
preclude the escape of hazardous constituents from the salt cavern injection
zone.
A total of five applications for salt cavern waste disposal projects have
been evaluated by the commission, four of which were received before Class
I salt cavern disposal well rules were adopted in 1992. Of the four, two applications
were received from United Resource Recovery (URR), one from TEXSTOR, and one
from Hunter Industrial Facilities, Inc. (HIFI). All were ultimately denied.
The fifth application, from Secured Environmental Management, Inc. (SEM),
is currently under technical review by commission staff.
On June 5, 2000, Baker Botts, L.L.P. (Baker Botts), on behalf of SEM, filed
a petition for rulemaking requesting revision of 30 TAC §331.121(d)(1)
to clarify and amend the requirements for information necessary to establish
the geologic suitability of a proposed site for a salt cavern Class I injection
well. The petitioner requested that the requirement to submit three-dimensional
(3-D) seismic survey data sufficient to delineate the edge of the salt stock
and image underneath all suspected overhangs be deleted from the rule and
that it be replaced with a requirement to conduct a 3-D seismic survey over
the cavern location. SEM, in its petition, interpreted the current language
as requiring a 3- D seismic survey of the salt dome in its entirety. SEM argued
that such a requirement would thwart applicants from proposing Class I salt
cavern injection wells in large salt domes due to the expense of the 3-D seismic
survey requirement, and noted the difficulty in obtaining surface access to
neighboring properties to conduct the survey.
By order dated September 11, 2000, the commission directed the executive
director to examine the issues in the petition and initiate rulemaking if
deemed necessary. As a result of the examination, the executive director determined
that the current requirements for the 3-D seismic survey are ambiguous, and
amended rules were drafted. On February 21, 2001, proposed amended rules were
approved by the commission for publication in the
Texas Register
. The proposed rules were published on March 9, 2001,
followed by a 73-day comment period (including extensions) that concluded
on May 22, 2001. During the time executive director staff was preparing the
response to comments, the Texas Legislature passed HB 2912 which, in part,
directs the commission to prohibit by rule the storage, processing, or disposal
of hazardous waste in a solution-mined salt dome cavern or a sulphur mine.
Because it would have been inconsistent for the commission to adopt amended
rules pertaining to activities prohibited by new legislation, on July 11,
2001, the commission withdrew the proposal to adopt the amended rules based
on its decision to consider reproposal at the same time rules are proposed
implementing §9.02 of HB 2912. This proposed rulemaking follows through
with that plan.
The commission today proposes amendments and clarifications of §331.121(d)(1)(A),
concerning establishing geologic suitability of proposed salt cavern locations.
The commission also proposes to reformat §331.121(d)(1)(A) to improve
readability. The existing 3-D seismic survey rule, stated in §331.121(d)(1)(A),
requires an applicant to submit seismic reflection data "sufficient to image
underneath all suspected overhangs and to delineate the edge of the stock."
Although this language has been interpreted by some as requiring delineation
of the entire edge of the salt stock, the executive director believes that
the rule only requires delineation of that portion of the edge of the salt
stock that is technically relevant to the application. The commission proposes
new §331.121(d)(1)(B) that would require a surface-recorded 3-D seismic
survey, the lateral extent of which is to be determined by the executive director.
This survey, in conjunction with §331.121(d)(1)(A), will support demonstration
of the geologic suitability of the site.
This rulemaking is also proposed to reinstate technical requirements administratively
omitted in 1992. While evaluating the previously mentioned Baker Botts petition,
staff discovered an administrative error in the original rules the commission
submitted to the
Texas Register
of the Office
of the Secretary of State in 1992. At that time, the commission adopted changes
to the original proposal in response to public comments, including a new requirement
for a vertical seismic profile (VSP), and clarification of other provisions
in the rules. These adopted changes were inadvertently omitted when the agency
submitted the rules to the Office of the Secretary of State.
SECTION BY SECTION DISCUSSION
Section 331.14, Prohibition of Class I Salt Cavern Solid Waste Disposal
Wells and Associated Caverns in Geologic Structures or Formations Other Than
Salt Stocks of Salt Domes, is proposed to be amended to implement legislation
prohibiting the storage, processing, or disposal of hazardous waste in a solution-mined
salt dome cavern or a sulphur mine. The proposed amendment to §331.14
implements this legislation by creating new subsection (b) to reflect the
prohibition in THSC, 361.114. The existing language in §331.14 is proposed
to be retained within new subsection (a). Also, the title of the section is
proposed to be amended to add the following phrase at the end of the title:
"and Prohibition of Disposal of Hazardous Waste Into Certain Geological Formations."
References to hazardous waste disposal in salt cavern disposal wells occur
in 30 TAC §331.2(81)(B), Definitions, salt cavern solid waste disposal
well or salt cavern disposal well; §331.142(b), Financial Assurance; §331.165(a)(10)(B),
Waste Disposal Operating Requirements; §335.1(63), Definitions, hazardous
waste management facility and §335.1(64), hazardous waste management
unit; and §335.204, Unsuitable Site Characteristics. These references
to hazardous waste disposal in salt cavern disposal wells are not being amended,
because proposed §331.14(b), which states, "Notwithstanding any provision
to the contrary in this chapter or Chapter 335 of this title (relating to
Industrial Solid Waste and Municipal Hazardous Waste), or any other chapter
of this title, the storage, processing, or disposal of hazardous waste in
a solution-mined salt dome cavern or a sulphur mine is prohibited" globally
removes the effectiveness of these references to hazardous waste disposal
in salt caverns without deleting each individual occurrence of the term.
Section 331.121, Class I Wells, is proposed to be amended to clarify information
which must be submitted as part of the technical report of the application
to perform a thorough characterization of the salt dome to establish the geologic
suitability of the location. This information is required as part of the demonstration
required by 30 TAC §331.162 (relating to Performance Standard). In §331.121(d)(1)(A),
the proposed amendments specify that data and interpretation from all appropriate
geophysical methods (such as well logs, seismic surveys, and gravity surveys),
subject to approval by the executive director, must be provided. The information
required for a thorough geologic characterization of a salt dome is specified
in proposed §331.121(d)(1)(A)(i) - (viii), which requires an applicant
to: 1.) map the overall geometry of the salt dome, including all edges and
any suspected overhangs of the salt stock; 2.) demonstrate the existence of
a minimum distance of 500 feet between the boundaries of the proposed salt
cavern injection zone and the boundaries of the salt stock; 3.) define the
composition and map the top and thickness of the sedimentary rock units between
the caprock and surface, including the flanks of the salt stock; 4.) define
the composition and map the top and thickness of the caprock overlying the
salt stock; 5.) map the top of the salt stock; 6.) calculate the movement
and the salt loss rate of the salt stock; 7.) define any other caverns and
other uses of the salt dome, and address any conditions that may result in
potential adverse impact on the salt dome; and 8.) satisfy any other requirement
of the executive director necessary to demonstrate the geologic suitability
of the location. The requirements in §331.121(d)(1)(A)(ii) restate the
cavern construction standard in 30 TAC §331.164(b)(1), relating to Cavern
Construction Standards, to emphasize that the requirement of a minimum distance
of 500 feet between the boundaries of the salt cavern injection zone and the
boundaries of the salt stock is crucial in determining the geologic suitability
of a proposed site. Section 331.121(d)(1)(A)(iv) and (v) is proposed to provide
clarification of certain data which is needed to characterize the salt dome
by adding the requirement to define the composition and map the top and thickness
of the caprock as well as to map the top of the salt stock.
The specific requirement in existing §331.121(d)(1)(A) to submit seismic
reflection data, including a 3-D seismic grid survey to image underneath all
suspected overhangs and delineate the edge of the stock, is proposed to be
amended by inserting new §331.121(d)(1)(B), which requires a surface-recorded
3-D seismic survey, subject to the following minimum requirements: 1.) the
lateral extent of the survey must be determined by the executive director;
and 2.) the survey must provide information as part of demonstrating that
the location is geologically suitable for the purpose of meeting the performance
standard in §331.162. Depending on the information submitted with the
application and the geology of the location, the executive director will determine
the lateral extent of the 3-D seismic survey necessary to support the demonstration
of geologic suitability. The information must be provided before completion
of technical review and before a draft permit may be issued.
In the previous version of the proposed amended rules published in the
March 9, 2001 issue of the
Texas Register
,
new §331.121(d)(1)(B) called for "a surface-recorded three-dimensional
seismic survey, as determined by the executive director to be required to
establish the geologic suitability of the location to show compliance with
the performance standard in §331.162 of this title, considering the data
presented by the applicant under subparagraph (A) of this paragraph." Unlike
the previous proposal, §331.121(d)(1)(B) in this proposed rulemaking
does not provide discretion of the executive director in determining whether
a 3-D seismic survey is necessary. Requiring a 3-D seismic survey over the
proposed cavern location focuses the information obtained from this technology
on the area of greatest interest, the cavern location. The executive director
will determine the lateral extent of the survey needed to supplement other
geologic information to establish the geologic suitability of the proposed
location. This proposed amended provision incorporates flexibility in the
use of 3-D seismic to serve the most geologically-relevant purpose at a given
site.
The commission proposes a correction in §331.121(d)(1)(C) by adding
the words "identification of" at the beginning of the paragraph for proper
grammatical formatting of the subparagraph.
The proposed amendments to §331.161 and §331.163 are amendments
which were inadvertently omitted, through an administrative error, when the
agency originally submitted these rules to the Office of the Secretary of
State in 1992. All of these changes were adopted at that time as a result
of comments during the 1992 public comment period. The proposed amendments
under §331.161 and §331.163 are the same as those originally adopted,
except: 1.) the type of VSP is no longer specified; and 2.) the purpose and
use of the VSP is no longer stated.
Section 331.161 is proposed to be amended to make clear that the rules
contained in Subchapter J, Standards for Class I Salt Cavern Solid Waste Disposal
Wells, apply only to salt caverns located in the salt stocks of salt domes.
The term "horizontally bedded salt formation" was not specifically defined
previously, and the prohibition on salt cavern disposal wells and associated
caverns was not specified for "geologic structures or formations other than
salt stocks of salt domes." The commission proposes this clarification to
provide consistency with existing requirements in §331.14.
Section 331.163(b)(1) is proposed to be amended to add the words "and waste"
to the phrase "to prevent the movement of fluids" to clarify that all fluids
and waste must be prevented from moving into underground sources of drinking
water or freshwater aquifers, and to prevent potential leaks of fluid and
waste from the well. This additional clarification is necessary because any
waste disposed of in the salt caverns must be stabilized. The word "period"
is also added to modify the term "post-closure care."
Section 331.163(c) is proposed to be amended to substitute the word "tubings"
for "tubing" and to clarify the requirement that two concentric and removable
injection tubings are to be utilized for injection activities. Paragraph (1)
of subsection (c) is also proposed to be amended to replace the term "corrosion
inhibiting" with the word "non-corrosive." This proposed change allows greater
flexibility in the type of annulus fluid used. Paragraph (2) of subsection
(c) is proposed to be amended to replace the phrase "removable injection tubing"
with the phrase "the inner tubing."
Section 331.163(d)(2) is proposed to be amended to add the words "and waste"
to clarify that the requirements for a tubing and packer system must consider
both the fluid and the waste in stabilized form.
Section 331.163(e)(1)(F) is proposed to be amended to add a requirement
for a VSP that is slightly altered from the version originally adopted by
the commission, but inadvertently omitted from the Secretary of State's published
rules. The original rule required a three-component offset VSP, which would
be required after drilling the cavern pilot hole, to depict the 3-D nature
of the salt- sediment interface. In this proposal, a VSP is required without
specifying the type or purpose of the VSP. By not specifying the type or purpose,
the proposed rule would give the permittee flexibility to select the appropriate
VSP survey to meet the most relevant geologic objectives since the objectives
will vary from site to site. The VSP would supplement or confirm information
submitted to demonstrate compliance with the performance standard under §331.162,
to gain approval of the well construction stage under §331.163(i), or
to gain approval of the completion of the cavern construction stage under §331.164(f)(2).
Section 331.163(e)(2)(A) is proposed to be amended to modify the pressure
testing requirements for the surface casing to specify a more commonly accepted
engineering practice. Section 331.163(e)(3)(D), which would allow the executive
director to waive or modify future coring projects, is proposed to be deleted.
Such a requirement would allow the permittee to construct new caverns without
performing confirming cores for each subsequent cavern. Numerous commenters
in 1992 pointed out the danger of making assumptions from the original cavern
due to foreign matter which may be present within the salt and which could
compromise the integrity of waste containment. The commission continues to
agree with this concern.
FISCAL NOTE: COSTS TO STATE AND LOCAL GOVERNMENT
John Davis, Technical Specialist with Strategic Planning and Appropriations,
has determined that for each year of the first five-year period the proposed
amendments are in effect there will be no anticipated fiscal implications
for units of state and local government as a result of administration or enforcement
of the proposed amendments.
The proposed amendments will implement certain provisions of HB 2912, 77th
Legislature, 2001, which required the TNRCC to prohibit, by rule, the storage,
processing, or disposal of hazardous waste in a solution-mined salt dome cavern
or a sulphur mine. This rulemaking will also amend and clarify the information
required to establish the geologic suitability of a proposed location for
a salt cavern disposal well through the use of a 3-D seismic survey, and will
reinstate the requirement for a VSP survey to the battery of logging and testing
required during the initial construction phase for a new Class I solution-mined
salt cavern injection well.
Units of state and local government are not anticipated to be users of
Class I disposal wells. Also, these amendments will not substantially affect
the commission's current practices relative to review of such applications.
Therefore, the commission does not anticipate any fiscal implications to units
of state and local government as a result of implementing the proposed amendments.
PUBLIC BENEFITS AND COSTS
Mr. Davis has also determined for each of the first five years the proposed
amendments are in effect, the public benefit anticipated as a result of implementing
the proposed amendments will be continued environmental protection through
the incorporation of more clearly defined and expanded geological requirements
for any proposed salt cavern Class I injection wells.
The proposed amendments are intended to implement provisions of HB 2912,
which required the TNRCC to prohibit, by rule, the storage, processing, or
disposal of hazardous waste in a solution- mined salt dome cavern or a sulphur
mine. This rulemaking will also amend and clarify the information required
to establish the geologic suitability of a proposed location for a salt cavern
disposal well through the use of a 3-D seismic survey, and will reinstate
the requirement for a VSP survey to the battery of data logging and testing
required during the initial construction phase for a new Class I solution-mined
salt cavern injection well. If authorized by the commission, salt dome cavern
Class I waste disposal wells can be used to dispose of stabilized nonhazardous
industrial solid waste.
There are currently no Class I solution-mined salt cavern injection wells
permitted in Texas; therefore, the proposed amendments would not affect any
existing sites. There is currently one company with an application pending
before the commission. The only potential additional cost to comply with this
rulemaking will be the cost of conducting a VSP survey. Based on an estimate
provided by a geophysical service company, the commission expects that a VSP
would cost approximately $23,000 to perform.
SMALL BUSINESS AND MICRO-BUSINESS ASSESSMENT
There will be adverse economic effects, which are not anticipated to be
significant, to only one small or micro-business as a result of the implementation
of the proposed amendments. There should be no adverse economic effects to
any other small or micro-business as a result of this rulemaking. The proposed
amendments are intended to implement provisions of HB 2912, which required
the TNRCC to prohibit, by rule, the storage, processing, or disposal of hazardous
waste in a solution- mined salt dome cavern or a sulphur mine. This rulemaking
will also amend and clarify the information required to establish the geologic
suitability of a proposed location for a salt cavern disposal well through
the use of a 3-D seismic survey, and will reinstate the requirement for a
VSP survey to the battery of data logging and testing required during the
initial construction phase for a new Class I solution-mined salt cavern injection
well. If authorized by the commission, salt dome cavern Class I waste disposal
wells can be used to dispose of stabilized nonhazardous industrial solid waste.
The commission is aware of only one company, a micro-business, which would
be affected by these proposed rule amendments. At the present time that company
consists of eight employees, although that number may rise to approximately
75 employees if a Class I solution-mined salt cavern injection well permit
is issued to the company and authorized activities are initiated. The only
potential additional cost to comply with this rulemaking will be the cost
of conducting a VSP survey. Based on an estimate provided by a geophysical
service company, the commission expects that a VSP survey would cost approximately
$23,000 to perform.
The following is an analysis of the cost per employee for small or micro-businesses
affected by the proposed amendments. Small and micro-business are defined
as having fewer than 100 or 20 employees respectively. The cost to comply
with this rulemaking for the one company affected could be approximately $23,000.
The commission believes that the potential one-time cost would be approximately
$2,875 per employee for the one known small business currently expected to
be affected by the proposed amendments.
LOCAL EMPLOYMENT IMPACT STATEMENT
The commission reviewed this proposed rulemaking and determined that a
local employment impact statement is not required because the proposed rule
amendments do not adversely affect a local economy in a material way for the
first five years that the proposed rule is in effect.
DRAFT REGULATORY IMPACT ANALYSIS DETERMINATION
The commission reviewed the proposed rulemaking in light of the regulatory
analysis requirements of Texas Government Code, §2001.0225, and determined
that the rulemaking is not subject to that section because it does not meet
the definition of a "major environmental rule." A "major environmental rule"
is 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 primary purpose of this rulemaking is to clarify the information to
be submitted in the technical report under §331.121(d)(1); to remove
prescriptive language that may not be applicable to all proposed sites; to
emphasize the purpose and use of the data as they relate to the performance
standard of no release of hazardous constituents from the salt cavern and
to the geologic suitability of a proposed site; and to implement the statutory
prohibition on storage, processing, or disposal of hazardous waste in a solution-mined
salt dome cavern or a sulphur mine. There is, however, a potential new technical
requirement for persons granted permits for salt dome cavern waste disposal
wells. Proposed new §331.163(e)(1)(F) requires that permittees perform
a VSP.
The commission believes the amendments are as protective as those which
currently exist in the agency's rules. The goal under either set of rules
is to maximize protection of human health and the environment by establishing
the geologic suitability of a proposed site for a salt cavern Class I injection
well. By clarifying what information is required in the application, and by
tying the information to current construction and performance standards, the
commission believes the amendments provide appropriate flexibility while maintaining
the level and degree of protectiveness of the permitting process.
The proposed rulemaking is not a "major environmental rule" because it
is not expected to 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. The proposed amendments should not have a
materially adverse effect on any of the listed categories. The amendments
are intended primarily to clarify requirements which already exist in the
commission's regulations; eliminate prescriptive language relating to the
requirement for a 3-D seismic survey, and relate the demonstrations required
in a permit application to the geologic suitability of a specific site, in
order to ensure there will be no release of hazardous constituents from the
proposed salt cavern injection zone; and to implement the statutory prohibition
on storage, processing, or disposal of hazardous waste in a solution-mined
salt dome cavern or a sulphur mine. Because the proposed rulemaking does not
constitute a "major environmental rule," a full regulatory impact analysis
under Texas Government Code, §2001.0225 is not required.
Furthermore, the proposed rulemaking does not meet any of the four applicability
requirements listed in Texas Government Code, §2001.0225(a). Section
2001.0225 only applies to a major environmental rule, 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. This proposed rulemaking does not meet any of these
four applicability requirements.
The commission invites public comment on the draft regulatory impact analysis
determination.
TAKINGS IMPACT ASSESSMENT
The commission evaluated these proposed rules and performed a preliminary
assessment of whether these proposed rules constitute a takings under Texas
Government Code, Chapter 2007. The purpose of this proposed rulemaking is
to remove prescriptive language relating to which methodologies must be employed
to make specific demonstrations of geologic suitability; clarify the information
to be submitted in the technical report to support an application for a Class
I salt cavern injection well; add requirements inadvertently left out of the
agency's transmission to the Secretary of State in 1992; add a requirement
for a VSP; and implement the statutory prohibition on storage, processing,
or disposal of hazardous waste in a solution-mined salt dome cavern or a sulphur
mine. The commission believes the proposed amendments would substantially
advance this purpose by more specifically describing which geologic features
of a salt dome are to be analyzed, and authorizing the executive director
to specify the lateral extent of the 3-D seismic survey as needed to ensure
that a proposed cavern location and any subsequently constructed caverns meet
the performance standard "of no escape of hazardous constituents from the
salt cavern injection zone" in §331.162. The proposed rule prohibiting
the storage, processing, or disposal of hazardous waste in a solution-mined
salt dome cavern or a sulphur mine implements the statutory mandate to the
commission in THSC, §361.114 to prohibit this activity by rule. Texas
Health and Safety Code, §361.002, provides that it is the state's policy
and purpose of the Solid Waste Disposal Act to safeguard the health, welfare,
and physical property of the people and to protect the environment by controlling
the management of solid waste.
Promulgation and enforcement of these proposed rules would be neither a
statutory nor a constitutional taking of private real property. Specifically,
the subject proposed rules do not burden real property, nor restrict or limit
the owner's right to property and reduce its value by 25% or more beyond that
which would otherwise exist in the absence of the regulations. These rules
mainly clarify the technical requirements and submissions for applications
for authorization of waste disposal in a salt dome and implement the statutory
prohibition of storage, processing, or disposal of hazardous waste in a solution-mined
salt dome or sulphur mine. Although the proposed rules affect the ability
to use real property for hazardous waste treatment, storage, and disposal
in a solution-mined salt dome cavern or sulphur mine, the commission believes
that there are off-setting benefits to the value of real property because
the possibility of property damage from this type of waste management technique
is reduced. The benefits to society from the proposed rulemaking are the protection
of health, welfare, and the environment. Because this proposed rulemaking
implements a statutory mandate to prohibit the storage, processing, or disposal
of hazardous waste in solution-mined salt domes or sulphur mines, there is
no alternative action that could accomplish this specific purpose.
CONSISTENCY WITH THE COASTAL MANAGEMENT PROGRAM
The commission reviewed the proposed rulemaking and found that the rule
amendments are neither identified in Coastal Coordination Act Implementation
Rules, 31 TAC §505.11, Actions and Rules Subject to the Texas Coastal
Management Program (CMP), nor will they affect any action or authorization
identified in Coastal Coordination Act Implementation Rules, 31 TAC §505.11.
Therefore, the proposed rules are not subject to the CMP.
ANNOUNCEMENT OF HEARINGS
Public hearings on this proposal will be held in Wharton, on February 19,
2002, at 7:00 p.m. at the Wharton Community Civic Center, in the Main Hall
located at 1924 North Fulton; in Mont Belvieu, on February 26, 2002, at 7:00
p.m. at the Barbers Hill High School, in the CTJ Conference Center located
at 9600 Eagle Drive; and in Austin on February 28, 2002, at 2:00 p.m. in Building
E, Room 201S at the commission's central office located at 12100 Park 35 Circle.
The hearings will be structured for the receipt of oral or written comments
by interested persons. Individuals may present oral statements when called
upon in order of registration. Open discussions will not occur during the
hearings; however, agency staff members will be available to discuss the proposal
30 minutes prior to the hearings and will answer questions before and after
the hearings.
Persons with disabilities who have special communication or other accommodation
needs who are planning to attend the hearings should contact the agency at
(512) 239-4900. Requests should be made as far in advance as possible.
SUBMITTAL OF COMMENTS
Comments may be submitted to Lola Brown, Office of Environmental Policy,
Analysis, and Assessment, MC 205, P.O. Box 13087, Austin, Texas 78711-3087,
or faxed to (512) 239-4808. All comments should reference Rule Log Number
2001-080-331-WT. Comments must be received by 5:00 p.m., March 4, 2002. For
further information contact Ray Henry Austin at (512) 239-6814.
Subchapter A. GENERAL PROVISIONS
30 TAC §331.14
STATUTORY AUTHORITY
The amendment is proposed under Texas Water Code (TWC), §5.103, which
provides the commission authority to adopt any rules necessary to carry out
its powers and duties under this code and other laws of this state and to
adopt rules when adopting, repealing, or amending any agency statement of
general applicability that interprets or prescribes law or policy, or describes
the procedure or practice requirements of an agency; §5.105, which authorizes
the commission to establish and approve all general policy of the commission
by rule; §27.019, which requires the commission to adopt rules reasonably
required for the regulation of injection wells; and THSC, §336.114, which
requires the commission to prohibit by rule the storage, processing, or disposal
of hazardous waste in a solution-mined salt dome cavern or a sulphur mine.
The proposed amendment implements TWC, Chapter 27, Injection Wells, and
THSC, §361.114.
§331.14.Prohibition of Class I Salt Cavern Solid Waste Disposal Wells and Associated Caverns in Geologic Structures or Formations Other Than Salt Stocks of Salt Domes and Prohibition of Disposal of Hazardous Waste into Certain Geological Formations .
(a)
Construction and operation of Class I salt cavern
solid waste disposal wells and associated caverns in geologic structures or
formations other than salt stocks of salt domes is prohibited until such time
at which this section is amended to provide for authorization of such facilities
and activities, and specific rules for such facilities and activities are
promulgated.
(b)
Notwithstanding any provision
to the contrary in this chapter, Chapter 335 of this title (relating to Industrial
Solid Waste and Municipal Hazardous Waste), or any other chapter of this title,
the storage, processing, or disposal of hazardous waste in a solution-mined
salt dome cavern or a sulphur mine is prohibited.
This agency hereby certifies that the proposal has been reviewed
by legal counsel and found to be within the agency's legal authority to adopt.
Filed with the Office of
the Secretary of State, on January 17, 2002.
TRD-200200242
Stephanie Bergeron
Director, Environmental Law Division
Texas Natural Resource Conservation Commission
Earliest possible date of adoption: March 3, 2002
For further information, please call: (512) 239-0348
30 TAC §331.121
STATUTORY AUTHORITY
The amendment is proposed under TWC, §5.103, which provides the commission
authority to adopt any rules necessary to carry out its powers and duties
under this code and other laws of this state and to adopt rules when adopting,
repealing, or amending any agency statement of general applicability that
interprets or prescribes law or policy, or describes the procedure or practice
requirements of an agency; §5.105, which authorizes the commission to
establish and approve all general policy of the commission by rule; and §27.019,
which requires the commission to adopt rules reasonably required for the regulation
of injection wells.
The proposed amendment implements TWC, Chapter 27, Injection Wells.
§331.121.Class I Wells.
(a)-(c)
(No change.)
(d)
The commission shall also consider the following additional
information
[
(1)
a thorough characterization of the salt dome to establish
the
geologic suitability of the location
, including
:
(A)
data and interpretation from all appropriate geophysical
methods (such as well logs, seismic surveys, and gravity surveys), subject
to the approval of the executive director, necessary to:
[
(i)
map the overall geometry of
the salt dome, including all edges and any suspected overhangs of the salt
stock;
(ii)
demonstrate the existence
of a minimum distance of 500 feet between the boundaries of the proposed salt
cavern injection zone and the boundaries of the salt stock;
(iii)
define the composition and
map the top and thickness of the sedimentary rock units between the caprock
and surface, including the flanks of the salt stock;
(iv)
define the composition and
map the top and thickness of the caprock overlying the salt stock;
(v)
map the top of the salt stock;
(vi)
calculate the movement and
the salt loss rate of the salt stock;
(vii)
define any other caverns
and other uses of the salt dome, and address any conditions that may result
in potential adverse impact on the salt dome; and
(viii)
satisfy any other requirement
of the executive director necessary to demonstrate the geologic suitability
of the location;
(B)
a surface-recorded three-dimensional
seismic survey, subject to the following minimum requirements:
(i)
the lateral extent of the survey will be determined
by the executive director; and
(ii)
the survey must provide information as part
of demonstrating that the location is geologically suitable for the purpose
of meeting the performance standard in §331.162 of this title;
(C)
[
(D)
[
(E)
[
(2)-(5)
(No change.)
(e)-(g)
(No change.)
This agency hereby certifies that the proposal has been reviewed
by legal counsel and found to be within the agency's legal authority to adopt.
Filed
with the Office of the Secretary of State, on January 17, 2002.
TRD-200200243
Stephanie Bergeron
Director, Environmental Law Division
Texas Natural Resource Conservation Commission
Earliest possible date of adoption: March 3, 2002
For further information, please call: (512) 239-0348
30 TAC §331.161, §331.163
STATUTORY AUTHORITY
The amendments are proposed under TWC, §5.103, which provides the
commission authority to adopt any rules necessary to carry out its powers
and duties under this code and other laws of this state and to adopt rules
when adopting, repealing, or amending any agency statement of general applicability
that interprets or prescribes law or policy, or describes the procedure or
practice requirements of an agency; §5.105, which authorizes the commission
to establish and approve all general policy of the commission by rule; and §27.019,
which requires the commission to adopt rules reasonably required for the regulation
of injection wells.
The proposed amendments implement TWC, Chapter 27, Injection Wells.
§331.161.Applicability.
The sections of this subchapter apply to all Class I salt cavern solid
waste disposal wells and their associated salt caverns located in the salt
stocks of salt domes, and not to such facilities in horizontally bedded or
non-domal salt. As provided by §331.14 of this title (relating to Prohibition
of Class I Salt Cavern Solid Waste Disposal Wells and Associated Caverns in
Geologic Structures or Formations Other Than Salt Stocks of Salt Domes
and Prohibition of Disposal of Hazardous Waste into Certain Geological Formations
), salt cavern solid waste disposal wells and associated caverns in
geologic structures or formations other than salt stocks of salt domes
[
§331.163.Well Construction Standards.
(a)
(No change.)
(b)
Casing and cementing.
(1)
All Class I salt cavern disposal wells shall be cased and
all casings which extend to the surface shall be cemented to the surface to
prevent the movement of fluids
and waste
into or between underground
sources of drinking water (USDWs) or freshwater aquifers, and to prevent potential
leaks of fluids
and waste
from the well. Cementing shall be by
the pump and plug or other method approved by the commission, and cement circulated
shall be of a volume equivalent to at least 120% of the calculated volume
needed to fill the annular space between the hole and casing and between casing
strings to the surface of the ground. Circulation of cement may be accomplished
by staging. The executive director may approve an alternative method of cementing
in cases where the cement cannot be recirculated to the surface, provided
the owner or operator can demonstrate by using logs that the cement is continuous
or does not allow any fluid
and waste
movement behind the well
casings. Casing and cement used in the construction of each newly drilled
well shall be designed for the life expectancy of the well, including the
post-closure care
period
.
(A)- (C)
(No change.)
(2)
(No change.)
(c)
Injection
tubings
[
(1)
All injection activities during cavern construction shall
be performed with the annulus between the tubing and long string casing filled
with a
noncorrosive
[
(2)
All injection of waste into a salt cavern shall be performed
through
the inner tubing
[
(d)
Well annulus system factors for consideration. All elements
of the design of the well's
tubing-long string
[
(1)
(No change.)
(2)
characteristics of injection fluid
and waste
;
(3)-(7)
(No change.)
(e)
Logs and tests.
(1)
Geophysical
logging
[
(A)-(D)
(No change.)
(E)
fracture detector log from the base of the surface casing
to the total investigated depth including all core hole or pilot hole
; and
[
(F)
a vertical seismic profile.
(2)
Pressure tests.
(A)
After installation and cementing of casings, and prior
to drilling out the cemented casing shoe, surface casing shall be pressure
tested
at mill test pressure or 80% of the calculated internal pressure
at minimum yield strength
[
(B)-(C)
(No change.)
(3)
Coring.
(A)-(C)
(No change.)
[
(4)
(No change.)
(f)-(i)
(No change.)
This agency hereby certifies that the proposal has been reviewed
by legal counsel and found to be within the agency's legal authority to adopt.
Filed
with the Office of the Secretary of State, on January 17, 2002.
TRD-200200244
Stephanie Bergeron
Director, Environmental Law Division
Texas Natural Resource Conservation Commission
Earliest possible date of adoption: March 3, 2002
For further information, please call: (512) 239-0348
Subchapter A. INDUSTRIAL SOLID WASTE AND MUNICIPAL HAZARDOUS WASTE IN GENERAL
"Glossary,
Water and Wastewater Control Engineering," prepared by a joint editorial board
representing the American Public Health Association, American Society of Civil
Engineers, American Water Works Association, and the Water Pollution Control
Federation.
]
Texas Department of Health
] to analyze
water samples to determine their compliance with maximum allowable constituent
levels.
(8)
] Community water system--A public
water system which has a potential to serve at least 15 residential service
connections on a year-round basis or serves at least 25 residents on a year-round
basis.
(9)
] Connection--A single family
residential unit or each commercial or industrial establishment to which drinking
water is supplied from the system. As an example, the number of service connections
in an apartment complex would be equal to the number of individual apartment
units. When enough data is not available to accurately determine the number
of connections to be served or being served, the population served divided
by three will be used as the number of connections for calculating system
capacity requirements. Conversely, if only the number of connections is known,
the connection total multiplied by three will be the number used for population
served. For the purposes of this definition, a dwelling or business which
is connected to a system that delivers water by a constructed conveyance other
than a pipe shall not be considered a connection if:
to achieve the equivalent level of public health protection
provided by the drinking water standards is provided
] for [
residential
or similar
] human consumption, including, but not limited to, drinking
and cooking; or
residential or similar
] human consumption is centrally treated
[
or is treated at the point of entry
] by a
commission-approved
water system
[
provider, a pass through entity, or the user to achieve
the equivalent level of protection provided by the drinking water standards
].
(10)
] Contamination--The presence
of any foreign substance (organic, inorganic, radiological or biological)
in water which tends to degrade its quality so as to constitute a
health
hazard or impair the usefulness of the water.
(11)
] Cross-connection--A physical
connection between a public water system and either another supply of unknown
or questionable quality, any source which may contain contaminating or polluting
substances, or any source of water treated to a lesser degree in the treatment
process.
(12)
] Disinfectant--Any oxidant,
including but not limited to chlorine, chlorine dioxide, chloramines, and
ozone added to the water in any part of the treatment or distribution process,
that is intended to kill or inactivate pathogenic microorganisms.
(13)
] Disinfection--A process which
inactivates pathogenic organisms in the water by chemical oxidants or equivalent
agents.
(14)
] Drinking water--All water
distributed by any agency or individual, public or private, for the purpose
of human consumption or which may be used in the preparation of foods or beverages
or for the cleaning of any utensil or article used in the course of preparation
or consumption of food or beverages for human beings. The term "Drinking Water"
shall also include all water supplied for human consumption or used by any
institution catering to the public.
(15)
] Drinking water standards--The
commission rules covering drinking water standards in Subchapter F of this
chapter (relating to Drinking Water Standards Governing Drinking Water Quality
and Reporting Requirements for Public Water Supply Systems).
(16)
] Elevated storage capacity--That
portion of water which can be stored at least 80 feet above the highest service
connection in the pressure plane served by the storage tank.
(17)
] Emergency power--Either mechanical
power or electric generators which can enable the system to provide water
under pressure to the distribution system in the event of a local power failure.
With the approval of the executive director, dual primary electric service
may be considered as emergency power in areas which are not subject to large
scale power outages due to natural disasters.
(18)
]
Groundwater
[
Ground water
] under the direct influence of surface water--Any water
beneath the surface of the ground with:
(19)
] Health hazard--A cross-connection,
potential contamination hazard, or other situation involving any substance
that can cause death, illness, spread of disease, or has a high probability
of causing such effects if introduced into the potable drinking water supply.
(20)
] Human consumption--Uses by
humans in which water can be ingested into or absorbed by the human body.
Examples of these uses include, but are not limited to drinking, cooking,
brushing teeth, bathing, washing hands, washing dishes, and preparing foods.
(21)
] Interconnection--A physical
connection between two public water supply systems.
(22)
] Intruder-resistant fence--A
fence six feet or greater in height, constructed of wood, concrete, masonry,
or metal with three strands of barbed wire extending outward from the top
of the fence at a 45 degree angle with the smooth side of the fence on the
outside wall. In lieu of the barbed wire, the fence must be eight feet in
height. The fence must be in good repair and close enough to surface grade
to prevent intruder passage.
(23)
] L/d Ratio--The dimensionless
value that is obtained by dividing the length (depth) of a granular media
filter bed by the weighted effective diameter
"d"
of the filter
media. The weighted effective diameter of the media is calculated based on
the percentage of the total bed depth contributed by each media layer.
(24)
] Licensed Professional Engineer--An
engineer who maintains a current license through the Texas Board of Professional
Engineers in accordance with its requirements for professional practice.
(25)
] Maximum daily demand--In
the absence of verified historical data
or in cases where a public water
system has imposed mandatory water use restrictions within the past 36 months
, maximum daily demand means 2.4 times the average daily demand of the
system.
(26)
] [
MCL--
]Maximum
Contaminant Level
(MCL)--
[
.
] The MCL for a specific
contaminant is defined in the section relating to that contaminant.
(27)
] [
mg/l--
] Milligrams
per liter
(mg/L)--
[
,
] a measure of concentration, equivalent
to and replacing parts per million (ppm) in the case of dilute solutions.
(28)
] Monthly reports of water
works operations--The daily record of data relating to the operation of the
system facilities compiled in a monthly report.
(29)
]
National Fire Protection
Association (NFPA)
[
NFPA
] standards--The standards of the
NFPA
[
National Fire Protection Association,
] 1 Batterymarch
Park, Quincy, Massachusetts, 02269-9101.
(30)
]
National Sanitation
Foundation (NSF)
[
NSF
]--The
NSF
[
National
Sanitation Foundation
] or reference to the listings developed by the
foundation
[
Foundation,
] P.O. Box 1468, Ann Arbor, Michigan
48106.
(31)
] Noncommunity water system--Any
public water system which is not a community system.
(32)
] Nonhealth hazard--A cross-connection,
potential contamination hazard, or other situation involving any substance
that generally will not be a health hazard, but will constitute a nuisance,
or be aesthetically objectionable, if introduced into the public water supply.
(33)
] Nontransient noncommunity
water system--A public water system that is not a community water system and
regularly serves at least 25 of the same persons at least six months out of
the year.
(34)
]
Psi
[
psi
]--Pounds per square inch.
(35)
] Peak hourly demand--In the
absence of verified historical data, peak hourly demand means 1.25 times the
maximum daily demand (prorated to an hourly rate) if a public water supply
meets the commission's minimum requirements for elevated storage capacity
and 1.85 times the maximum daily demand (prorated to an hourly rate) if the
system uses pressure tanks or fails to meet the commission's minimum elevated
storage capacity requirement.
(36)
] Plumbing inspector--Any person
employed by a political subdivision for the purpose of inspecting plumbing
work and installations in connection with health and safety laws and ordinances,
who has no financial or advisory interest in any plumbing company, and who
has successfully fulfilled the examinations and requirements of the Texas
State Board of Plumbing Examiners.
(37)
] Plumbing ordinance--A set
of rules governing plumbing practices which are at least as stringent and
comprehensive as one of the following nationally recognized codes:
.
]
.
]
(38)
] Potential contamination hazard--A
condition which, by its location, piping or configuration, has a reasonable
probability of being used incorrectly, through carelessness, ignorance, or
negligence, to create or cause to be created a backflow condition by which
contamination can be introduced into the water supply. Examples of potential
contamination hazards are:
,
]
,
]
,
] and
(39)
] Public drinking water program--Agency
staff designated by the executive director to administer the Safe Drinking
Water Act and state statutes related to the regulation of public drinking
water.
Any report required to be submitted in this chapter to the executive
director must be submitted to the
[
The public drinking water program
may be contacted at:
] Texas Natural Resource Conservation Commission,
Water
Supply Division
[
Permitting and Resource Management
Division
], MC 155, P.O. Box 13087, Austin, Texas 78711-3087.
(40)
] Public health engineering
practices--Requirements in these sections or guidelines promulgated by the
executive director.
(41)
] Public water system--A system
for the provision to the public of water for human consumption through pipes
or other constructed conveyances, which includes all uses described under
the definition for drinking water. Such a system must have at least 15 service
connections or serve at least 25 individuals at least 60 days out of the year.
This term includes: any collection, treatment, storage, and distribution facilities
under the control of the operator of such system and used primarily in connection
with such system; and any collection or pretreatment storage facilities not
under such control which are used primarily in connection with such system.
Two or more systems with each having a potential to serve less than 15 connections
or less than 25 individuals but owned by the same person, firm, or corporation
and located on adjacent land will be considered a public water system when
the total potential service connections in the combined systems are 15 or
greater or if the total number of individuals served by the combined systems
total 25 or greater at least 60 days out of the year. Without excluding other
meanings of the terms "individual" or "served," an individual shall be deemed
to be served by a water system if he lives in, uses as his place of employment,
or works in a place to which drinking water is supplied from the system.
(42)
] Sanitary control easement--A
legally binding document securing all land, within 150 feet of a public water
supply well location, from pollution hazards. This document must fully describe
the location of the well and surrounding lands and must be filed in the county
records to be legally binding.
(43)
] Sanitary survey--An onsite
review of the water source, facilities, equipment, operation and maintenance
of a public water system, for the purpose of evaluating the adequacy for producing
and distributing safe drinking water.
(44)
] Service pump--Any pump that
takes treated water from storage and discharges to the distribution system.
(45)
] Transfer pump--Any pump which
conveys water from one point to another within the treatment process or which
conveys water to storage facilities prior to distribution.
(46)
] Transient noncommunity water
system--A public water system that is not a community water system and serves
at least 25 persons at least 60 days out of the year, yet by its characteristics,
does not meet the definition of a nontransient noncommunity water system.
(47)
] Uniform Fire Code--The standards
of the International Conference of Building Officials, 5360 Workman Mill Road,
Whittier, California, 90601-2298.
State
] Board of [
Registration for
] Professional Engineers.
commission's
public drinking water program
] in writing upon completion of all work.
Planning materials should be submitted to the Texas Natural Resource Conservation
Commission, Water Supply Division, MC 153, P.O. Box 13087, Austin, Texas 78711-3087.
proposed
] system has available the
financial, managerial, and technical capability to ensure future operation
of the system in accordance with applicable laws and rules. The executive
director may order the prospective owner or operator to demonstrate financial
assurance to operate the system in accordance with applicable laws and rules
as specified in Chapter 37, Subchapter O of this title (relating to Financial
Assurance for Public Drinking Water Systems and Utilities), or as specified
by commission rule, unless the executive director finds that the business
plan demonstrates adequate financial capability. A business plan shall include
the information and be presented in a format prescribed by the executive director.
For community water systems, the business plan shall contain, at a minimum,
the following elements:
commission's public
drinking water program
] shall be notified in writing by the design engineer
or the owner
before
[
when
] construction is started.
will
] notify the
executive director
[
commission's public drinking water program
] in writing
as to its completion and attest to the fact that the completed work is substantially
in accordance with the plans and change orders on file with the commission.
Changes or additions to existing systems which result in an increase
in production, treatment, or storage capacity shall require written notice
to the executive director.
]
(5)
] The executive director shall
determine whether engineering plans and specifications will be required after
reviewing the initial notification regarding the nature and extent of the
modifications.
The
]
executive director will not require
another state agency or a political
subdivision to submit
planning material on distribution line improvements
if the entity has its own internal review staff and complies with all of the
following criteria
[
when the entity has its own internal engineering
staff or is required, by local ordinance, to submit the material to another
political entity for review and approval. The review staff must be separate
and apart from the engineering staff or firm charged with the design of the
distribution extension under review. The planning material must be reviewed
and certified to be in compliance with §290.44 of this title (relating
to Water Distribution) by a registered professional engineer in the employ
of the review entity. The effect of the distribution system improvements on
compliance with §290.45 of this title (relating to Minimum Water System
Capacity Requirements) must be evaluated. Should the proposed improvements
result in an exceedance of the capacity requirements, written notice of the
extent of the proposed improvements must be submitted to the executive director
].
should
] precede the submission of engineering plans
and specifications for a proposed project
for which an exception is being
requested
.
Ground water
] sources
shall be located so that there will be no danger of pollution from flooding
or from insanitary surroundings, such as privies, sewage, sewage treatment
plants, livestock and animal pens, solid waste disposal sites or underground
petroleum and chemical storage tanks and liquid transmission pipelines, or
abandoned and improperly sealed wells.
150 feet
] of the well location
shall be secured from all [
such
] property owners and recorded in
the deed records at the county courthouse. The easement shall provide that
none of the pollution hazards covered in subparagraphs (A) - (E) of this paragraph,
or any facilities that might create a danger of pollution to the water to
be produced from the well will be located thereon. For the purpose of this
easement, an improperly constructed water well is one which fails to meet
the surface and subsurface construction standards for public water supply
wells. Residential type wells within the easement must be constructed to public
water well standards. Copies of the recorded easements shall be included with
plans and specifications submitted for review.
With the approval of the
executive director, political subdivisions which have adopted and enforce
equivalent ordinances or land use restrictions may substitute these documents
for sanitary control easements.
Special attention must be given to
the
] construction, disinfection, protection, and testing of a well to
be used as a public water supply source
must meet the following conditions
.
the commission's public drinking water program
shall be furnished
] a copy of the well completion data, which includes
the following items: the Driller's Log (geological log and material setting
report); a cementing certificate; the results of a 36-hour pump test; the
results of the microbiological and chemical analyses required by subparagraphs
(F) and (G) of this paragraph; a copy of the Sanitary Control Easement; and
an original or legible copy of a United States Geological Survey 7.5-minute
topographic quadrangle showing the accurate well location
to the executive
director
. All the documents listed in this paragraph must be approved
by the executive director before final approval is granted for the use of
the well.
will
] utilize
a pressure cementation method in accordance with the AWWA Standard for Water
Wells (A100-97), Appendix C: Section C.3 (Positive Displacement Exterior Method);
Section C.4 (Interior Method Without Plug); Section C.5 (Positive Placement,
Interior Method, Drillable Plug); Section C.6 (Placement Through Float Shoe
Attached to Bottom of Casing). Cementation methods other than those listed
in this subparagraph
may be used on a site-specific basis with the prior
written approval of the executive director
[
must be approved by
the executive director prior to the construction of the well
]. A cement
bonding log, as well as any other documentation deemed necessary, may be required
by the executive director to assure complete sealing of the annular space.
the Texas Department of Health approved
] laboratory
for chemical analyses. Tentative approval may be given on the basis of tests
performed by in-plant or private laboratories but final acceptance by the
commission shall be on the basis of results from the
certified
[
Texas Department of Health
] laboratory. Appropriate treatment
shall be provided if the analyses reveal that the water from the well fails
to meet the water quality criteria as prescribed by the drinking water standards.
These criteria include turbidity, color and threshold odor limitations, and
excessive hydrogen sulfide, carbon dioxide or other constituents or minerals
which make the water undesirable or unsuited for domestic use. Additional
chemical and microbiological tests may be required after the
executive
director
[
commission's public drinking water program
] conducts
a vulnerability assessment of the well.
commission's
public drinking water program
] for review and approval
to the Texas
Natural Resource Conservation Commission, Water Supply Division, MC 153, P.O.
Box 13087, Austin, Texas 78711-3987
.
proposed
] surface
water
source
[
impoundment or flowing supply
] in the
area of diversion and its tributary streams.
The area where surface water
sources are diverted for drinking water use shall be evaluated and protected
from sources of contamination.
commission's public drinking water program
] shall be furnished
with an original or legible copy of a United States Geological Survey 7.5-minute
topographic quadrangle showing the accurate intake location.
Groundwaters
].
All plant piping shall be constructed so as to be
thoroughly tight against leakage.
] Return of the decanted water or sludge
to the raw water shall be adequately controlled so that there will be a minimum
of interference with the treatment process. Any discharge of wastewater shall
be in accordance with
all applicable state and federal
[
the
appropriate
] statutes and regulations
including Chapter 305 of
this title (relating to Consolidated Permits), Chapter 309 of this title
(relating to Domestic Wastewater Effluent Limitation and Plant Siting), and
Chapter 319 of this title (relating to General Regulations Incorporated into
Permits).
Adequate
] containment facilities shall be provided for all liquid
chemical storage tanks.
Containment facilities must be large enough to hold the
maximum amount of chemicals that can be stored in the tanks with a minimum
freeboard of six inches.
]
(II)
] The materials used to construct
containment structures must be compatible with the chemicals stored in the
tanks.
(III)
] Incompatible chemicals shall
not be stored within the same containment structure.
be based on
] a maximum [
design
] filtration
rate of 2.0 gallons per square foot per minute. At the beginning of filter
runs for declining rate filters, a maximum filtration rate of 3.0 gallons
per square foot per minute is allowed.
design
] filtration rate
of 5.0 gallons per square foot per minute [
must be used
]. At the
beginning of filter runs for declining rate filters, a maximum filtration
rate of 6.5 gallons per square foot per minute is allowed.
be based on
] a maximum filtration rate of 2.0
gallons per square foot per minute
with the largest filter off- line
.
The design capacity
of filtration facilities shall be based on the cumulative filter capacity
with the largest filter out of service.
]
When chlorine
gas is used, a full-face self-contained breathing apparatus or supplied air
respirator that meets Occupational Safety and Health Administration (OSHA)
standards for construction and operation, and a small bottle of fresh ammonia
solution (or approved equal) for testing for chlorine leakage shall be readily
accessible outside the chlorinator room and immediately available to the operator
in the event of an emergency.
]
(7)
] Hypochlorination solution containers
and pumps must be housed in a secure enclosure to protect them from adverse
weather conditions and vandalism. The solution container top must be completely
covered to prevent the entrance of dust, insects, and other contaminants.
(8)
] Where anhydrous ammonia feed
equipment is utilized, it must be housed in a separate enclosure equipped
with both high and low level ventilation to the outside atmosphere. The enclosure
must be provided with forced air ventilation which includes: screened and
louvered floor level and high level vents; a fan which is located at and draws
air in through the floor vent and discharges through the top vent; and a fan
switch located outside the enclosure. Alternately, systems may install negative
pressure ventilation as long as the facilities also have gas containment and
treatment as prescribed by the current Uniform Fire Code (UFC).
These are minimum requirements
] for domestic flows only
and do not consider fire flows.
Larger pipe sizes shall be used
[
These requirements should be exceeded
] when the licensed professional
engineer deems it necessary. It should be noted that the required sizes are
based strictly on the number of customers to be served and not on the distances
between connections or differences in elevation or the type of pipe. No new
water line under two inches in diameter will be allowed to be installed in
a public water system distribution system. These minimum line sizes do not
apply to individual customer service lines.
Systems where no direct charge is made
for the water shall be exempted from this requirement.
]
with a view
] to
ultimately
connect the ends
[
connecting them
] to provide
circulation.
(2)
] When new potable water distribution
lines are constructed, they shall be installed no closer than nine feet in
all directions to wastewater collection facilities. All separation distances
shall be measured from the outside surface of each of the respective pieces.
(3)
] Potable water distribution
lines and wastewater
mains or laterals
[
collection lines or
force mains
] that form parallel utility lines shall be installed in
separate trenches.
(4)
] No physical connection shall
be made between a drinking water supply and a sewer line. Any appurtenance
shall be designed and constructed so as to prevent any possibility of sewage
entering the drinking water system.
(5)
] Where the nine foot separation
distance cannot be achieved, the following criteria shall apply:
line/force
] main
or lateral
and the licensed professional engineer
licensed in the State of
Texas
is able to determine that the existing
wastewater main or
lateral
[
line
] is not leaking, the new potable waterline
shall be located at least two feet above the existing
wastewater main
or lateral
[
line
], measured vertically, and at least four
feet away, measured horizontally, from the existing
wastewater main or
lateral
[
line
]. Every effort shall be exerted not to disturb
the bedding and backfill of the existing wastewater
main or lateral
[
line
].
line
] and it cannot
be determined by the licensed professional engineer if the existing line is
leaking, the existing wastewater
main or lateral
[
line
]
shall be replaced with
at least
[
a
] 150 psi pressure
rated pipe. The new potable waterline shall be located at least two feet above
the new wastewater line, measured vertically, and at least four feet away,
measured horizontally, from the replaced wastewater
main or lateral
[
line
].
line/force
] main, the wastewater
main or lateral
[
line
] shall be constructed of
at least
150 psi pressure rated
pipe. The new potable waterline shall be located at least two feet above the
wastewater
main or lateral
[
line
], measured vertically,
and at least four feet away, measured horizontally, from the wastewater
main or lateral
[
line
].
line
], one segment
of the waterline pipe shall be centered over the wastewater
main or lateral
[
line
] such that the joints of the waterline pipe are equidistant
and at least nine feet horizontally from the centerline of the wastewater
main or lateral
[
line
]. The potable waterline shall be at
least two feet above the wastewater
main or lateral
[
line
]. Whenever possible, the crossing shall be centered between the joints
of the wastewater
main or lateral
[
line
]. If the existing
wastewater
main or lateral
[
line
] is disturbed or shows
signs of leaking, it shall be replaced for at least nine feet in both directions
(18 feet total) with
at least
150 psi pressure rated pipe.
line
], one segment
of the waterline pipe shall be centered over the wastewater
main or lateral
[
line
] such that the joints of the waterline pipe are equidistant
and at least nine feet horizontally from the centerline of the wastewater
main or lateral
[
line
]. The potable waterline shall be at
least six inches above the wastewater
main or lateral
[
line
]. Whenever possible, the crossing shall be centered between the joints
of the wastewater
main or lateral
[
line
]. If the existing
wastewater
main or lateral
[
line
] shows signs of leaking,
it shall be replaced for at least nine feet in both directions (18 feet total)
with
at least
150 psi pressure rated pipe.
line
] and the standard
pipe segment length of the wastewater
main or lateral
[
line
] is at least 18 feet, one segment of the waterline pipe shall be centered
over the wastewater
main or lateral
[
line
] such that
the joints of the waterline pipe are equidistant and at least nine feet horizontally
from the centerline of the wastewater
main or lateral
[
line
]. The potable waterline shall be at least two feet above the wastewater
main or lateral
[
line
]. Whenever possible, the crossing shall
be centered between the joints of the wastewater
main or lateral
[
line
]. The wastewater pipe shall have a minimum pipe stiffness
of 115 psi at 5.0% deflection. The wastewater
main or lateral
[
line
] shall be embedded in cement stabilized sand (see
clause (vi)
[
§290.44(e)(5)(B)(vi)
] of this
subparagraph
[
title
]) for the total length of one pipe segment plus 12 inches
beyond the joint on each end.
line
] and a standard
length of the wastewater pipe is less than 18 feet in length, the potable
water pipe segment shall be centered over the wastewater line. The materials
and method of installation shall conform with one of the following options:
line
] shall be located below the waterline.
line
] within nine feet horizontally of the waterline shall be
encased in an 18 foot (or longer) section of pipe. Flexible encasing pipe
shall have a minimum pipe stiffness of 115 psi at 5.0% deflection. The encasing
pipe shall be centered on the waterline and shall be at least two nominal
pipe diameters larger than the wastewater
main or lateral
[
line
]. The space around the carrier pipe shall be supported at
five-foot
[
5 foot
] (or less) intervals with spacers or be
filled to the springline with washed sand. Each end of the casing shall be
sealed with water tight non-shrink cement grout or a manufactured water tight
seal. An absolute minimum separation distance of six inches between the encasement
pipe and the waterline shall be provided. The wastewater line shall be located
below the waterline.
line
], the waterline
shall
[
will
] be encased as described for wastewater
mains or laterals
[
lines
] in
subclause
[
section
] (II)
of this clause
[
above
] or constructed of ductile iron or
steel pipe with mechanical or welded joints as appropriate. An absolute minimum
separation distance of one foot between the water line and the wastewater
main or lateral
[
line
] shall be provided. Both the waterline
and wastewater
main or lateral
[
line,
] must pass a pressure
and leakage test as specified in AWWA C600 standards.
line
], one segment of the
waterline pipe shall be centered over the wastewater line such that the joints
of the waterline pipe are equidistant and at least nine feet horizontally
from the centerline of the wastewater
main or lateral
[
line
]. The potable waterline shall be at least six inches above the wastewater
main or lateral
[
line
]. Whenever possible, the crossing
shall
[
should
] be centered between the joints of the wastewater
main or lateral
[
line
]. The wastewater pipe shall have a
minimum pressure rating of
at least
150 psi. The wastewater
main or lateral
[
line
] shall be embedded in cement stabilized
sand
(see clause (vi) of this subparagraph)
for the total length
of one pipe segment plus 12 inches beyond the joint on each end.
sewer pipe
]. The use of brown
coloring in cement stabilized sand for wastewater
main or lateral
[
line
] bedding is recommended for the identification of
pressure
rated
wastewater [
force
] mains during future construction.
(6)
] Waterline and
Wastewater
Main or Lateral
Manhole
or Cleanout
Separation. The separation
distance from a potable waterline to a
wastewater main or lateral
manhole
or cleanout
shall be a minimum of nine feet. Where the
nine-foot
[
nine foot
] separation distance cannot be achieved,
the potable waterline shall be encased in a joint of
at least
150
psi pressure class pipe at least 18 feet long and two nominal sizes larger
than the new conveyance. The space around the carrier pipe shall be supported
at five feet intervals with spacers or be filled to the spring line with washed
sand. The encasement pipe shall be centered on the crossing and both ends
sealed with cement grout or manufactured
sealant
[
seal
].
(7)
] Location of Fire
Hydrants
[
hydrants
]. Fire hydrants shall not be installed within
nine feet vertically or horizontally of any
wastewater main or lateral
[
sanitary sewer line
] regardless of construction.
(8)
] Location of
Potable or
Raw Water Supply or Suction
[
Supply/Suction
] Lines. Suction
mains to pumping equipment shall not cross wastewater
mains or laterals
[
lines carrying domestic or industrial wastes
]. Raw water
supply lines shall not be installed within five feet of any tile or concrete
wastewater
main or lateral
[
line
].
(9)
] Proximity of Septic Tank Drainfields.
Waterlines shall not be installed closer than ten feet to septic tank drainfields.
water lines
].
Executive Director's
]
permission
of the executive director
, the watertight pipe encasement
may be omitted.
which
] shall be repeated if contamination persists. A minimum of one
sample for each 1,000 feet of completed water line will be required or at
the next available sampling point beyond 1,000 feet as designated by the design
engineer.
2.0 gallons per minute per connection
] must be provided;
2.0 gallons per minute per connection
]; and
Exceptions
].
Public water systems may request approval to meet alternative
capacity requirements in lieu of the minimum capacity requirements specified
in this section.
[
Requests for exceptions to one or more of these
Minimum Water System Capacity Requirements shall be considered on an individual
basis.
] Any water system
requesting to use an alternative capacity
requirement
[
which requests an exception
] must demonstrate
to the satisfaction of the executive director that
approving the request
[
the exception
] will not compromise the public health or
result in a degradation of service or water quality as specified in §290.39(l)
of this title (relating to General Provisions).
Exceptions
to the minimum capacity requirements
] for public water systems may be
granted upon
request
[
application
] to and approval by
the executive director. The
request to use an alternative capacity requirement
[
application for an exception to the minimum capacity requirements
] must include:
required to evaluate the
exception request
].
Exceptions
] to the elevated storage requirements may be
obtained based on
request
[
application
] to and approval
by
[
of
] the executive director. Special conditions apply
to systems
using an alternative capacity requirement to meet minimum
pressure maintenance requirements
[
qualifying for an elevated storage
exception
].
24 hour
] pressure chart recordings
of distribution pressures maintained during past power failures, if available.
The period reviewed
shall
[
should
] not be less than
three years.
exception granted pursuant to these requirements
] shall be subject to review at the time of each routine sanitary survey
of the system. Failure to demonstrate satisfactory survey findings may result
in revocation of the
alternative capacity requirement
[
exception
].
If permission to use an alternative capacity requirement is
revoked, the public water system must meet the applicable minimum capacity
requirements of this section.
title
] (relating to Drinking Water Standards Governing Drinking Water
Quality and Reporting Requirements for Public Water Supply Systems). Microbiological
samples may be required by the executive director for monitoring purposes
in addition to the routine samples required by the drinking water standards.
These samples shall be submitted to
a certified laboratory
[
the Texas Department of Health Bureau of Laboratories or one of its approved
laboratories
]. (A list of the
certified
[
approved
]
laboratories can be obtained by contacting the
executive director
[
Texas Department of Health Bureau of Laboratories
]).
public drinking water
program
].
An acceptable
] disinfectant residual must be continuously maintained
during the treatment process and throughout the distribution system.
facilities
]
shall be operated and monitored in a manner that will assure compliance with
the requirements of §290.110 of this title (relating to Disinfectant
Residuals).
in the far reaches of
] the distribution
system at all times:
certified
] personnel.
Except as provided in paragraph (7) of this subsection,
all public water systems must be operated continuously under the direct supervision
of an adequately trained and appropriately licensed water works operator.
[
All systems, except transient noncommunity that which utilize
ground or purchased water, must be under the direct supervision of a certified
water works operator. The operator shall ensure that the water system complies
with the requirements of this section.
]
No district, municipality, firm, corporation,
or individual, except transient noncommunity systems which utilize groundwater
or purchased water, shall furnish to the public any drinking water unless
the production, processing, treatment, and distribution are at all times under
the direct daily supervision of a competent water works operator holding a
valid certificate of competency issued under the direction of the executive
director.
]
Each surface water treatment plant must
have at least a Class "C" surface water operator on duty at the plant when
it is in operation or the plant must be provided with continuous turbidity
and disinfectant residual monitors with automatic plant shutdown and alarms
to summon operators so as to ensure that the water produced continues to meet
the commission's drinking water standards during periods in which the plant
is unattended.
]
Systems that have sources which
are classified as groundwater under the direct influence of surface water
must be under the supervision of either an operator who has at least a Class
"C" groundwater certificate and has completed additional training as designated
in the following subparagraphs or an operator who has at least a Class "C"
surface water certificate.
]
Those systems which utilize cartridge
filters must be under the supervision of at least a Class "C" groundwater
operator who has completed an agency recognized 8-hour training course on
monitoring and reporting requirements.
]
Those systems which utilize coagulant addition
and direct filtration must be under the supervision of at least a Class "C"
groundwater operator who has completed an agency recognized 20-hour Surface
Water Production course and an agency recognized 8-hour training course on
monitoring and reporting requirements.
]
Those systems which utilize complete surface
water treatment must comply with the requirements of paragraph (2) of this
subsection.
]
Certified
operators must provide the public drinking water program with written, dated
and signed notice of the public water systems which they operate or where
they are employed when applying for, renewing, or upgrading their certification.
This notice must be amended in writing within ten days of any change in responsibility.
]
Training programs for all chemicals used
in water treatment shall meet applicable standards established by the Occupational
Safety and Health Administration (OSHA) or the Texas Hazard Communications
Act, Health and Safety Code, Title 5, Chapter 502.
]
daily
] record of water works operation and maintenance activities
and submit periodic operating reports.
each day;
]
each day;
]
(iii)
] the turbidity monitoring
results and exception reports for individual filters as required by §290.111
of this title (relating to Turbidity);
(iv)
] the calibration records for
laboratory equipment, flow meters, rate-of-flow controllers, on-line turbidimeters,
and on-line disinfectant residual analyzers; and
(v)
] the records of backflow prevention
device programs.
results of microbiological
analyses
] shall be retained for at least five years
:
[
.
]
Permitting
and Resource Management Division
], MC 155, P.O. Box 13087, Austin, Texas
78711-3087 by the tenth day of the month following the end of the reporting
period.
with 5000 or more
inhabitants or within smaller, like entities which have adopted the Plumbing
License Law by ordinance
]. Such entities may stipulate that the customer
service inspection be performed by the plumbing inspector as a part of the
more comprehensive plumbing inspection. Where such entities permit customer
service inspectors to perform customer service inspections, the customer service
inspector shall report any violations immediately to the local entity's plumbing
inspection department.
reliability
] and general appearance of the system's
facilities and equipment.
The grounds and facilities shall be maintained
in a manner so as to minimize the possibility of the harboring of rodents,
insects, and other disease vectors, and in such a way as to prevent other
conditions that might cause the contamination of the water.
each certified operator who supervises more than one water system shall
provide the public drinking water program written notices containing their
certificate number, address and telephone number, and the name and identification
number of each public water system which they supervise. Each operating company
shall provide this information for itself and for each of its operators
].
See §290.47(g) of this title (relating to Appendices).
-
] hours using the prescribed notification format as
specified in §290.47(e) of this title (relating to Appendices). A copy
of this notice shall be provided to the
executive director
[
public drinking water program
]. Bilingual notification may be appropriate
based upon local demographics. Once the boil water notification is no longer
in effect, the customers must be notified in a manner similar to the original
notice.
commission's public drinking water program
] for review and approval. Deteriorated wells must be either plugged
with cement or repaired to a non-deteriorated condition.
Figure: 30 TAC §290.47(f)
]
Figure: 30 TAC §290.47(g)
]
Figure: 30TAC §290.47(i)
]
Subchapter F. DRINKING WATER STANDARDS GOVERNING DRINKING WATER QUALITY AND REPORTING REQUIREMENTS FOR PUBLIC WATER SYSTEMS
(c)
] Modified Monitoring. When a
public water system supplies water to one or more other public water systems,
the executive director may modify the monitoring requirements imposed by this
chapter to the extent that the interconnection of the systems justifies treating
them as a single system for monitoring purposes. Any modified monitoring shall
be conducted pursuant to a schedule specified by the executive director in
concurrence with the requirements of the administrator of the EPA.
(6)
] Enhanced coagulation--The removal
of disinfection by-product precursors to a specified level by conventional
coagulation and sedimentation.
(7)
] Enhanced softening The removal
of disinfection by-product precursors to a specified level by softening.
(8)
] Entry point to the distribution
system--Any point where
a source of
[
freshly
] treated
water
first
enters the distribution system. Entry points to the
distribution system may include points where chlorinated well water, treated
surface water, rechlorinated water from storage, or water purchased from another
supplier enters the distribution system.
(9)
] Filter assessment--An in-depth
evaluation of an individual filter, including the analysis of historical filtered
water turbidity from the filter, development of a filter profile, evaluation
of media condition, identification and prioritization of factors limiting
filter performance, appraisal of the applicability of corrections, and preparation
of a filter self-assessment report.
(10)
] Filter profile--A graphical
representation of individual filter performance, based on continuous turbidity
measurements or total particle counts versus time for an entire filter run.
The filter profile must include all the data collected from the time that
the filter placed into service until the time that the backwash cycle is complete
and the filter is restarted. The filter profile must also include data collected
as another filter is being backwashed.
(11)
] Haloacetic acids (five) (HAA5)--The
sum of the monochloroacetic acid, dichloroacetic acid, trichloroacetic acid,
monobromoacetic acid, and dibromoacetic acid concentrations in milligrams
per liter, rounded to two significant figures after
adding the sum
[
summing
].
(12)
] Halogen--One of the chemical
elements chlorine, bromine, or iodine.
(13)
] Maximum contaminant level
(MCL) The maximum concentration of a regulated contaminant that is allowed
in drinking water before the public water system is cited for a violation.
Maximum contaminant levels for regulated contaminants are defined in the applicable
sections of this subchapter.
(14)
] Maximum residual disinfectant
level (MRDL) The disinfectant concentration that may not be exceeded in the
distribution system. There is convincing evidence that addition of a disinfectant
is necessary for control of waterborne microbial contaminants.
(15)
] Minimum acceptable disinfectant
residual--The lowest disinfectant concentration allowed in the distribution
system for microbial control.
(16)
] Specific ultraviolet absorption
at 254 nanometers (nm) (SUVA) An indirect indicator of whether the organic
carbon in water is humic or non-humic. It is calculated by dividing a sample's
ultraviolet absorption at a wavelength of 254 nm (UV254) (in m
- 1
) by its concentration of dissolved organic carbon (DOC) (in mg/L).
(17)
] Total organic carbon (TOC)
The concentration of total organic carbon, in milligrams per liter, measured
using heat, oxygen, ultraviolet irradiation, chemical oxidants, or combinations
of these oxidants that convert organic carbon to carbon dioxide, rounded to
two significant figures. TOC is a surrogate measure for precursors to formation
of disinfection by- products.
(18)
] Total trihalomethanes (TTHM)
The sum of the chloroform, dibromochloromethane, bromodichloromethane, and
bromoform concentrations in milligrams per liter, rounded to two significant
figures after summing.
(19)
] Trihalomethane (THM)--One
of the family of organic compounds named as derivatives of methane, wherein
three of the four hydrogen atoms in methane are each substituted by a halogen
atom in the molecular structure.
MRDLs
],
treatment techniques, and action levels are presented in this section as a
reference source. Only the regulatory concentrations are shown in these tables.
Compliance requirements are given in the specific section for each chemical.
(MCLs)
] for inorganic
compounds. The
MCLs
[
maximum contaminant levels
] for
inorganic contaminants listed
in this subsection
[
below
]
apply to public water systems as provided in §290.106 of this title (relating
to Inorganic Contaminants).
Figure: 30 TAC §290.104(b)
]
MCLs
] for all
inorganic contaminants
(IOCs)
listed in this section.
inorganic
contaminants (IOCs)
]. The
MCLs
[
maximum contaminant
levels
] for
IOCs
[
inorganic contaminants
] listed
in the following table apply to community and nontransient, non-community
water systems. The
MCLs
[
maximum contaminant levels
]
for nitrate, nitrite, and total nitrate and nitrite also apply to transient
non-community water systems.
Figure: 30 TAC §290.106(b)
]
inorganic
contaminants
]. Public water systems shall monitor for
IOCs
[
inorganic contaminants
] at the locations [
and
] specified
by the executive director. All monitoring conducted pursuant to the requirements
of this section must be conducted at sites designated in the public water
system's monitoring plan. Each public water system shall monitor at the time
designated during each compliance period.
Antimony,
] arsenic, barium, beryllium, cadmium, chromium,
cyanide, fluoride, mercury, nitrate, nitrite, selenium, and thallium shall
be monitored at each
entry
point [
of entry
] to the distribution
system.
a point of entry
] that is representative
of all sources and during periods of normal operating conditions when water
is representative of all sources being used.
of entry
] to the distribution system unless
the executive director determines that conditions make another
entry
point [
of entry
] more representative of the source or treatment
plant being monitored.
of entry
] to the distribution system
.
of entry
] to the distribution system used in
the composite are available, the system may use these instead of resampling.
The duplicates must be analyzed within 14 days of the composite.
of entry
] to the distribution system.
of entry
] to the distribution
system.
of entry
] to the distribution system.
A
] public water
systems
[
system
] shall routinely monitor for nitrate.
of entry
] to the distribution
system.
of entry
] to the distribution system.
annually
] sample each surface water source
annually
at the
entry
point [
of entry
] to the distribution system.
of entry
] to the distribution system as the
sample that exceeded the MCL.
inorganic
contaminants
]. Analytical procedures shall be performed in accordance
with §290.119 of this title (relating to Analytical Procedures). Testing
for inorganic contaminants shall be performed at a laboratory certified by
the
executive director
[
Texas Department of Health (TDH) Bureau
of Laboratories
].
inorganic
contaminants
].
Upon the request of the executive director, the
owner or operator of a public water system must provide the executive director
with a copy of the results of any test, measurement, or analysis required
by this subsection. The copies must be submitted within ten days of the request
or within ten days of their receipt by the public water system, whichever
is later. The copies must be mailed to the Texas Natural Resource Conservation
Commission, Water Supply Division, MC 155, P.O. Box 13087, Austin, Texas 78711-3087.
[
Any owner or operator of a public water system subject to the
provisions of this section is required to report to the executive director
the results of any inorganic constituent analyses, measurement, or analysis
required to be made by these standards within ten days following the receipt
of results for such test, measurement, or analysis.
]
inorganic
contaminants
]. Compliance with this section shall be determined using
the following criteria.
inorganic contaminant
] shall be based on the analytical results obtained
at each individual sampling point.
inorganic contaminant
] except nitrate and nitrite) specified in subsection (b) of this section
commits an MCL violation.
If a confirmation sample is not collected,
compliance shall be based on the results of each original sample.
]
If
] a confirmation sample is collected, [
the
]
compliance will be based on the average result of the original and confirmation
samples.
inorganic contaminants
]. A public water system that violates the requirements of this section
must notify the executive director and the system's customers.
inorganic contaminants
] except
nitrate and nitrite (i.e., antimony, arsenic, asbestos, barium, beryllium,
cadmium, chromium, cyanide, fluoride, mercury, selenium, and thallium) shall
notify the executive director by the end of the next business day and the
water system customers in accordance with the requirements of §290.122(b)
of this title.
inorganic contaminants
].
BAT
[
Best available technology
] for treatment of violations of MCLs in subsection (b) of this section
are listed in 40 CFR §141.62.
maximum contaminant levels
] specified in this
section.
1 ppm
] (or equivalent) for acrylamide and 0.01% dosed
at
20 mg/L
[
20 ppm
] (or equivalent) for epichlorohydrin.
pursuant to
] the requirements of this section must
be conducted at sites designated in the public water system's monitoring plan.
All samples must be taken during periods of normal operation when water representative
of all sources used by the system is being used.
of entry
] to the distribution
system which is representative of each well after treatment. Subsequent samples
must be taken at the same
entry
point [
of entry
] to
the distribution system unless a change in conditions makes another
entry
point [
of entry
] to the distribution system more representative
of each source or treatment plant. The executive director must approve any
change in sampling location.
point of entry
] to the distribution
system unless a change in conditions makes another
entry
point
[
of entry
] to the distribution system more representative of each
source or treatment plant. The executive director must approve any change
in sampling location.
of
entry
] to the distribution system at which a detection occurs.
of entry
] to the distribution system are allowed.
Compositing of samples must be done in the laboratory and analyzed within
14 days of sample collection.
of
entry
] to the distribution system included in the composite and analyzed
within 14 days of collection.
of entry
] to the distribution system used in
the composite are available, the executive director may use these duplicates
instead of resampling. The duplicate must be analyzed within 14 days of collection
and the results reported to the executive director.
of entry
] to the distribution system unless
a change in conditions makes another
entry
point [
of entry
] to the distribution system more representative of each source or treatment
plant. The executive director must approve any change in sampling location.
of entry
] to the distribution system. Subsequent samples must be taken
at the same
entry
points [
of entry
] to the distribution
system unless a change in conditions makes another
entry
point
[
of entry
] to the distribution system more representative of each
source or treatment plant. The executive director must approve any change
in sampling location.
(c)(2)(B)(iii)
] of this section
after completing the initial monitoring. For the purposes of this section,
detection is defined
as an analytical result of 0.0005 mg/L or greater
[
>0.0005 mg/l
]. A waiver shall be effective for no more
than six years (two compliance periods).
mg/l
] in any sample, then:
of entry
] to the distribution system which resulted in a
detection;
of entry
] to the distribution system at which one or more of the two-carbon
organic compounds was detected. If the result of the first analysis does not
detect vinyl chloride, the executive director may reduce the quarterly monitoring
frequency for vinyl chloride to one sample during each compliance period.
Surface water systems are required to monitor for vinyl chloride as specified
by the executive director.
of entry
] to the
distribution system during the time the waiver is effective (i.e., one sample
during two compliance periods or six years) and update its vulnerability assessment
considering the factors listed in this paragraph. Based on this updated vulnerability
assessment the executive director must reconfirm that the system is not vulnerable.
If the executive director does not make this reconfirmation within three years
of the initial determination, then the waiver is invalid and the system is
required to sample annually; and
of entry
] to the distribution system are allowed. Compositing
of samples must be done in the laboratory and analyzed within 14 days of sample
collection.
>0.0005 mg/l
] for any contaminant
listed in subsection (b)(2) of this section, then a follow-up sample must
be taken and analyzed within 14 days from each
entry
point [
of entry
] to the distribution system included in the composite.
of entry
] to the distribution system used in
the composite are available, the system may use these instead of resampling.
The duplicate must be analyzed [
and the results reported to the public
drinking water program
] within 14 days of collection.
of entry
] to the distribution system
within a single system.
TDH Bureau of Laboratories
].
Any
owner or operator of a public water system subject to the provisions of this
section is required to report to the public drinking water program the results
of any test, measurement, or analysis required to be made by this section
within ten days following receipt of the results of such test, measurement,
or analysis.
]
of entry
] to the distribution system.
of entry
] to the distribution system. If the
annual average at any
entry
point [
of entry
] to the
distribution system is greater than the MCL, the system commits an MCL violation.
If the initial sample or a subsequent sample would cause the annual average
to be exceeded, then the system is out of compliance immediately. Any samples
below the detection limit shall be considered to be zero for purposes of calculating
the annual average.
of entry
] to the distribution system is greater than
the MCL, the system commits an MCL violation. If a confirmation sample is
required the executive director, the determination of compliance will be based
on the average of the two samples.
public drinking water program
] and the system's customers. If a public water system has a distribution
system separate from other parts of the distribution system with no interconnections,
the executive director may allow the system to give public notice to only
that portion of the system which is out of compliance.
public
drinking water program
] and notify the public as provided under §290.122(b)
of this title [
(relating to Public Notification)
].
Best available technology (BAT)
] for treatment of violations
of MCLs in subsection (b) of this section are listed in 40 CFR §141.61.
Copies are available for review in the
Water Supply Division
[
Water Permitting and Resource Management Division
], Texas Natural Resource
Conservation Commission, P. O. Box 13087, Austin, Texas 78711-3087.
Radiological Sampling and Analytical Requirements] .
and nontransient, noncommunity
] water systems shall comply with the requirements of this section regarding
radiological contaminants. Public water systems treating groundwater under
the direct influence of surface water must comply with the radiological requirements
for surface water systems.
TDH Bureau of Laboratories
].
Any owner or operator of a public
water system subject to the provisions of this section is required to report
to the executive director the results of any test, measurement, or analysis
required to be made by this section within ten days following receipt of the
results of such test, measurement, or analysis.
]
public drinking water program
] and the system's customers.
public drinking water program
] and notify the public
as required by §290.122(b) of this title [
(relating to Public Notification)
].
public drinking water program
] and to the public
as required by §290.122(b) of this title [
(relating to Public Notification)
].
public drinking water program
] by the end of the day in accordance
with subsection (g) of this section.
TDH Bureau of Laboratories
].
Any
owner or operator of a public water system subject to the provisions of this
section is required to report to the public drinking water program the results
of any test, measurement, or analysis required to be made by this section
within ten days following receipt of the results of such test, measurement,
or analysis.
]
(relating to Public Notification)
] for microbial contamination.
public drinking water program
] by the end of the day when
the system is notified of the test result, unless the system is notified of
the result after the
commission's
[
public drinking water program's
] office is closed, in which case the system must notify the
executive
director
[
public drinking water program
] before the end of
the next business day.
public drinking
water program
] immediately after it learns of the violation, but no
later than the end of the next business day, and notify the public in accordance
with §290.122(b) of this title.
public drinking water program
] within
ten days after the system discovers the violation and notify the public in
accordance with §290.122(c) of this title.
concentrations
] (MRDLs) provided in this section. The disinfection process at a system
treating surface water or groundwater under the direct influence of surface
water shall meet the treatment technique requirements provided in this section.
that serve fewer
than 10,000 people and those that serve at least 10,000 people and use groundwater
sources
] must comply with the MRDL for chlorine and chloramine.
conduct
daily disinfectant residual tests at representative locations in the distribution
system unless they
] use groundwater or purchased water sources only
and serve fewer than 250 connections or 750 people daily
, monitor the
disinfectant residual at representative locations in the distribution system
at least one every seven days
.
which
]
use groundwater or purchased water sources only and serve fewer than 250 connections
or 750 people daily
,
must
monitor
[
test
]
the disinfectant residual
at least once per day
at representative
locations in the distribution system [
at least once every seven days
].
(C)
]
All public water systems
must monitor the
[
The
] residual disinfectant concentration
each time that a
[
must be measured at least at the same points
in the distribution system and at the same time as
] bacteriological
sample is
[
samples are
] collected, as specified in §290.109
of this title (relating to Microbial Contaminants).
public drinking water program
]
the results of any test, measurement, or analysis required by this section.
public drinking water program
] at least by the end of the
next business day.
TNRCC
] Form 0102A. After January 1, 2001, systems must submit
commission
[
TNRCC
] Form
0102C
[
00102
].
Monthly Report for Chlorine Dioxide Installations
] each month.
Water Permitting and Resource Management
Division
], P.O. Box 13087, MC 155, Austin, Texas 78711-3087 by the tenth
day of the month following the end of the reporting period.
(c)(3)(C)
] of this section also commits a nonacute treatment technique violation.
public drinking water program
] and the people served by the system.
public drinking water program
] by the end of the next business
day and the customers in accordance with the requirements of §290.122
of this title (relating to Public Notification).
(relating to Public
Notification)
].
(b)(2)
] of this section shall notify the
executive
director
[
public drinking water program
] by the end of the
next business day and the customers in accordance with the requirements of §290.122(b)
of this title.
public drinking water program
] by the end of the next business
day and the customers in accordance with the requirements of §290.122(b)
of this title.
or
] the samples
tested each month. The executive director may allow a turbidity level of up
to 1.0 NTU in at least 95% of the samples if the system can achieve the required
3-log removal or inactivation of
Giardia lamblia
cysts and 4-log removal or inactivation of viruses at that higher
turbidity level.
(relating to Analytical Procedures)
]. Equipment
used for compliance measurements must be maintained and calibrated in accordance
with §290.46(s) of this title (relating to Minimum Acceptable Operating
Practices for Public Drinking Water Systems).
nephelometric methods
] or Great Lakes Instruments Method 2.
5.0
] NTU in the combined filter effluent shall notify
the
executive director
[
public drinking water program
]
by the next business day.
TNRCC
] Form 0102A. After January 1, 2001, systems must submit
commission
[
TNRCC
] Form
0102C
[
01020
].
Water Permitting and Resource Management Division
], MC
155, P.O. Box 13087, Austin, Texas 78711-3087 by the tenth day of the month
following the end of the reporting period.
public drinking water program
] and the people served by the system.
public drinking water program
] by the next business day
and the water system customers of the acute violation in accordance with the
requirements of
§290.46(q)(3)
[
§290.46(s)(4)
]
of this title [
(relating to Minimum Acceptable Operating Practices for
Public Drinking Water Systems)
] and §290.122(a) of this title (relating
to Public Notification).
public drinking water program
]
by the end of the next business day and the water system customers in accordance
with the requirements of §290.122(b) of this title.
public drinking
water program
] for approval of Step 2 removal requirements.
public drinking water program
]
for approval of the alternative removal requirements at least 15 days before
the end of the applicable quarter.
Within one hour of
] taking the source water sample, systems must
measure each treatment plant TOC after filtration in the combined filter effluent
stream. These samples (source water alkalinity, source water TOC, and treated
water TOC) are referred to as a TOC sample set.
Water Permitting
and Resource Management Division
] MC 155, P.O. Box 13087, Austin, Texas
78711-3087 by the tenth day of the month following the end of the reporting
period.
(G)
] A system that does not meet
any of the alternative compliance criteria must apply for the Step 2 alternative
removal requirements and must submit the results of Step 2 jar testing.
public drinking water program
] and the
system's customers.
public drinking
water program
] and the water system customers in accordance with the
requirements of §290.122(b) of this title (relating to Public Notification).
that serve fewer than
10,000 persons and those that serve at least 10,000 persons and use groundwater
sources
] must comply with the MCL for TTHM and HAA5.
TDH Bureau of Laboratories
].
Any owner or
operator of a public water system subject to the provisions of this section
is required to report to the public drinking water program the results of
any test, measurement, or analysis required to be made by this section within
ten days following receipt of results of such test, measurement, or analysis.
]
public
drinking water program
] and the system's customers.
public drinking water program within 30 days after receiving
analytical results and notify the public as provided under
] §290.122(b)
of this title (relating to Public Notification).
Other than TTHM and HAA5 ].
TDH Bureau
of Laboratories
].
using chlorine dioxide shall properly complete and submit
periodic report to demonstrate compliance with this subsection
].
within ten
days after the end of each month. The report must be submitted to the Texas
Natural Resource Conservation Commission, Water Permitting and Resource Management
Division, P.O. Box 13087, MC 155, Austin, Texas 78711-3087.
]
The results of all samples collected at points designated
in the monitoring plan must be reported.
]
public drinking water program
]
and the system's customers.
public drinking water
program
] by the end of the next business day and the customers in accordance
with the requirements of §290.122(b) of this title (relating to Public
Notification).
(4)
] Compliance determination for
bromate. Compliance with the requirements of this subsection shall be determined
using the following criteria.
(5)
] Public notification requirements
for bromate. A public water system that violates the requirements of this
subsection must notify the water system's customers and the
executive
director
[
public drinking water program
].
total trihalomethanes
]:
public drinking water
program
] within 30 days of the system's receipt of such results. All
samples collected shall be used in computing the average, unless the analytical
results are invalidated for technical reasons.
public drinking water program
]
to a minimum of one sample analyzed for TTHMs per quarter taken at a point
in the distribution system reflecting the maximum residence time of the water
in the system, upon a written determination by the
executive director
[
public drinking water program
] that the data from at least
one year of monitoring in accordance with paragraph (2) of this subsection
and local conditions demonstrate that total trihalomethane concentrations
will be consistently below the maximum contaminant level.
public drinking water program
], a community water system
utilizing only groundwater sources may seek to have the monitoring frequency
reduced to a minimum of one sample for maximum TTHM potential per year taken
at a point in the distribution system reflecting maximum residence time of
the water in the system. The system shall submit to the
executive director
[
public drinking water program
] the results of at least
one sample analyzed for maximum TTHM potential taken at a point in the distribution
system reflecting the maximum residence time of the water in the system. The
system's monitoring frequency may only be reduced upon a written determination
by the
executive director
[
public drinking water program
]
that, based upon the data submitted by the system, the system has a maximum
TTHM potential of less than 0.10 milligrams/liter and that, based upon an
assessment of the local conditions of the system, the system is not likely
to approach or exceed the maximum contaminant level for TTHM's. [
The
results of all analyses shall be reported to the public drinking water program
within 30 days of the system's receipt of such results.
] All samples
collected shall be used for determining whether the system must comply with
the monitoring requirements of paragraph (2) of this subsection, unless the
analytical results are invalidated for technical reasons.
milligrams/liter
] for
TTHMs
[
total trihalomethanes
]
shall be determined based on a running annual average of quarterly samples
collected by the system as prescribed in paragraph (2) of this subsection.
If the average of samples covering any 12-month period exceeds the maximum
contaminant level, the public water system shall report to the
executive
director
[
public drinking water program
] within 30 days and
notify the public as required under §290.122(b) of this title (relating
to Public Notification). Monitoring after public notification shall be at
a frequency designated by the
executive director
[
public drinking
water program
] and shall continue until a monitoring schedule as a condition
of a variance, exemption, or enforcement action shall become effective.
public drinking water program
] of a detailed
plan setting forth its proposed modifications and those safeguards that it
will implement to ensure that the bacteriological quality of the drinking
water served by such system will not be adversely affected by such modifications.
TDH Bureau of Laboratories
].
CFR
] §§141.85, 141.86, 141.87, 141.88, or 141.90.
satisfactorily
] conduct or [
satisfactorily
] report any requirements of this section shall constitute
a monitoring, reporting or treatment technique violation and shall be a violation
of these standards.
mg/l
] and 1.3
mg/L
[
mg/l
] respectively.
The action levels are exceeded if the concentration of lead and/or copper
in more than 10% of the first draw tap water samples collected during any
monitoring period is greater that 0.015
mg/L
[
mg/l
]
for lead or 1.3
mg/L
[
mg/l
] for copper.
If collecting
only five samples, the average of the two highest samples shall be used to
determine compliance with the action level.
Material
] Survey
.
point-of- entry
] treatment devices.
After completing sample
site selection, the system will submit the Lead and Copper Sample Site Selection
form to the executive director for approval.
public drinking water program
] before initial tap sampling
is initiated [
in accordance with the time schedule shown on Table Number
2, subsection (c)(8) of this section
]. Procedural requirements set forth
in 40 CFR §141.86 will be followed for
sampling
site selection
activities except that reporting of tap sampling sites to the
executive
director
[
public drinking water program
] shall be conducted
using the materials survey and
sampling
site selection forms supplied
by the executive director. Supplemental explanatory
information
[
correspondence
] from the system will be considered as part of
the
sampling site selection document
[
materials survey document
]. Systems must make a good faith effort to conduct a thorough and complete
materials survey and submit a valid sample site selection form before initial
tap sampling may be conducted.
Sample
] collection may
be conducted by either water system personnel or the residents. If the resident
is allowed to collect samples for lead and copper monitoring, the water system
must provide written instructions for sample collection procedures [
and the system may not challenge, based on alleged errors in the sample collection
process, the accuracy of the sampling results.
]
public drinking water program shall be provided
].
The water system must select an
[
An
] alternate
sampling
site from the system's sampling pool [
must be selected
]
which meets similar criteria and is within reasonable proximity to the original
sampling
site.
Number of Tap Samples - Initial Monitoring -
]
The system
[
Systems
] shall collect at least
two sets
[
one set
] of
initial
tap samples during [
each of
] two consecutive six-month monitoring periods
, unless granted
a monitoring waiver
.
The
] first
six-month
[
six month
] initial monitoring period
in the year following a new
water system's assignment of a Public Water System identification number
[
begins on the dates listed in Table Number 2
].
subsection (a)(2)
] of this section.
For water systems serving fewer than 101 people, the 90th percentile level
is computed by taking the average of the highest two sample results.
If the system
exceeds an action level for lead or copper during any reduced monitoring period,
it must follow public education requirements applicable to action level exceedances
during initial monitoring found in subsection (g) of this section. It must
also collect the remaining number of samples as required for initial monitoring
within 60 days. The results of all samples related to reduced monitoring will
be used to determine action level exceedance. Should an exceedance of lead
or copper action levels be verified, then procedures of this section applicable
to action level exceedances during initial monitoring will be followed.
]
If after three
annual periods of reduced monitoring the system continues to be in compliance
with the lead and copper action levels, then the system will be notified to
conduct reduced monitoring once every three years
].
(f)
] Monitoring requirements for
water quality parameters (WQP's) and source water.
end of the period in which the exceedance of the lead and/or
copper action level took place and
] continue
monitoring and reporting
as long as the
water
system exceeds the lead or copper action
level.
3
].
Small and medium
water
systems that are required to conduct WQP
monitoring must monitor at all
entry
points [
of entry
]
and at the required number of distribution sites as shown in
subsection
(c)(8) of this section,
[
the
] Table Number
2
[
3
].
Figure: 30 TAC §290.117(f)(1)(D)
]
3
] quarterly and also at entry points biweekly
(every
two weeks)
.
of entry
] and
initial distribution sites.
3
]. WQP samples
shall continue to be measured at
entry
points [
of entry
]
on a biweekly basis and results submitted to the executive director [
public drinking water program
].
in
order
] to determine the lead or copper content of source water.
This requirement can be satisfied by normally scheduled inorganic chemical
sampling in compliance with the monitoring under the SDWA.
Entry point
water samples shall be collected
using
[
in accordance with
the requirements of this section regarding
] sample location, number
of samples, and collection methods as specified in §290.106 of this title
(relating to Inorganic Contaminants) [
except that one sample shall be
collected from each entry point to the distribution system (no compositing)
within six months after notification of the exceedance of the lead and/or
copper action level
].
A large water system is deemed to have optimized
corrosion control if it submits results of tap water monitoring conducted
according to the requirements in subsection (c) of this section and results
of source water monitoring conducted according to requirements in §290.108
of this title (relating to Inorganic Chemical Monitoring and Analytical Requirements).
The results must demonstrate for two consecutive six-month monitoring periods
that lead at the 90th percentile is less than or equal to 0.005 mg/L.
If acceptable entry point water data is not available for large systems, the
water lead level at the
entry point [
water lead level
] shall
be considered [
as
] zero
mg/L
for purposes of determining
whether a corrosion control study is required.
Source water samples will be submitted by the water system
in addition to other inorganic chemical monitoring requirements of these standards.
]
(g)
] Public education
requirements
[
procedures
].
based on first draw tap water
sampling
] shall deliver to the public the public education materials
[
as
] listed in 40 CFR §141.85(a),
and according to
[
in accordance with
] the requirements [
stated
] in
paragraph (2) of this subsection shall provide copies of the public education
materials to the executive director within ten days after the delivery of
the materials to the public.
[
paragraphs (2) and (3) of this subsection.
]
must
], within 60 days of notification by the
commission
[
executive director
]:
Insert
] notices in each customer's
water
utility bill
or by separate mailing, if approved in writing
by the executive director,
that includes the information in 40 CFR §141.85(a)
,
and print the following alert on the water bill itself
,
or on a bill insert
,
in large print: "SOME HOMES IN THIS COMMUNITY
HAVE ELEVATED LEAD LEVELS IN THEIR DRINKING WATER. LEAD CAN POSE A SIGNIFICANT
RISK TO YOUR HEALTH. PLEASE READ THE ENCLOSED NOTICE FOR FURTHER INFORMATION.";
Submit
] the required information
in 40 CFR §141.85(a) to the editorial departments of the major local
daily or weekly newspaper circulated throughout the system;
Deliver
] pamphlets or brochures
that contain the public education materials as specified in 40 CFR §141.85(a)(2)
and (4) to city or county health departments, to public schools or local school
boards, Women, Infants and Children (WIC) or Head Start Programs when available,
public and private hospitals or clinics, pediatricians, family planning clinics,
and local welfare agencies, within their service area; [
and
]
Submit
] the public service
announcement in 40 CFR §141.85(b) to at least five radio or television
stations broadcasting to the area served by the water system
;
[
.
]
A
] community water system
serving 501 to 3,300 people may omit the task contained in subparagraph (D)
of this paragraph;
[
must repeat the tasks contained in subparagraphs
(A), (B), and (C) of this paragraph every 12 months and the tasks listed in
subparagraph (D) of this paragraph every six months for as long as the system
exceeds the action level.
]
Certain requirements of subparagraphs (C) and (D) of this paragraph
may be modified by the executive director if justified by local circumstances.
]
§141.85(c)(4)
] as follows:
or
] brochures on lead in drinking water to each person served by the
water system.
The commission may allow the water system to utilize electronic
transmission in lieu of or combined with printed materials as long as it achieves
at least the same coverage
; [
and
]
A nontransient noncommunity water system must repeat the tasks
contained in paragraph (3)(A) and (B) of this subsection at least once during
each calendar year in which the system exceeds the lead action level.
]
(h)
] Corrosion control.
(f)(1)(C)
] of this section.
public drinking water program
], in writing,
the treatment option that constitutes optimum corrosion control or treatment
along with sufficient documentation as required by the
executive director
[
state
] to establish the validity of the evaluation procedure.
Operational WQP ranges shall be proposed to the
executive director
[
state
] where applicable.
mg/l
].
(i)
] Lead service line replacement.
For the purposes of this subsection, the term "service line" refers to both
the potable water service line and the potable water customer service line.
in first-draw
] tap sampling after installing corrosion
control and/or source water treatment
shall meet the requirements in
40 CFR §141.84 and begin to replace annually at least 7% of the lead
service lines known to be present in its distribution systems.
[
(whichever occurs last) shall immediately begin to replace annually 7% of
the lead service lines identified during its materials survey process unless
otherwise instructed by the executive director.
]
(3)
] The water system shall replace
the entire service line (up to the building inlet) unless it demonstrates
to the satisfaction of the executive director in writing that it controls
less than the entire service line. The written statement must indicate that
the water system has none of the following forms of control over the service
line: municipal ordinances; public service contracts or applicable legal authority;
authority to set standards for construction; repair or maintenance; or ownership.
In such a case, the
water
system shall replace that portion of
the lead service line that it controls and notify the owner that it will also
replace the building owner's portion of the line. The system is not required
to bear the cost of replacing the building owner's portion of the line.
(j)
] Analytical and sample preservation
methods.
Texas Department of Health Bureau of Laboratories
].
Analysis for pH, conductivity, calcium, alkalinity, or the phosphate, silica,
and temperature may be conducted in any laboratory utilizing EPA methods prescribed
in 40 CFR §141.89.
along with correctly completed
laboratory submission forms supplied by the executive director
].
(k)
] Reporting and recordkeeping
requirements.
Water Quality
Parameter (WQP)
] analyses including the location/address of each distribution
system sampling point. This report must include each WQP specified in subsection
(h)
[
(f)
] of this section, as well as all sample results
from entry points to the distribution system.
Water Quality Parameter
Reports should be submitted to the executive director no later than ten days
after the end of each calendar quarter.
first draw tap
] monitoring shall be reported within ten days following
the end of each monitoring period as specified by the executive director.
(Analysis results from the
approved
[
TDH
] laboratory
are normally provided simultaneously to the water system and the executive
director.)
The results of first-draw-tap sampling shall be reported to
the water system by the approved laboratory if the system's billing account
is not delinquent. The executive director shall provide the water system with
official notification of the results and the water system's calculated 90th
percentile as the data is made available from the approved laboratory.
[
The water system's report shall include an explanation as to why a sampling
site was changed from the previous round of sampling, if applicable.
]
(i)
] of this section.
(g)
] of this section.
When required by the executive director,
the system must report any sampling data collected by the water system in
addition to the items listed in subparagraphs (A) - (F) of this paragraph.
]
Community and nontransient noncommunity
] public water
systems shall monitor for secondary constituents at the following frequency.
of entry
] to the distribution
system.
of entry
] to the distribution system.
MCLs
], and action
level
[
levels
]
requirements of this subchapter must be analyzed by a laboratory certified
by the
executive director
[
Texas Department of Health Bureau
of Laboratories
]. These samples include:
Water Permitting
and Resource Management Division, MC-155
], Texas Natural Resource Conservation
Commission, P.O. Box 13087, Austin, Texas 78711-3087. The following National
Primary Drinking Water Regulations set forth in Title 40 CFR are adopted by
reference:
of entry
] to the
distribution system shall be identified in the monitoring plan as follows:
of entry
] to the distribution system shall be
provided; or
of entry
] shall be indicated clearly on a distribution system or treatment plant
schematic.
public drinking water program
] by January 1, 2001.
public drinking water program
] by January 1, 2003.
public drinking water program
upon the request of the
] executive director
upon request
.
public drinking water program
] with any revisions to the
plan upon [
the
] request [
of the executive director
].
provide
a clear and readily understandable explanation of the violation, any potential
adverse health effects, the population at risk, the steps that the public
water system is taking to correct such violation, the necessity for seeking
alternative water supplies, if any, and any preventive measures the consumer
should take until the violation is corrected
].
§290.106(b)
] of this title
(relating to Inorganic Contaminants);
§290.110(f)(5)(B)
]
of this title (relating to Disinfectant Residuals); [
and
]
(E)
] Other violations deemed by
the executive director to pose an acute risk to human health.
]
(3)
] The
initial
acute
public notice and boil water notice required by [
paragraph (2)(A) of
] this subsection shall be issued as soon as possible but in no case
later than 24 hours after the violation is identified. [
The initial public
notice for other acute MCL or treatment technique violations shall be issued
as soon as possible but in no case later than 72 hours after the violation
is identified.
] The initial public notice for an acute violation shall
be issued in the following manner.
(A)
] The owner or operator of a
community water system shall furnish a copy of the notice to the radio and
television stations serving the area served by the public water system.
(B)
] The owner or operator of a
community water system shall publish the notice in a daily newspaper of general
circulation in the area served by the system. If the area is not served by
a daily newspaper of general circulation, notice shall instead be issued by
hand delivery or by continuous posting in conspicuous places within the area
served by the system.
(C)
] The owner or operator of a
noncommunity water system shall issue the notice violation by hand delivery
or by continuously posting the notice in conspicuous places within the area
served by the
water
system.
(4)
] The owner or operator of a
water
system required to issue an initial notice for an acute MCL or
treatment technique violation shall issue additional notices. The additional
public notices for acute violations shall be issued in the following manner.
(5)
] The owner or operator of the
public water system must issue a notice when the public water system has corrected
the acute violation. This notice must be issued in the same manner as the
original notice was issued.
provide a clear and readily understandable
explanation of the violation, any potential adverse health effects, the population
at risk, the steps that the public water system is taking to correct such
violation, the necessity for seeking alternative water supplies, if any, and
any preventive measures the consumer should take until the violation is corrected
].
The violation notice for an MCL or treatment technique
violation shall include the contaminant-specific language contained in 40
CFR §141.32 and other pertinent information specified by the executive
director.
]
Each notice shall
be conspicuous and shall not contain unduly technical language, unduly small
print, or similar items that frustrate the purpose of the notice.
]
Each notice shall include the telephone number
of the owner, operator, or designee of the public water system as a source
of additional information concerning the notice.
]
Where appropriate,
the notice shall be multilingual.
]
an MCL or treatment technique violation that
does not pose an immediate threat to public health
] must be issued as
soon as possible but in no case later than
30
[
14
] days
after the violation is identified. The initial public notice shall be issued
in the following manner.
a
] either a daily or weekly newspaper of general
circulation, notice shall instead be issued by hand delivery or by continuous
posting in conspicuous places within the area served by the system.
(relating
to General Applicability)
] shall notify persons served by the system.
Each notice required by this section must meet the requirements of subsection
(d) of this section.
Each notice required by this section
must provide a clear and readily understandable explanation of any violation
variance, or exemption, any potential adverse health effects, the population
at risk, the steps that the public water system is taking to correct such
violation, the necessity for seeking alternative water supplies, if any, and
any preventive measures the consumer should take until the violation is corrected.
]
Each
notice shall be conspicuous and shall not contain unduly technical language,
unduly small print, or similar items that frustrate the purpose of the notice.
]
Each notice shall include the telephone number
of the owner, operator, or designee of the public water system as a source
of additional information concerning the notice.
]
Where appropriate,
the notice shall be multilingual.
]
three
]
months by mail delivery (by direct mail or with the water bill) or by hand
delivery, for as long as the violation exists or variance or exemption remains
in effect.
Repeat public notice may be included as part of the Consumer
Confidence Report.
(d)
] Notice to new billing units.
The owner or operator of a community water system must give a copy of the
most recent public notice for any outstanding violation of any
MCL
[
maximum contaminant level
], or any treatment technique requirement,
or any variance or exemption schedule to all new billing units or new hookups
prior to or at the time service begins.
(e)
] Proof of public notification.
A copy of any public notice
[
Example copies of all notifications
] required under this
section
[
paragraph
] must
be submitted to the executive director within ten days of its distribution
as proof of public notification.
The copies must be mailed to the Texas
Natural Resource Conservation Commission, Water Supply Division, MC 155, P.O.
Box 13087, Austin, Texas 78711-3087.
Chapter 331.
UNDERGROUND INJECTION CONTROL
Subchapter G. CONSIDERATION PRIOR TO PERMIT ISSUANCE
criteria
], which must be
submitted in the
technical report of the application as part of demonstrating that the facility
will meet the performance standard in §331.162 of this title (relating
to Performance Standard)
[
addressed in the technical report of
the application
], before issuing a salt cavern Class I injection well
permit:
a thorough
geologic characterization of the salt dome, including the geometry of the
salt stock and its calculated movement and calculated salt loss rate. Data
submitted must be sufficient to image underneath all overhangs, to delineate
the edge of the salt stock, to define any other caverns or co-uses of the
salt stock, and to address any conditions that may result in potential adverse
impact on the salt stock. Well logs, seismic reflection surveys, gravity surveys,
and any other appropriate geophysical methods necessary to characterize the
salt dome are to be utilized. Seismic reflection data submitted must include
a surface recorded three-dimensional seismic grid survey sufficient to image
underneath all suspected overhangs and to delineate the edge of the stock;
]
(B)
]
identification of
any unusual features, such as depressions or lineations observable at the
land surface or within or detectable within the subsurface, which may be indicative
of underlying anomalies in the caprock or salt stock, which might affect construction,
operation, or closure of the cavern;
(C)
] the petrology of the caprock,
salt stock, and deformed strata; and
(D)
] for strata surrounding the
salt stock, information on their nature, structure, hydrodynamic properties,
and relationships to USDWs, including a demonstration that the proposed salt
cavern injection zone will not be in or above a formation which within 1/4
mile of the salt cavern injection zone contains a USDW;
Subchapter J. STANDARDS FOR CLASS I SALT CAVERN SOLID WASTE DISPOSAL WELLS
horizontally bedded or non-domal salt
] are prohibited until such
time at which §331.14 of this title and this subchapter are amended to
allow the subject facilities, and any necessary specific rules for such facilities
[
in horizontally bedded or non-domal salt
] are added by amendment
to this subchapter or promulgated as a new subchapter.
tubing
]. Except
for circulation of drilling fluids during well construction, all injection
activities for salt cavern construction and waste disposal in a salt cavern
shall be performed
using two concentric and removable injection tubings
suspended from the wellhead
[
through removable injection tubing
installed inside of the cemented long string casing and extending from the
wellhead at ground surface to the salt borehole or salt cavern below the long
string casing seat
].
corrosion inhibiting
] fluid sufficient
to protect the bond between salt, cement, and the long string casing seat.
removable injection tubing
]
with a packer to seal the annulus between the tubing and long string casing
near the bottom of the long string casing.
tubing-longstring
] casing annulus system, including the outer tubing and packer, shall
be approved by permit or by the executive director's approval that any proposed
modifications to the plans and specifications in the permit application will
provide protection equivalent to or greater than the original plans and specifications.
In determining and specifying requirements for a tubing and packer system,
the following factors shall be considered:
Logging
]. Appropriate
logs and other tests shall be conducted during the drilling and construction
phases of the well including drilling into the salt. All logs and tests shall
be interpreted by the service company which processed the logs or conducted
the test; or by other qualified persons. A minimum of the following logs and
tests shall be conducted:
.
]
to 1,000 psi for 30 minutes
],
and the intermediate and long string casing shall be tested to 1,500
pounds per square inch (psi)
[
psi
] for 30 minutes, unless
otherwise specified by the executive director.
(D)
Upon satisfactory completion
of all coring requirements of this subsection and all reports and certification
requirements of subsection (i) of this section, for at least one salt cavern
disposal well in a multi-cavern waste disposal project, the executive director
may modify or waive provisions in subparagraphs (A), (B), and (C) of this
paragraph.]
Chapter 335.
INDUSTRIAL SOLID WASTE AND MUNICIPAL HAZARDOUS WASTE