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National Primary Drinking Water Regulations: Stage 2 Disinfectants and Disinfection Byproducts Rule; National Primary and Secondary Drinking Water Regulations: Approval of Analytical Methods for Chemical Contaminants

Note: EPA no longer updates this information, but it may be useful as a reference or resource.


 
[Federal Register: August 18, 2003 (Volume 68, Number 159)]
[Proposed Rules]
[Page 49547-49596]
From the Federal Register Online via GPO Access [wais.access.gpo.gov]
[DOCID:fr18au03-44]

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ENVIRONMENTAL PROTECTION AGENCY
40 CFR Parts 141, 142 and 143
[FRL-7530-3]
RIN 2040-AD38
 
National Primary Drinking Water Regulations: Stage 2 
Disinfectants and Disinfection Byproducts Rule; National Primary and 
Secondary Drinking Water Regulations: Approval of Analytical Methods 
for Chemical Contaminants

AGENCY: Environmental Protection Agency.
ACTION: Proposed rule.

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SUMMARY: In this document, the Environmental Protection Agency (EPA) is 
proposing maximum contaminant level goals (MCLGs) for chloroform, 
monochloroacetic acid (MCAA) and trichloroacetic acid (TCAA); National 
Primary Drinking Water Regulations (NPDWRs) which consist of maximum 
contaminant levels (MCLs) and monitoring, reporting, and public 
notification requirements for total trihalomethanes (TTHM--a sum of 
chloroform, bromodichloromethane, dibromochloromethane, and bromoform) 
and haloacetic acids (HAA5--a sum of mono-, di-, and trichloroacetic 
acids and mono- and dibromoacetic acids); and revisions to the reduced 
monitoring requirements for bromate. This document also specifies the 
best available technologies (BATs) for the proposed MCLs. EPA is also 
proposing additional analytical methods for the determination of 
disinfectants and disinfection byproducts (DBPs) in drinking water and 
proposing to extend approval of DBP methods for the determination of 
additional chemical contaminants. This set of regulations proposed 
today is known as the Stage 2 Disinfectants and Disinfection Byproducts 
Rule (Stage 2 DBPR). EPA's objective for the Stage 2 DBPR is to reduce 
the potential risks of reproductive and developmental health effects 
and cancer associated with disinfection byproducts (DBPs) by reducing 
peak and average levels of DBPs in drinking water supplies.
    The Stage 2 DBPR applies to public water systems (PWS) that are 
community water systems (CWSs) or nontransient noncommunity water 
systems (NTNCWs) that add a primary or residual disinfectant other than 
ultraviolet light or deliver water that has been treated with a primary 
or residual disinfectant other than ultraviolet light.

DATES: The Agency requests comments on today's proposal. Comments must 
be received or post-marked by midnight November 17, 2003.

ADDRESSES: Comments may be submitted by mail to: Water Docket, 
Environmental Protection Agency, Mail Code 4101T, 1200 Pennsylvania 
Ave., NW., Washington, DC 20460, Attention Docket ID No. OW-2002-0043. 
Comments may also be submitted electronically or through hand delivery/
courier by following the detailed instructions as provided in section 
I.C. of the SUPPLEMENTARY INFORMATION section.

FOR FURTHER INFORMATION CONTACT: For technical inquiries, contact Tom 
Grubbs, Office of Ground Water and Drinking Water (MC 4607M), U.S. 
Environmental Protection Agency, 1200 Pennsylvania Ave., NW., 
Washington, DC 20460; telephone (202) 564-5262. For regulatory 
inquiries, contact Jennifer McLain at the same address; telephone (202) 
564-5248. For general information contact the Safe Drinking Water 
Hotline, Telephone (800) 426-4791. The Safe Drinking Water Hotline is 
open Monday through Friday, excluding legal holidays, from 9 a.m. to 
5:30 p.m. Eastern Time.

SUPPLEMENTARY INFORMATION:

I. General Information

A. Who Is Regulated by This Action?

    Entities potentially regulated by the Stage 2 DBPR are community 
and nontransient noncommunity water systems that add a primary or 
residual disinfectant other than ultraviolet light or deliver water 
that has been treated with a primary or residual disinfectant other 
than ultraviolet light. Regulated categories and entities are 
identified in the following chart.

------------------------------------------------------------------------
           Category                  Examples of regulated entities
------------------------------------------------------------------------
Industry.....................  Community and nontransient noncommunity
                                water systems that add a primary or
                                residual disinfectant other than
                                ultraviolet light or deliver water that
                                has been treated with a primary or
                                residual disinfectant other than
                                ultraviolet light.
State, Local, Tribal, or       Community and nontransient noncommunity
 Federal Governments.           water systems that add a primary or
                                residual disinfectant other than
                                ultraviolet light or deliver water that
                                has been treated with a primary or
                                residual disinfectant other than
                                ultraviolet light.
------------------------------------------------------------------------

    This table is not intended to be exhaustive, but rather provides a 
guide for readers regarding entities likely to be regulated by this 
action. This table lists the types of entities of which EPA is now 
aware that could potentially be regulated by this action. Other types 
of entities not listed in this table could also be regulated. To 
determine whether your facility is regulated by this action, you should 
carefully examine the definition of ``public water system'' in Sec.  
141.2 and the section entitled ``coverage'' (Sec.  141.3) in Title 40 
of the Code of Federal Regulations and applicability criteria in Sec.  
141.600 and 141.620 of today's proposal. If you have questions 
regarding the applicability of the Stage 2 DBPR to a particular entity, 
contact one of the persons listed in the preceding section entitled FOR 
FURTHER INFORMATION CONTACT.

B. How Can I Get Copies of This Document and Other Related Information?

    1. Docket. EPA has established an official public docket for this 
action under Docket ID No. OW-2002-0043. The official public docket 
consists of the documents specifically referenced in this action, any 
public comments received, and other information related to this action. 
Although a part of the official docket, the public docket does not 
include Confidential Business Information (CBI) or other information 
whose disclosure is restricted by statute. The official public docket 
is the collection of materials that is available for public viewing at 
the Water Docket in the EPA Docket Center, (EPA/DC) EPA West, Room 
B102, 1301 Constitution Ave., NW., Washington, DC. The EPA Docket 
Center Public Reading Room is open from 8:30 a.m. to 4:30 p.m., Monday 
through Friday, excluding legal holidays. The telephone number for the 
Public Reading Room is (202) 566-1744, and the telephone number for the 
Water Docket is (202) 566-2426. For access to docket material, please 
call (202) 566-2426 to schedule an appointment.
    2. Electronic Access. You may access this Federal Register document 
electronically through the EPA Internet under the ``Federal Register'' 
listings at http://www.epa.gov/fedrgstr/.

[[Page 49549]]

    An electronic version of the public docket is available through 
EPA's electronic public docket and comment system, EPA Dockets. You may 
use EPA Dockets at http://www.epa.gov/edocket/ to submit or view public 
comments, access the index listing of the contents of the official 
public docket, and to access those documents in the public docket that 
are available electronically. Once in the system, select ``search,'' 
then key in the appropriate docket identification number.
    Certain types of information will not be placed in the EPA Dockets. 
Information claimed as CBI and other information whose disclosure is 
restricted by statute, which is not included in the official public 
docket, will not be available for public viewing in EPA's electronic 
public docket. EPA's policy is that copyrighted material will not be 
placed in EPA's electronic public docket but will be available only in 
printed, paper form in the official public docket. Although not all 
docket materials may be available electronically, you may still access 
any of the publicly available docket materials through the docket 
facility identified in section I.B.1.
    For public commenters, it is important to note that EPA's policy is 
that public comments, whether submitted electronically or in paper, 
will be made available for public viewing in EPA's electronic public 
docket as EPA receives them and without change, unless the comment 
contains copyrighted material, CBI, or other information whose 
disclosure is restricted by statute. When EPA identifies a comment 
containing copyrighted material, EPA will provide a reference to that 
material in the version of the comment that is placed in EPA's 
electronic public docket. The entire printed comment, including the 
copyrighted material, will be available in the public docket.
    Public comments submitted on computer disks that are mailed or 
delivered to the docket will be transferred to EPA's electronic public 
docket. Public comments that are mailed or delivered to the Docket will 
be scanned and placed in EPA's electronic public docket. Where 
practical, physical objects will be photographed, and the photograph 
will be placed in EPA's electronic public docket along with a brief 
description written by the docket staff.

C. How and to Whom Do I Submit Comments?

    You may submit comments electronically, by mail, or through hand 
delivery/courier. To ensure proper receipt by EPA, identify the 
appropriate docket identification number in the subject line on the 
first page of your comment. Please ensure that your comments are 
submitted within the specified comment period. Comments received after 
the close of the comment period will be marked ``late.'' EPA is not 
required to consider these late comments.
    1. Electronically. If you submit an electronic comment as 
prescribed below, EPA recommends that you include your name, mailing 
address, and an e-mail address or other contact information in the body 
of your comment. Also include this contact information on the outside 
of any disk or CD ROM you submit, and in any cover letter accompanying 
the disk or CD ROM. This ensures that you can be identified as the 
submitter of the comment and allows EPA to contact you in case EPA 
cannot read your comment due to technical difficulties or needs further 
information on the substance of your comment. EPA's policy is that EPA 
will not edit your comment, and any identifying or contact information 
provided in the body of a comment will be included as part of the 
comment that is placed in the official public docket, and made 
available in EPA's electronic public docket. If EPA cannot read your 
comment due to technical difficulties and cannot contact you for 
clarification, EPA may not be able to consider your comment.
    a. EPA Dockets. Your use of EPA's electronic public docket to 
submit comments to EPA electronically is EPA's preferred method for 
receiving comments. Go directly to EPA Dockets at http://www.epa.gov/
edocket, and follow the online instructions for submitting comments. 
Once in the system, select ``search,'' and then key in Docket ID No. 
OW-2002-0043. The system is an ``anonymous access'' system, which means 
EPA will not know your identity, e-mail address, or other contact 
information unless you provide it in the body of your comment.
    b. E-mail. Comments may be sent by electronic mail (e-mail) to OW-
Docket@epa.gov, Attention Docket ID No. OW-2002-0043. In contrast to 
EPA's electronic public docket, EPA's e-mail system is not an 
``anonymous access'' system. If you send an e-mail comment directly to 
the Docket without going through EPA's electronic public docket, EPA's 
e-mail system automatically captures your e-mail address. E-mail 
addresses that are automatically captured by EPA's e-mail system are 
included as part of the comment that is placed in the official public 
docket, and made available in EPA's electronic public docket.
    c. Disk or CD ROM. You may submit comments on a disk or CD ROM that 
you mail to the mailing address identified in section I.C.2. These 
electronic submissions will be accepted in WordPerfect or ASCII file 
format. Avoid the use of special characters and any form of encryption.
    2. By Mail. Send three copies of your comments and any enclosures 
to: Water Docket, Environmental Protection Agency, Mail Code 4101T, 
1200 Pennsylvania Ave., NW., Washington, DC 20460, Attention Docket ID 
No. OW-2002-0043.
    3. By Hand Delivery or Courier. Deliver your comments to: Water 
Docket, EPA Docket Center, Environmental Protection Agency, Room B102, 
1301 Constitution Ave., NW., Washington, DC, Attention Docket ID No. 
OW-2002-0043. Such deliveries are only accepted during the Docket's 
normal hours of operation as identified in section I.B.1.

D. What Should I Consider as I Prepare My Comments for EPA?

    You may find the following suggestions helpful for preparing your 
comments:
    1. Explain your views as clearly as possible.
    2. Describe any assumptions that you used.
    3. Provide any technical information and/or data you used that 
support your views.
    4. If you estimate potential burden or costs, explain how you 
arrived at your estimate.
    5. Provide specific examples to illustrate your concerns.
    6. Offer alternatives.
    7. Make sure to submit your comments by the comment period 
identified.
    8. To ensure proper receipt by EPA, identify the appropriate docket 
identification number in the subject line on the first page of your 
response. It would also be helpful if you provided the name, date, and 
Federal Register citation related to your comments.

Abbreviations Used in This Document

AIPC All Indian Pueblo Council
ALT Alanine aminotransferase
AST Aspartate aminotransferase
ASTM American Society for Testing and Materials
AWWA American Water Works Association
AwwaRF American Water Works Association Research Foundation
BAT Best available technology
BCAA Bromochloroacetic acid

[[Page 49550]]

BDCM Bromodichloromethane
CWS Community water system
DBAA Dibromoacetic acid
DBCM Dibromochloromethane
DBP Disinfection byproduct
DBPR Disinfectants and Disinfection Byproducts Rule
DCAA Dichloroacetic acid
DOC Dissolved organic carbon
EA Economic analysis
EC Enhanced coagulation
EDA Ethylenediamine
ED10 Maximum likelihood estimate of a dose producing effects 
in 10 percent of animals
EPA United States Environmental Protection Agency
FACA Federal Advisory Committee Act
FBRR Filter Backwash Recycling Rule
GAC Granular activated carbon
GC/ECD Gas chromatography using electron capture detection
GWUDI Ground water under the direct influence of surface water
HAA5 Haloacetic acids (five) (sum of monochloroacetic acid, 
dichloroacetic acid, trichloroacetic acid, monobromoacetic acid, and 
dibromoacetic acid)
IC Ion chromatography
ICR Information Collection Request
IC/ICP-MS Ion chromatograph--coupled to an inductively coupled plasma 
mass spectrometer
IDSE Initial distribution system evaluation
ILSI International Life Sciences Institute
IESWTR Interim Enhanced Surface Water Treatment Rule
IPCS International Programme on Chemical Safety
IRIS Integrated Risk Information System (EPA)
kWh/yr Kilowatt hours per year
LED10 Lower 95 percent confidence bound of the maximum 
likelihood estimate of the dose producing effects in 10 percent of 
animals
LH Luteinizing hormone
LOAEL Lowest observed adverse effect level
LRAA Locational running annual average
LT1ESWTR Long Term 1 Enhanced Surface Water Treatment Rule
LT2ESWTR Long Term 2 Enhanced Surface Water Treatment Rule
MBAA Monobromoacetic acid
MCAA Monochloroacetic acid
MCL Maximum contaminant level
MCLG Maximum contaminant level goal
M-DBP Microbial and disinfection byproducts
mg/L Milligram per liter
MRL Minimum reporting level
MRDL Maximum residual disinfectant level
MRDLG Maximum residual disinfectant level goal
MTBE Methyl tertiary butyl ether
mWh Megawatt-hours
NATICH National Air Toxics Information Clearinghouse
NDIR Nondispersive infrared detection
NDMA N-nitrosodimethylamine
NDWAC National Drinking Water Advisory Council
NF Nanofiltration
NOAEL No Observed Adverse Effect Level
NODA Notice of data availability
NPDWR National primary drinking water regulation
NRWA National Rural Water Association
NTNCWS Nontransient noncommunity water system
NTP National Toxicology Program
NTTAA National Technology Transfer and Advancement Act
ODA o-dianisidine dihydrochloride
OMB Office of Management and Budget
OSTP Office of Science and Technology Policy
PAR Population attributable risk
PE Performance evaluation
PWS Public water system
QC Quality control
RAA Running annual average
RFA Regulatory Flexibility Act
RfD Reference dose
RSC Relative source contribution
RSD Relative standard deviation
SAB Science Advisory Board
SAC Selective anion concentration
SBAR Small Business Advisory Review
SBREFA Small Business Regulatory Enforcement Fairness Act
SDWA Safe Drinking Water Act, or the ``Act,'' as amended in 1996
SER Small Entity Representative
SGA Small for gestational age
SUVA Specific ultraviolet absorbance
SWAT Surface Water Analytical Tool
SWTR Surface Water Treatment Rule
TAME Tertiary amyl methyl ether
TCAA Trichloroacetic acid
TCR Total Coliform Rule
THM Trihalomethane
TOC Total organic carbon
TTHM Total trihalomethanes (sum of four THMs: chloroform, 
bromodichloromethane, dibromochloromethane, and bromoform)
TWG Technical work group
UMRA Unfunded Mandates Reform Act
USDOE EIA U.S. Department of Energy, Energy Information Administration
UV 254 Ultraviolet absorption at 254 nm
WTP Willingness To Pay

Table of Contents

I. Summary
    A. Why is EPA Proposing the Stage 2 DBPR?
    B. What Does the Stage 2 DBPR Require?
    C. What are the Economic Impacts of the Stage 2 DBPR?
II. Background
    A. What is the Statutory Authority for the Stage 2 DBPR?
    B. What is the Regulatory History of the Stage 2 DBPR?
    C. How were Stakeholders Involved in Developing the Stage 2 
DBPR?
    1. Federal Advisory Committee process
    2. Other outreach processes
III. Public Health Risk
    A. Reproductive and Developmental Epidemiology
    1. Reif et al. 2000
    a. Fetal growth
    b. Fetal viability
    c. Fetal malformations and other developmental anomalies
    2. Bove et al. 2002
    a. Fetal growth
    b. Fetal viability
    c. Fetal malformations
    3. Nieuwenhuijsen et al. 2000
    4. Additional epidemiology studies
    B. Reproductive and Developmental Toxicology
    1. EPA analysis and research
    2. Tyl, 2000
    a. Developmental defects
    b. Whole litter resorption
    c. Fetal toxicity
    d. Male reproductive effects
    3. World Health Organization review of the reproductive and 
developmental toxicology literature (2000)
    4. New Studies
    C. Conclusions Drawn from the Reproductive and Developmental 
Health Effects Data
    D. Cancer Epidemiology
    1. Population Attributable Risk analysis
    2. New epidemiological cancer studies
    a. New bladder cancer studies
    b. New colon cancer studies
    c. New rectal cancer studies
    d. Other cancers
    3. Review of the cancer epidemiology literature (WHO 2000)
    E. Cancer and Other Toxicology
    1. EPA criteria documents
    2. Other byproducts with carcinogenic potential
    a. 3-chloro-4-(dichloromethyl)-5-hydroxy-2(5H)-furanone) (MX)--
multisite cancer
    b. N-nitrosodimethylamine (NDMA)--multisite cancer
    3. Other toxicological effects
    4. WHO review of the cancer toxicology literature (2000)
    F. Conclusions Drawn from the Cancer Epidemiology and Toxicology
    G. Request for Comment
IV. DBP Occurrence within Distribution Systems
    A. Data Sources
    1. Information Collection Rule Data
    2. Other Data Sources Used to Support the Proposal
    B. DBPs in Distribution Systems

[[Page 49551]]

    1. DBPs above the MCL occur at some locations in a substantial 
number of plants
    2. Specific locations in distribution systems are not protected 
to MCL levels
    3. Stage 1 DBPR maximum residence time location may not reflect 
the highest DBP occurrence levels
    C. Request for Comment
V. Discussion of Proposed Stage 2 DBPR Requirements
    A. MCLG for Chloroform
    1. What is EPA proposing today?
    2. How was this proposal developed?
    a. Background
    b. Basis of the new chloroform MCLG
    i. Mode of action
    ii. Metabolism
    c. How the MCLG is derived
    i. Reference dose
    ii. Relative source contribution
    iii. Water ingestion and body weight assumptions
    iv. MCLG calculation
    v. Other considerations
    d. Feasibility of other options
    3. Request for comment
    B. MCLGs for THMs and HAAs
    1. What is EPA proposing today?
    2. How was this proposal developed?
    a. Trichloroacetic acid
    b. Monochloroacetic acid
    3. Request for comment
    C. Consecutive Systems
    1. What is EPA proposing today?
    a. Definitions
    b. Monitoring
    c. Compliance schedules
    d. Treatment
    e. Violations
    f. Public notice and consumer confidence reports
    g. Recordkeeping and reporting
    h. State special primacy conditions
    2. How was this proposal developed?
    3. Request for comment
    D. MCLs for TTHM and HAA5
    1. What is EPA proposing today?
    2. How was this proposal developed?
    a. Definition of an LRAA
    b. Consideration of regulatory alternatives
    c. Basis for the LRAA
    d. Basis for phasing LRAA compliance
    e. TTHM and HAA5 as Indicators
    3. Request for comment
    E. Requirements for Peak TTHM and HAA5 Levels
    1. What is EPA proposing today?
    2. How was this proposal developed?
    3. Request for comment
    F. BAT for TTHM and HAA5
    1. What is EPA proposing today?
    2. How was this proposal developed?
    a. Basis for the BAT
    i. BAT analysis using the Information Collection Rule treatment 
studies
    ii. BAT analysis using the SWAT
    b. Basis for the Consecutive System BAT
    3. Request for comment
    G. MCL, BAT, and Monitoring for Bromate
    1. What is EPA proposing today?
    2. How was this proposal developed?
    a. Bromate MCL
    b. Bromate in hypochlorite solutions
    c. Criterion for reduced bromate monitoring
    3. Request for comment
    H. Initial Distribution System Evaluation (IDSE)
    1. What is EPA proposing today?
    a. Applicability
    b. Data collection
    i. Standard monitoring program
    ii. System specific study
    iii. 40/30 certification
    c. Implementation
    2. How was this proposal developed?
    a. Applicability
    b. Data collection
    c. Implementation
    3. Request for comment
    a. Applicability
    b. Data collection
    c. Implementation
    I. Monitoring Requirements and Compliance Determination for 
Stage 2A and Stage 2B TTHM and HAA5 MCLs
    1. What is EPA proposing today?
    a. Stage 2A
    b. IDSE
    c. Stage 2B
    i. Subpart H systems serving 10,000 or more people
    ii. Subpart H systems serving 500 to 9,999 people
    iii. Subpart H systems serving fewer than 500 people
    iv. Ground water systems serving 10,000 or more people
    v. Ground water systems serving fewer than 10,000 people
    vi. Consecutive systems
    2. How was this proposal developed?
    a. Sampling intervals for quarterly monitoring
    b. Reduced monitoring frequency
    c. Different IDSE sampling locations by disinfectant type
    d. Population-based monitoring requirements for certain 
consecutive systems
    3. Request for comment
    a. Proposed IDSE and Stage 2B monitoring requirements
    b. Plant-based vs. population-based monitoring requirements
    i. Issues with plant-based monitoring requirements
    ii. Approaches to addressing issues with plant-based monitoring
    J. Compliance Schedules
    1. What is EPA proposing?
    2. How did EPA develop this proposal?
    3. Request for comments
    K. Public Notice Requirements
    1. What is EPA proposing?
    2. Request for comments
    L. Variances and Exemptions
    1. Variances
    2. What are the affordable treatment technologies for small 
systems?
    M. Requirements for Systems to Use Qualified Operators
    N. System Reporting and Recordkeeping Requirements
    1. Confirmation of applicable existing requirements
    2. Summary of additional reporting requirements
    3. Request for comment
    O. Analytical Method Requirements
    1. What is EPA proposing today?
    2. How was this proposal developed?
    3. Which new methods are proposed for approval?
    a. EPA Method 327.0 for chlorine dioxide and chlorite.
    b. EPA Method 552.3 for HAA5 and dalapon
    c. ASTM D 6581-00 for bromate, chlorite, and bromide
    d. EPA Method 317.0 revision 2 for bromate, chlorite, and 
bromide
    e. EPA Method 326.0 for bromate, chlorite, and bromide
    f. EPA Method 321.8 for bromate
    g. EPA 415.3 for TOC and SUVA (DOC and UV254)
    4. What additional regulated contaminants can be monitored by 
extending approval of EPA Method 300.1?
    5. Which methods in the 20th edition and 2003 On-Line Version of 
Standard Methods are proposed for approval?
    6. What is the updated citation for EPA Method 300.1?
    7. How is the HAA5 sample holding time being standardized?
    8. How is EPA clarifying which methods are approved for 
magnesium determinations?
    9. Which methods can be used to demonstrate eligibility for 
reduced bromate monitoring?
    10. Request for comments
    P. Laboratory Certification and Approval
    1. What is EPA proposing today?
    2. What changes are proposed for the PE acceptance criteria?
    3. What minimum reporting limits are being proposed?
    4. What are the requirements for analyzing IDSE samples?
    5. Request for comments
VI. State Implementation
    A. State Primacy Requirements for Implementation Flexibility
    B. State Recordkeeping Requirements
    C. State Reporting Requirements
    D. Interim Primacy
    E. IDSE Implementation
    F. State Burden
VII. Economic Analysis
    A. Regulatory Alternatives Considered by the Agency
    B. Rationale for the Proposed Rule Option
    1. Reducing peak exposure
    2. Reducing average exposure
    C. Benefits of the Proposed Stage 2 DBPR
    1. Non-quantifiable health and non-health related benefits
    2. Quantifiable health benefits
    3. Benefit sensitivity analyses
    D. Costs of the Proposed Stage 2 DBPR
    1. National cost estimates
    2. Water system costs
    3. State costs
    4. Non-quantifiable
    E. Expected System Treatment Changes
    1. Pre-Stage 2 DBPR baseline conditions
    2. Predicted technology distributions post-Stage 2 DBPR
    F. Estimated Household Costs of the Proposed Rule
    G. Incremental Costs and Benefits of the Proposed Stage 2 DBPR
    H. Benefits From the Reduction of Co-Occurring Contaminants

[[Page 49552]]

    I. Are there Increased Risks From Other Contaminants?
    J. Effects on General Population and Subpopulation Groups
    K. Uncertainties in Baseline, Risk, Benefit, and Cost Estimates
    L. Benefit/Cost Determination for the Proposed Stage 2 DBPR
    M. Request for Comment
VIII. Statutory and Executive Order Reviews
    A. Executive Order 12866: Regulatory Planning and Review
    B. Paperwork Reduction Act
    C. Regulatory Flexibility Act
    D. Unfunded Mandates Reform Act
    E. Executive Order 13132: Federalism
    F. Executive Order 13175: Consultation and Coordination with 
Indian Tribal Governments
    G. Executive Order 13045: Protection of Children from 
Environmental Health and Safety Risks
    H. Executive Order 13211: Actions That Significantly Affect 
Energy Supply, Distribution, or Use
    I. National Technology Transfer and Advancement Act
    J. Executive Order 12898: Federal Actions to Address 
Environmental Justice in Minority Populations or Low Income 
Populations
    K. Consultations with the Science Advisory Board, National 
Drinking Water Advisory Council, and the Secretary of Health and 
Human Services
    L. Plain Language
IX. References

I. Summary

A. Why Is EPA Proposing the Stage 2 DBPR?

    The Environmental Protection Agency is committed to ensuring that 
all public water systems provide clean and safe drinking water. 
Disinfectants are often an essential element of drinking water 
treatment because of the barrier they provide against harmful 
waterborne microbial pathogens. However, disinfectants react with 
naturally occurring organic and inorganic matter in source water and 
distribution systems to form disinfection byproducts (DBPs) that may 
pose health risks. The Agency is proposing the Stage 2 Disinfectants 
and Disinfection Byproduct Rule (DBPR) to reduce potential cancer, 
reproductive, and developmental risks from DBPs.
    The Stage 2 DBPR augments the Stage 1 DBPR that was finalized in 
1998. The proposed Stage 2 DBPR focuses on monitoring and reducing 
concentrations of two classes of DBPs: total trihalomethanes (TTHM) and 
haloacetic acids (HAA5). In part, these two groups of DBPs are used as 
indicators of the various byproducts that are present in disinfected 
water. This means that concentrations of TTHM and HAA5 are monitored 
for compliance, but their presence in drinking water is representative 
of many other DBPs that may also be present in the water; likewise, a 
reduction in TTHM and HAA5 indicates a reduction of total DBPs.
    The Stage 2 DBPR is designed to reduce the level of exposure from 
disinfectants and DBPs without undermining the control of microbial 
pathogens. The Long Term 2 Enhanced Surface Water Treatment Rule 
(LT2ESWTR) will be finalized and implemented simultaneously with the 
Stage 2 DBPR to ensure that drinking water is microbiologically safe at 
the limits set for disinfectants and DBPs.
    New information on health effects, occurrence, and treatment has 
become available since the Stage 1 DBPR, which supports the need for 
the Stage 2 DBPR. Several reproductive and developmental studies have 
recently become available, and EPA has completed a more extensive 
analysis of reproductive and developmental effects associated with DBPs 
since the Stage 1 DBPR. Both human epidemiology studies and animal 
toxicology studies have shown associations between chlorinated drinking 
water and reproductive and developmental endpoints such as spontaneous 
abortion, stillbirth, neural tube defects, pre-term delivery, 
intrauterine growth retardation, and low birth weight. New epidemiology 
and toxicology studies evaluating bladder and rectal cancers have also 
increased the weight of evidence linking these health effects to DBP 
exposure. The large number of people (254 million Americans) exposed to 
DBPs and the identified potential cancer, reproductive, and 
developmental risks played a significant role in EPA's decision to move 
forward with regulatory changes that target lowering DBP exposures 
beyond the requirements of the Stage 1 DBPR.
    While the Stage 1 DBPR provided a major reduction in DBP exposure, 
new national survey data suggest that some customers are receiving 
drinking water with elevated, or peak DBP concentrations even when 
their distribution systems are in compliance with the Stage 1 DBPR. 
Some of these peak concentrations can be substantially greater than the 
Stage 1 DBPR maximum contaminant levels (MCLs). The new survey results 
also showed that Stage 1 DBPR monitoring sites may not be 
representative of peak DBP concentrations that occur in distribution 
systems. In addition, the new information indicates that cost-effective 
technologies including ultraviolet light (UV) and granular activated 
carbon (GAC) may be very effective at lowering DBP levels. EPA's 
analysis of this new information concludes that significant public 
health benefits may be achieved through further cost-effective 
reduction of DBPs in distribution systems.
    Congress required EPA to promulgate the Stage 2 DBPR as part of the 
1996 Safe Drinking Water Act (SDWA) Amendments (section 1412(b)(2)(C)). 
Today's proposal reflects consensus recommendations from the Stage 2 
Microbial/Disinfection Byproducts (M-DBP) Federal Advisory Committee 
(the Advisory Committee). These recommendations are set forth in the M-
DBP Agreement in Principle (USEPA 2000g), which can be accessed on the 
edocket Web site (www.epa.gov/edocket).
    After considering the new occurrence and health effects data and 
analyses, EPA has determined that there is an opportunity to further 
reduce potential risks from DBPs. The Stage 2 DBPR being proposed today 
presents a cost-effective, risk targeting approach to reduce risks from 
DBPs. The new requirements provide for more consistent protection from 
DBPs across the entire distribution system and the reduction of DBP 
peaks. New risk targeting provisions require only those systems with 
the greatest risk to make capital improvements. The Stage 2 DBPR, in 
conjunction with the LT2ESWTR, will help public water systems deliver 
safer water to Americans with the benefits of disinfection to control 
pathogens but with fewer risks from DBPs.

B. What Does the Stage 2 DBPR Require?

    The Stage 2 DBPR applies to community or nontransient noncommunity 
water systems that add a primary or residual disinfectant other than 
ultraviolet light or deliver water that has been treated with a primary 
or residual disinfectant other than ultraviolet light. The TTHM and 
HAA5 MCL values will remain the same as in the Stage 1 DBPR, although 
compliance calculations will be different. The proposed Stage 2 DBPR 
includes new MCLGs for chloroform, monochloroacetic acid, and 
trichloroacetic acid, but these new MCLGs do not affect the MCLs for 
TTHM or HAA5.
    The risk targeting components of the Stage 2 DBPR will focus the 
greatest amount of change where the greatest amount of risk may exist. 
The provisions of the Stage 2 DBPR focus on identifying and reducing 
exposure by reducing DBP peaks in distribution systems. The first 
provision, designed to address significant variations in exposure, is 
the Initial Distribution System Evaluation (IDSE). The purpose

[[Page 49553]]

of the IDSE is to identify Stage 2 DBPR compliance monitoring sites for 
capturing peaks. Because Stage 2 DBPR compliance will be determined at 
these new monitoring sites, distribution systems that identify elevated 
concentrations of TTHM and HAA5 will need to make treatment or process 
changes to bring the system into compliance with the Stage 2 DBPR. By 
identifying compliance monitoring sites with elevated concentrations of 
TTHM and HAA5, the IDSE will offer increased assurance that MCLs are 
being met across the distribution system. Both treatment changes and 
awareness of TTHM and HAA5 levels resulting from the IDSE will allow 
systems to better control for distribution system peaks.
    The IDSE is designed to offer flexibility to public water systems. 
The IDSE requires TTHM and HAA5 monitoring for one year on a regular 
schedule that is determined by source water type and system size. 
Systems have the option of performing a site-specific study based on 
historical data, water distribution system models, or other data; and 
waivers are available under certain circumstances. The proposed IDSE 
requirements are discussed in sections V.H., V.I., and V.J. of this 
preamble and in subpart U of the proposed rule.
    The second provision of the Stage 2 DBPR, which is designed to 
address variations in temporal and spatial exposure, is the new 
compliance calculation of the MCLs. The Stage 1 DBPR running annual 
average (RAA) calculation allows some locations within a distribution 
system to have higher DBP annual averages than others as long as the 
system-wide average is below the MCL. The Stage 2 DBPR will base 
compliance on a locational running annual average (LRAA) calculation 
where the annual average at each sampling location in the distribution 
system will be used to determine compliance with the MCLs. The LRAA 
will reduce exposures to peak DBP concentrations by ensuring that each 
monitoring site is in compliance with the MCLs as an annual average, 
and it will provide all customers drinking water that more consistently 
meets the MCLs.
    EPA is proposing that systems comply with the Stage 2 DBPR MCLs in 
two phases, designated as Stage 2A and Stage 2B. In Stage 2A, beginning 
three years after the rule is final, all systems must comply with MCLs 
of 0.120 mg/L for TTHM and 0.100 mg/L for HAA5 as LRAAs at Stage 1 DBPR 
sampling sites, in addition to continuing to comply with the Stage 1 
DBPR MCLs of 0.080 mg/L and 0.060 mg/L as RAAs for TTHM and HAA5, 
respectively. In Stage 2B, systems must comply with MCLs of 0.080 mg/L 
and 0.060 mg/L as LRAAs for TTHM and HAA5, respectively, based on 
sampling sites identified through the IDSE. A more detailed discussion 
of the proposed Stage 2 DBPR MCL requirements can be found in sections 
V.D., V.I., and V.J. of this preamble and in Sec.  141.64(b)(2) and 
(3), and Sec.  141.136, and subpart V of the rule language.
    The IDSE and LRAA calculation will lead to overall reductions in 
DBP concentrations and reduce short term exposures to high DBP 
concentrations, but even with this strengthened approach to regulating 
DBPs it will be possible for individual DBP samples to exceed the MCLs 
when systems are in compliance with the Stage 2 DBPR. The Stage 2 DBPR 
requires systems that experience significant excursions to evaluate 
distribution system operational practices and identify opportunities to 
reduce DBP concentrations in the distribution system. This provision 
will curtail peaks and reduce exposure to high DBP levels. Significant 
excursions are discussed in greater detail in section V.E.
    The Stage 2 DBPR also contains provisions for regulating 
consecutive systems, defined in the Stage 2 DBPR as public water 
systems that buy or otherwise receive some or all of their finished 
water from another public water system on a regular basis. Uniform 
regulation of consecutive systems provided by the Stage 2 DBPR will 
ensure that consecutive systems deliver drinking water that meets 
applicable DBP standards. More information on regulation of consecutive 
systems can be found in sections V.C., V.H., V.I. and V.J.
    Today's document proposes plant-based monitoring requirements for 
non-consecutive systems and certain consecutive systems. Plant-based 
monitoring means that the number of compliance monitoring locations 
within a distribution system is based on the number of plants, 
population served, and type of source water used by the distribution 
system. EPA is proposing population-based monitoring for consecutive 
systems that buy all their finished water from other public water 
systems. EPA is also requesting comment on whether this approach should 
be extended to all systems covered by today's rule. Under a population-
based monitoring structure, the number of compliance monitoring 
locations is based only on the population served and source water type. 
Section V.I. describes population-based monitoring and how it might 
affect systems complying with this rule.

C. What Are the Economic Impacts of the Stage 2 DBPR?

    EPA quantified the potential benefits of the Stage 2 DBPR by 
estimating the reduction in bladder cancer cases that may result from 
the decrease in average DBP concentrations in disinfected water. 
Estimated reductions in DBP-related bladder cancers (including both 
fatal and non-fatal cases) result in annualized benefits ranging from 
$0 to $986 million (using a three percent discount rate), depending on 
the risk level assumed.
    There may also be a number of important nonquantifiable benefits 
associated with reducing DBPs in drinking water, the primary ones being 
reduced potential risk of adverse reproductive and developmental 
effects including miscarriage, stillbirth, neural tube defects, heart 
defects, and cleft palate. Although a number of studies have found an 
association between reproductive and developmental endpoints and short-
term exposure to elevated DBP levels, a causal link has not yet been 
established and information is not yet available to quantify potential 
effects. As a result, the Agency has not included an estimate of the 
potential benefits from reducing reproductive and developmental risks 
in its primary economic impact analysis of the Stage 2 DBPR. However, 
an illustrative calculation of potential fetal loss risk is discussed 
in Section VII and presented in more detail in the Economic Analysis 
(USEPA 2003i) to illustrate the benefits that could be associated with 
this rule. Reduction in other cancers potentially associated with DBP 
exposure represent additional unquantified health benefits.
    EPA estimates the total annualized costs of the Stage 2 DBPR to be 
$54 to $64 million. This estimate includes costs associated with 
treatment changes, the Initial Distribution System Evaluation, changes 
in compliance monitoring, and rule implementation activities for both 
public water systems and States. EPA estimates that approximately 2.8 
percent of all plants will need to convert to chloramines or add 
advanced treatment to comply with the Stage 2 DBPR.
    Table I-1 presents the estimated quantified and unquantified 
benefits of the Stage 2 DBPR and the estimated costs. Analyses of 
unquantified benefits suggest that the total benefits associated with 
the Stage 2 DBPR might be much greater than these estimates. By 
targeting risks and building on the solid foundation of the Stage 1 
DBPR, the

[[Page 49554]]

Stage 2 DBPR will deliver cost-effective reductions in DBP levels and 
associated potential public health risks.

          Table I-1.--Costs and Benefits of the Stage 2 DBPR Based on Annualization Discount Rate of 3%
----------------------------------------------------------------------------------------------------------------
                  Costs                       Benefits                     Unquantified benefits
----------------------------------------------------------------------------------------------------------------
$54-64 M.................................        $0-986 M  Reduction in potential reproductive and developmental
                                                            health effects, potential reduction in colon and
                                                            rectal cancer, improved taste and odor of drinking
                                                            water, control of contaminants that may be regulated
                                                            in the future.
----------------------------------------------------------------------------------------------------------------

II. Background

    A combination of factors have influenced the development of the 
proposed Stage 2 DBPR. These include the initial 1992-1994 Microbial 
and Disinfection Byproduct (M-DBP) stakeholder deliberations and EPA's 
Stage 1 DBPR proposal; the 1996 Safe Drinking Water Act (SDWA) 
Amendments; the 1996 Information Collection Rule; the 1998 Stage 1 
DBPR; other new data, research, and analysis on disinfection byproduct 
(DBP) occurrence, treatment, and health effects since the Stage 1 DBPR; 
and the Stage 2 DBPR Microbial and Disinfection Byproducts Federal 
Advisory Committee. The following shows how EPA arrived at this 
proposal for regulating disinfection byproducts.

A. What Is the Statutory Authority for the Stage 2 DBPR?

    The SDWA, as amended in 1996, authorizes EPA to promulgate a 
national primary drinking water regulation (NPDWR) and publish a 
maximum contaminant level goal (MCLG) for contaminants the 
Administrator determines ``may have an adverse effect on the health of 
persons,'' is ``known to occur or there is a substantial likelihood 
that the contaminant will occur in public water systems with a 
frequency and at levels of public health concern,'' and for which ``in 
the sole judgement of the Administrator, regulation of such contaminant 
presents a meaningful opportunity for health risk reduction for persons 
served by public water systems'' (SDWA section 1412(b)(1)(A)). MCLGs 
are non-enforceable health goals set at a level at which ``no known or 
anticipated adverse effects on the health of persons occur and which 
allows an adequate margin of safety''. These health goals are published 
at the same time as the NPDWR (sections 1412(b)(4) and 1412(a)(3)).
    The Agency may also consider additional health risks from other 
contaminants and establish an MCL ``at a level other than the feasible 
level, if the technology, treatment techniques, and other means used to 
determine the feasible level would result in an increase in the health 
risk from drinking water by--(i) increasing the concentration of other 
contaminants in drinking water; or (ii) interfering with the efficacy 
of drinking water treatment techniques or processes that are used to 
comply with other national primary drinking water regulations'' 
(section 1412(b)(5)(A)). When establishing an MCL or treatment 
technique under this authority, ``the level or levels of treatment 
techniques shall minimize the overall risk of adverse health effects by 
balancing the risk from the contaminant and the risk from other 
contaminants the concentrations of which may be affected by the use of 
a treatment technique or process that would be employed to attain the 
MCL or levels'' (section 1412(b)(5)(B)).
    Finally, section 1412(b)(2)(C) of the Act requires EPA to 
promulgate a Stage 2 DBPR 18 months after promulgation of the Long Term 
1 Enhanced Surface Water Treatment Rule (LT1ESWTR). Consistent with 
statutory requirements for risk balancing (section 1412(b)(5)(B)), EPA 
will finalize the LT2ESWTR concurrently with the Stage 2 DBPR to ensure 
simultaneous protection from microbial and DBP risks.

B. What Is the Regulatory History of the Stage 2 DBPR?

    The first rule to regulate DBPs was promulgated on November 29, 
1979. The Total Trihalomethanes Rule (44 FR 68624) (USEPA 1979) set an 
MCL of 0.10 mg/L for total trihalomethanes (TTHMs). Compliance was 
based on the running annual average (RAA) of quarterly averages of all 
samples collected throughout the distribution system. This TTHM 
standard applied only to community water systems using surface water 
and/or ground water that served at least 10,000 people and added a 
disinfectant to the drinking water during any part of the treatment 
process.
    Under the Surface Water Treatment Rule (SWTR) (54 FR 27486, June 
29, 1989) (USEPA 1989a), EPA set MCLGs of zero for Giardia lamblia, 
viruses, and Legionella; and promulgated NPDWRs for all public water 
systems using surface water sources or ground water sources under the 
direct influence of surface water. The SWTR includes treatment 
technique requirements for filtered and unfiltered systems that are 
intended to protect against the adverse health effects of exposure to 
Giardia lamblia, viruses, and Legionella, as well as other pathogenic 
organisms.
    EPA also promulgated the Total Coliform Rule (TCR) on June 29, 1989 
(54 FR 27544)(USEPA 1989b) to provide protection from microbial 
contamination in distribution systems of all types of public water 
supplies. The TCR established an MCLG of zero for total and fecal 
coliform bacteria, and an MCL based on the percentage of positive 
samples collected during a compliance period. Under the TCR, no more 
than 5 percent of distribution system samples collected in any month 
may contain coliform bacteria.
    Together, the SWTR and the TCR were intended to address risks 
associated with microbial pathogens that might be found in source 
waters or associated with distribution systems. However, while reducing 
exposure to pathogenic organisms, the SWTR also increased the use of 
disinfectants in some public water systems and, as a result, exposure 
to DBPs in those systems.
    In 1992, prompted by concerns about health risk tradeoffs between 
disinfection byproducts and microbial pathogens, EPA initiated a 
negotiated rulemaking with a wide range of stakeholders. The 
negotiators included representatives of State and local health and 
regulatory agencies, public water systems, elected officials, consumer 
groups, and environmental groups. The Regulatory Negotiating Committee 
met from November 1992 through June 1993. Following months of intensive 
discussions and technical analyses, the Regulatory Negotiating 
Committee recommended the development of three sets of rules: an 
Information Collection Rule, a two-staged approach for regulating DBPs, 
and an ``interim'' Enhanced Surface Water Treatment Rule (IESWTR) to be 
followed by a ``final'' Enhanced Surface Water Treatment Rule (USEPA 
1996a, USEPA 1998c, USEPA 1998d). EPA took the first step towards 
implementing this strategy by proposing

[[Page 49555]]

the Stage 1 DBPR and IESWTR in 1994. Congress affirmed the phased 
microbial and disinfection byproduct rulemaking strategy in the 1996 
SDWA Amendments by requiring that EPA develop these three sets of rules 
on a specific schedule that stipulates simultaneous promulgation of 
requirements governing microbial protection and DBPs.
    In March 1997, the Agency established the Microbial and 
Disinfection Byproduct (M-DBP) Advisory Committee under the Federal 
Advisory Committee Act (FACA) to collect, share, and analyze new 
information and data available since the 1994 proposals of the Stage 1 
DBPR and the IESWTR, as well as to build consensus on the regulatory 
implications of the new information. The Advisory Committee consisted 
of 17 members representing EPA, State and local public health and 
regulatory agencies, local elected officials, drinking water suppliers, 
chemical and equipment manufacturers, and public interest groups. The 
Advisory Committee met five times in March through July 1997 to discuss 
issues related to the IESWTR and the Stage 1 DBPR. The Advisory 
Committee reached consensus on a number of major issues that were 
incorporated into the Stage 1 DBPR and the IESWTR.
    The Stage 1 DBPR and IESWTR, finalized in December 1998, were the 
first rules to be promulgated under the 1996 SDWA Amendments (USEPA 
1998c and 1998d). The Stage 1 DBPR applies to all community and 
nontransient noncommunity water systems that add a chemical 
disinfectant to water. The rule established maximum residual 
disinfectant level goals (MRDLGs) and enforceable maximum residual 
disinfectant level (MRDL) standards for three chemical disinfectants--
chlorine, chloramine, and chlorine dioxide; maximum contaminant level 
goals (MCLGs) for three THMs, two haloacetic acids (HAAs), bromate, and 
chlorite; and enforceable maximum contaminant level (MCL) standards for 
TTHM, five haloacetic acids (HAA5), chlorite, and bromate calculated as 
running annual averages (RAAs). The Stage 1 DBPR uses TTHMs and HAA5 as 
indicators of the various DBPs that are present in disinfected water. 
Under the Stage 1 DBPR, water systems that use surface water or ground 
water under the direct influence of surface water and use conventional 
filtration treatment are required to remove specified percentages of 
organic materials, measured as total organic carbon (TOC), that may 
react with disinfectants to form DBPs. Removal is achieved through 
enhanced coagulation or enhanced softening, unless a system meets 
alternative compliance criteria.
    EPA finalized the IESWTR at the same time as the Stage 1 DBPR to 
ensure simultaneous compliance and address risk tradeoff issues. The 
IESWTR applies to all water systems that use surface water or ground 
water under the direct influence of surface water that serve at least 
10,000 people. The purpose of the IESWTR is to improve control of 
microbial pathogens in drinking water, specifically the protozoan 
Cryptosporidium.
    The Filter Backwash Recycle Rule (FBRR) and the Long Term 1 
Enhanced Surface Water Treatment Rule (LT1ESWTR) round out the first 
group of regulations balancing microbial and DBP risks. EPA promulgated 
the FBRR in 2001 (USEPA 2001c) and the LT1ESWTR in 2002 (USEPA 2002b) 
to increase protection of finished drinking water supplies from 
contamination by Cryptosporidium and other microbial pathogens. The 
LT1ESWTR extends protection against Cryptosporidium and other disease-
causing microbes to water systems that use surface water or ground 
water under the direct influence of surface water that serve fewer than 
10,000 people. While the Ground Water Rule, proposed in May 2000, 
(USEPA 2000h) will add significant protection from pathogens in 
vulnerable ground water systems, it does not pose as many risk-risk 
tradeoff considerations as the surface water rules because only a small 
percentage of ground water systems subject to the Stage 2 DBPR have 
high DBP levels.
    EPA reconvened the Advisory Committee in March 1999 to develop 
recommendations on issues pertaining to the Stage 2 DBPR and LT2ESWTR. 
The Advisory Committee collected, developed, and evaluated new 
information that became available after the Stage 1 DBPR was published. 
The Information Collection Rule provided new data on DBP exposure, and 
control; it also included new data on occurrence and treatment of 
pathogens. The unprecedented amount of information collected under the 
Information Collection Rule was supplemented by a survey conducted by 
the National Rural Water Association, data provided by various States, 
the Water Utility Database (which contains data collected by the 
American Water Works Association), and Information Collection Rule 
Supplemental Surveys. This large body of data allowed the Advisory 
Committee to reach new conclusions regarding DBP exposure and new 
treatment options.
    After analyzing the data, the Advisory Committee reached three 
significant conclusions that led the Advisory Committee to recommending 
further control of DBPs in public water systems. The data from the 
Information Collection Rule show that the RAA compliance calculation 
allows elevated DBP levels to regularly occur at some locations in the 
system when the overall average at all locations is below the MCL. 
Customers served at those sampling locations that regularly exceed the 
MCLs are experiencing higher exposure compared to customers served at 
locations that consistently meet the MCLs.
    Second, the new data demonstrated how single samples can be 
substantially above the MCLs. The new information showed that it is 
possible for customers to receive drinking water with concentrations of 
DBPs up to 75% above the MCLs even when their water system is in 
compliance with the Stage 1 DBPR. Studies have shown that DBP exposure 
during short, critical time windows may adversely impact reproductive 
and developmental health.
    Third, data from the Information Collection Rule revealed that the 
highest TTHM and HAA5 levels are not always located at the maximum 
residence time monitoring sites specified by the Stage 1 DBPR. These 
sites were required for monitoring by the Stage 1 DBPR because previous 
data suggested that water in the distribution system for the maximum 
residence time would have the highest TTHM levels. The fact that the 
locations with the highest DBP levels varied in different public water 
systems indicates that the Stage 1 DBPR monitoring sites may not be 
representative of the high DBP concentrations that actually exist in 
distribution systems, and additional monitoring is needed to identify 
distribution system locations with elevated DBP levels. This 
information encouraged the Advisory Committee to recommend additional 
measures to identify locations with high LRAAs. Section IV provides a 
complete discussion of the new occurrence data.
    The analysis of the new data also indicates that certain 
technologies are effective at reducing DBP concentrations. Bench- and 
pilot-scale studies for granular activated carbon (GAC) and membrane 
technologies required by the Information Collection Rule provided 
information on the effectiveness of the two technologies. Other studies 
found UV light to be highly effective for inactivating Cryptosporidium 
and Giardia at low doses without promoting the formation of DBPs 
(Malley et al. 1996; Zheng et al.

[[Page 49556]]

1999). This new treatment information added to the treatment options 
available to utilities for controlling DBPs beyond the requirements of 
the Stage 1 DBPR.
    New data on the health effects of DBPs also influenced the Advisory 
Committee's recommendation to further regulate DBPs. Although bladder 
cancer risks were the focus of the Stage 1 M-DBP negotiations, 
potential reproductive and developmental health effects were central to 
the Stage 2 M-DBP Advisory Committee discussions. Recent human 
epidemiology studies and animal toxicology studies have both shown 
associations between chlorinated drinking water and reproductive and 
developmental health effects such as spontaneous abortion, stillbirth, 
neural tube defects, pre-term delivery, intrauterine growth 
retardation, and low birth weight. A critical review of the 
epidemiology literature pertaining to reproductive and developmental 
effects of exposure to DBPs completed in 2000 (Reif et al. 2000) 
concluded that ``the weight of evidence from the epidemiological 
studies also suggests that they [DBPs]
are likely to be reproductive 
toxicants in humans under appropriate exposure conditions * * * and 
that measures aimed at reducing the concentrations of byproducts could 
have a positive impact on public health.''
    While there has been substantial research to date, the Advisory 
Committee recognized that significant uncertainty remains regarding the 
risk associated with DBPs in drinking water. The Advisory Committee 
carefully considered the analyses described previously, as well as 
costs and potential impacts on public water systems, and concluded that 
a targeted protective public health approach should be taken to address 
exposure to DBPs beyond the requirements of the Stage 1 DBPR. After 
reaching this conclusion, the Advisory Committee developed an Agreement 
in Principle (USEPA 2000g) that laid out their recommendations on how 
to further control DBPs in public water systems.
    In the Agreement in Principle, the Advisory Committee recommended 
maintaining the MCLs for TTHM and HAA5 at 0.080 mg/L and 0.060 mg/L 
respectively, but changing the compliance calculation in two phases to 
facilitate systems moving from the running annual average (RAA) 
calculation to a locational running annual average (LRAA) calculation. 
In the first phase, systems would continue to comply with the Stage 1 
DBPR MCLs as RAAs and, at the same time, comply with MCLs of 0.120 mg/L 
for TTHM and 0.100 mg/L for HAA5 calculated as LRAAs. RAA calculations 
average all samples collected within a distribution system over a one-
year period, but LRAA calculations average all samples taken at each 
individual sampling location in a distribution system during a one-year 
period. Systems would also carry out an Initial Distribution System 
Evaluation (IDSE) to select new compliance monitoring sites that more 
accurately reflect higher TTHM and HAA5 levels occurring in the 
distribution system. The second phase of compliance would require MCLs 
of 0.080 mg/L for TTHM and 0.060 mg/L for HAA5 calculated as LRAAs at 
individual monitoring sites identified through the IDSE.
    The Agreement in Principle also provided recommendations for 
simultaneous compliance with the LT2ESWTR so that the reduction of 
potential health hazards of DBPs does not compromise microbial 
protection. The recommendations for the LT2ESWTR included treatment 
requirements for Cryptosporidium based on the results of source water 
monitoring, a toolbox of options for providing additional treatment at 
high risk facilities, use of microbial indicators to reduce 
Cryptosporidium monitoring burden on small systems, and future 
monitoring to determine if source water quality remains constant after 
completion of initial monitoring. The Agreement also encouraged EPA to 
develop guidance and criteria to facilitate the use of UV light for 
compliance with drinking water disinfection requirements. The complete 
text of the Agreement in Principle (USEPA 2000g) can be found at the 
edocket Web site (http://www.epa.gov/edocket).
    After extensive analysis and investigation of available data and 
rule options considered by the Advisory Committee, EPA is proposing a 
Stage 2 DBPR control strategy that is consistent with the key elements 
of the Agreement in Principle signed in September 2000 by the 
participants in the Stage 2 M-DBP Advisory Committee. EPA determined 
that the risk-targeting measures recommended in the Agreement in 
Principle will require only those systems with the greatest risk to 
make treatment and operational changes and will maintain simultaneous 
protection from the potential health hazards of DBPs and microbial 
contaminants. EPA has carefully evaluated and expanded upon the 
recommendations of the Advisory Committee to more fully develop today's 
proposal. EPA also made simplifications where possible to minimize 
complications for public water systems as they transition to compliance 
with the Stage 2 DBPR while expanding public health protection. The 
proposed requirements of the Stage 2 DBPR are described in detail in 
section V of this preamble.

C. How Were Stakeholders Involved in Developing the Stage 2 DBPR?

1. Federal Advisory Committee Process
    The Stage 2 M-DBP Advisory Committee consisted of 21 organizational 
members representing EPA, State and local public health and regulatory 
agencies, local elected officials, Native American Tribes, large and 
small drinking water suppliers, chemical and equipment manufacturers, 
environmental groups, and other stakeholders. Technical support for the 
Advisory Committee's discussions was provided by a technical working 
group established by the Advisory Committee. The Advisory Committee 
held ten meetings to discuss issues pertaining to the Stage 2 DBPR and 
LT2ESWTR from September 1999 to July 2000 which were open to the 
public. There was also an opportunity for public comment at each 
meeting.
    In September 2000, the Advisory Committee signed the Agreement in 
Principle, a full statement of the consensus recommendations of the 
group. The agreement was published by EPA in a December 29, 2000 
Federal Register notice (65 FR 83015), together with the list of 
committee members and their organizations. The Agreement is divided 
into Parts A and B. The recommendations in each part stand alone and 
are independent of one another. The entire Advisory Committee reached 
consensus on Part A, which contains provisions that directly apply to 
the proposed Stage 2 DBPR and LT2ESWTR. The full Advisory Committee, 
with the exception of the National Rural Water Association (NRWA), also 
agreed to Part B, which has recommendations for future activities by 
EPA in the areas of distribution systems and microbial water quality 
criteria.
2. Other Outreach Processes
    EPA received valuable input from small system operators as part of 
an Agency outreach initiative under the Regulatory Flexibility Act 
(RFA). EPA also conducted outreach conference calls to solicit feedback 
and information from Small Entity Representatives (SERs) on issues 
related to Stage 2 DBPR impacts on small systems. The Agency consulted 
with State, local, and Tribal governments on the proposed Stage 2 DBPR. 
Section VIII includes a complete

[[Page 49557]]

description of the many stakeholder activities which contributed to the 
development of the Stage 2 DBPR.
    The Agency held two meetings to discuss consecutive system issues 
relevant to the proposal (February 22-23, 2001 in Denver, CO and March 
28, 2001 in Washington, DC). Representatives from States, EPA Regions, 
and public water systems participated in the discussions. EPA also 
briefed the National Drinking Water Advisory Committee at their 
November 2001 meeting on consecutive system issues associated with the 
rule to receive input on the implementation strategy selected. This 
Advisory Committee generally supported EPA's approach. Section V 
describes EPA's analysis of consecutive system issues, comments and 
input received during these sessions, and how the proposed requirements 
will apply to consecutive systems. EPA also consulted with the Science 
Advisory Board in December 2001 on the requirements of the Stage 2 
DBPR.
    Finally, EPA posted a pre-proposal draft of the Stage 2 DBPR 
preamble and regulatory language on an EPA Internet site (http://
www.epa.gov/safewater/mdbp/st2dis.html) on October 17, 2001. This 
public review period allowed readers to comment on the Stage 2 DBPR's 
consistency with the Agreement in Principle of the Stage 2 M-DBP 
Advisory Committee. EPA received important suggestions on this pre-
proposal draft from 14 commenters which included public water systems, 
State governments, laboratories, and other stakeholders. While EPA will 
not formally respond to these comments, EPA has carefully considered 
them in developing today's proposal.

III. Public Health Risk

    Chlorine has been widely used as a chemical disinfectant, serving 
as a principal barrier to microbial contaminants in drinking water. 
However, the microbial risk reduction attributes of chlorination have 
been increasingly scrutinized due to concerns about potential increased 
health risks from exposure to disinfection byproducts, which are formed 
when certain disinfectants interact with organic and inorganic material 
in source waters. Since the discovery of chlorination byproducts in 
drinking water in 1974, numerous toxicological studies have shown 
several DBPs (e.g., bromodichloromethane, bromoform, chloroform, 
dichloroacetic acid, trichloroacetic acid and bromate) to be 
carcinogenic in laboratory animals. These findings of carcinogenicity 
influenced EPA to promulgate the TTHM Rule in 1979 and the Stage 1 DBPR 
in 1998. The Stage 1 DBPR primarily addressed possible carcinogenic 
effects (e.g., bladder, colon and rectal cancers) reported in both 
human epidemiology and laboratory animal studies. Since the Stage 1 
DBPR, new health studies continue to support an association between 
bladder, colon and rectal cancers from long-term exposure to 
chlorinated surface water. In addition to cancer effects, recent 
studies have reported associations between use of chlorinated drinking 
water and a number of reproductive and developmental endpoints 
including spontaneous abortion, still birth, neural tube defect, pre-
term delivery, low birth weight and intrauterine growth retardation 
(small for gestational age). Short-term, high-dose animal screening 
studies on individual byproducts (e.g., bromodichloromethane (BDCM), 
and certain haloacetic acids) have also reported adverse reproductive 
and developmental effects (e.g., whole litter resorption, reduced fetal 
body weight) that are similar to those reported in the human 
epidemiology studies. This section discusses the new studies that have 
become available since promulgation of the Stage 1 DBPR and how they 
contribute to the weight of evidence for an association between health 
effects and exposure to chlorinated surface water.
    While the Stage 1 DBPR was targeted primarily at reducing long-term 
exposures to elevated levels of DBPs to address chronic health risks 
from cancer, the Stage 2 DBPR targets reducing short-term exposures to 
address potential reproductive and developmental health risks and 
cancer risks.
    Based on the weight of evidence from both the human epidemiology 
and animal toxicology data on cancer and reproductive and developmental 
health effects and consideration of the large number of people exposed 
to chlorinated byproducts in drinking water (approximately 254 
million), EPA concludes that: (1) Current reproductive and 
developmental health effects data support a hazard concern, (2) new 
cancer data strengthens the evidence of an association of chlorinated 
water with bladder cancer and suggests an association for colon and 
rectal cancers, and (3) the combined health data warrant regulatory 
action beyond the Stage 1 DBPR.

A. Reproductive and Developmental Epidemiology

    The following section briefly discusses reproductive and 
developmental epidemiology information EPA analyzed, some conclusions 
of these studies and reports, and implications for the Stage 2 DBPR. 
Further discussion of the implications and EPA's conclusions can be 
found in the Stage 2 Economic Analysis (USEPA 2003i).
    EPA has evaluated recently published epidemiological studies 
examining the relationship between exposure to contaminants in 
chlorinated surface water and adverse reproductive and developmental 
outcomes. EPA also considered critical reviews of the epidemiological 
literature by Reif et al. (2000), Bove et al. (2002), and 
Nieuwenhuijsen et al. (2000). Based on these evaluations, EPA believes 
that the reproductive and developmental epidemiology data contribute to 
the weight of evidence on the potential health risks from exposure to 
chlorinated drinking water. Although the data are not suitable for a 
quantitative risk assessment at this time, due in part to 
inconsistencies in the findings, they do suggest that exposure to DBPs 
is a potential reproductive and developmental health hazard.
1. Reif et al. 2000
    Reif et al. (2000) completed a critical review of the epidemiology 
literature pertaining to reproductive and developmental effects of 
exposure to disinfection byproducts in drinking water as a report to 
Health Canada. The review focused on 16 peer-reviewed scientific 
manuscripts and published reports and evaluated associations between 
DBP exposure and outcomes grouped as effects on: (1) Fetal growth--low 
birth weight (<2500g); very low birth weight (<1500g); preterm delivery 
(<37 weeks of gestation) and intrauterine growth retardation (or small 
for gestational age); (2) fetal viability (spontaneous abortion and 
stillbirth) and (3) fetal malformations (all malformations, oral cleft 
defects, major cardiac defects, neural tube defects, and chromosomal 
abnormalities).
    a. Fetal growth. Reif et al. (2000) found inconsistent 
epidemiological evidence for an association between DBPs and fetal 
growth. Some studies found weak but statistically significant 
associations (Gallagher et al. 1998; Bove et al. 1992 and 1995), while 
two studies found no association (Dodds et al. 1999; and Savitz et al. 
1995) with fetal growth.
    b. Fetal viability. Reif et al. 2000's review of the literature 
found inconsistencies in the epidemiological evidence for the 
association between DBP exposure and fetal viability. For instance, the 
study by Waller et al. 1998 found an apparent dose-dependent increase 
in rates of spontaneous

[[Page 49558]]

abortions associated with TTHMs in California. On the other hand, 
Savitz et al. (1995) found little evidence of an association using 
either the concentration of TTHM £=81 [mu]g/L or a dose 
estimate based on the amount of tap water consumed. An increased risk 
of stillbirth was reported for women in Nova Scotia by Dodds et al. 
1999, but in New Jersey, Bove et al. (1992, 1995) found little evidence 
of an association with TTHM at 80 [mu]g/L, but did report a weak 
association between stillbirth and use of surface water systems. 
Aschengrau et al. (1993) found an association between stillbirth and 
the use of a chlorinated vs. chloraminated surface water supply, but 
not for exposure to surface water.
    c. Fetal malformations and other developmental anomalies. Reif et 
al. (2000) considered the data for congenital anomalies to be 
inconsistent across the six studies that have explored these outcomes. 
For example, two of the four studies on neural tube defects (Bove et 
al. 1995; Magnus et al. 1999) reported significant excess risks, but 
the remaining two studies (Dodds et al. 1999; Klotz and Pyrch et al. 
1999) did not. These studies found lower risks or no evidence of an 
association with TTHM. However, those studies were conducted in 
locations with either very low or high concentrations of DBPs which may 
have limited the contrast in exposures, thereby reducing the ability to 
detect increased risks. An assessment of congenital anomalies is also 
difficult due to the relatively small number of cases available for 
evaluation.
    Overall, Reif et al. (2000) conclude that the weight of evidence 
from the epidemiological studies suggest that ``DBPs are likely to be 
reproductive toxicants in humans under appropriate exposure 
conditions.'' Reif et al. comment that data from animal studies of 
individual DBPs provide biological plausibility for the effects 
observed in epidemiological studies. Although the authors recognize 
that the ``data are primarily at the stage of hazard identification,'' 
they conclude that ``measures aimed at reducing the concentrations of 
byproducts could have a positive impact on public health.''
2. Bove et al. 2002
    Bove et al. (2002) conducted a qualitative review of 14 
epidemiological studies that evaluated possible developmental and 
reproductive endpoints associated with exposure to chlorination 
byproducts in drinking water. Similar to Reif et al., Bove et al. 
evaluated associations between DBP exposure and outcomes grouped as 
effects on (1) fetal growth--small for gestational age (SGA) as defined 
in each study (usually defined as the fifth or tenth percentile weight 
by gestational week of birth); (2) fetal viability--spontaneous 
abortion and stillbirth; and (3) fetal malformations (neural tube 
defects, oral clefts, and cardiac defects).
    a. Fetal growth. Bove et al. found that, although the studies that 
evaluated SGA had several limitations, three studies out of eight 
(Kramer et al. 1992, Bove et al. 1995, and Gallagher et al. 1998) 
``provided moderate evidence for a causal relationship between a narrow 
definition of SGA * * * and TTHM levels that could be found currently 
in some U.S. public water systems.'' They also concluded that the study 
with the best exposure assessment found the strongest association 
between SGA and TTHM exposure (Gallagher et al. 1998). One study found 
a very weak association (Dodds et al. 1999) and the other four did not 
observe an association (Yang et al. 2000, Kanitz et al. 1996, Kallen et 
al. 2000, and Jaakkola et al. 2001).
    b. Fetal viability. Bove et al. evaluated three studies on 
spontaneous abortion and three studies on stillbirth. Again, Bove et 
al. found that the study employing the best methods found the strongest 
association between TTHM exposure and spontaneous abortions (Waller et 
al. 1998). The other two studies (Savitz et al. 1995 and Aschengrau et 
al. 1989) found weak associations. Two of the studies investigating 
stillbirths found an association between stillbirths and chlorinated 
surface water (Dodds et al. 2001 and Aschengrau et al. 1993). The third 
study (Bove et al. 1995) found no association, however this study did 
not evaluate individual THM levels or cause of death information.
    c. Fetal malformations. Bove et al. evaluated seven studies that 
investigated the relationship between birth defects and DBP exposure. 
This evaluation found ``consistency among these studies in the findings 
for neural tube defects and oral cleft defects, but not for cardiac 
defects. Associations were found for neural tube defects in all three 
studies that examined neural tube defects. These studies also evaluated 
levels of THM exposure (Bove et al. 1995; Dodds et al. 1999; Klotz et 
al. 1999).'' Two studies evaluated oral cleft defects and levels of 
THMs; one found an association with TTHM (Bove et al. 1995) and the 
other found an association with chloroform (Dodds et al. 2001). A third 
study that did not evaluate THM levels did not identify an association 
with oral cleft defects (Jaakkola et al. 2001). Bove et al. 1995 found 
an association between cardiac defects and TTHM, but Dodds et al. 1999, 
2001 and Shaw et al. 1991 did not. An association between chlorination 
and urinary tract defects was found in the three studies that evaluated 
that endpoint (K[auml]ll[eacute]n et al. 2000; Magnus et al. 1999; 
Aschengrau et al. 1993).
    Bove et al. (2002) concluded that the current reproductive and 
developmental epidemiological database for exposure to chlorinated 
byproducts in drinking water presents moderate evidence for 
associations between DBP exposure and SGA, neural tube defects and 
spontaneous abortion. The authors acknowledged the difficulties in 
assessing exposure with any precision in the studies reviewed, but held 
the opinion that misclassification of exposure would tend to 
underestimate rather than overestimate the risk.
3. Nieuwenhuijsen et al. 2000
    Nieuwenhuijsen et al. (2000) reviewed the toxicological and 
epidemiological literature and evaluated the potential risk of 
chlorination DBPs on human reproductive health. The authors state that 
``some studies have shown associations for DBPs and other outcomes such 
as spontaneous abortions, stillbirths and birth defects, and although 
the evidence for these associations is weaker it is gaining weight.'' 
Nieuwenhuijsen et al. also concluded that, ``although studies report 
small risks that are difficult to interpret, the large number of people 
exposed to chlorinated water supplies constitutes a public health 
concern.''
4. Additional Epidemiology Studies
    Three new reproductive and developmental epidemiological studies 
were completed that were not included in the Reif et al. 2000, Bove et 
al. 2002, or Nieuwenhuijsen et al. 2000 literature reviews.
    Waller et al. 2001, recalculated the total trihalomethane exposures 
from their original publication (Waller et al. 1998) to evaluate two 
exposure assessment methods (closest site and utility-wide average). 
The new calculations were intended to reduce exposure misclassification 
by employing weighting factors and subset analyses. As in the 1998 
publication, the new methods found a relationship between spontaneous 
abortion and THM exposure, although the unweighted utility-wide point 
estimate was lower than reported in the original manuscript.
    Hwang et al. 2002, assessed the effect of water chlorination 
byproducts on specific birth defects in Norway by

[[Page 49559]]

classifying exposure on the basis of chlorination (yes/no) and amount 
of natural organic matter in the water. Statistically significant 
associations with exposure were found for risks of any birth defect, 
cardiac, respiratory, and urinary tract defects. For specific birth 
defects, a statistically significant association was found for a defect 
of the septum in the heart.
    Windham et al., 2003, assessed the relationship between exposure to 
THMs in drinking water and characteristics of the menstrual cycle among 
403 women who provided daily urine samples for an average of 5.6 
cycles. Women whose tap water had TTHM levels more than 0.060 mg/l had 
statistically significantly shorter menstrual cycles than women whose 
tap water had lower TTHMs. On average, the menstrual cycles of women 
with the higher levels of TTHMs were one day shorter than cycles of 
women with the lower levels (adjusted difference: -1.1 days, 95% 
confidence interval: -1.8 days to -0.4 days). This shortening occurred 
during the first half of the cycle, before ovulation (adjusted 
difference: -0.9 days; 95% confidence interval: -1.6 days to -0.2 
days). There were no changes in bleed length or in the regularity of 
the cycles. Based on their study, Windham et al., 2003, suggested that 
THM exposure may affect ovarian function, but since this is the first 
study to examine human menstrual cycle variation in relation to THM 
exposure, more research is needed to confirm the relationship. The 
public health implication of a small reduction in menstrual cycle 
length is not clear, but if THMs are related to disturbances in ovarian 
function, that might provide insight into the observed associations 
between THMs and a variety of adverse reproductive outcomes.
    EPA's epidemiology research program continues to examine the 
relationship between exposure to DBPs and adverse developmental and 
reproductive effects. The Agency is supporting several studies using 
improved study designs to provide better information for characterizing 
potential risks. Details on EPA's epidemiology research program can be 
found at http://cfint.rtpnc.epa.gov/dwportal/cfm/dwMDBP.cfm.

B. Reproductive and Developmental Toxicology

    Several new reproductive and developmental toxicology studies have 
become available since the December 1998 Stage 1 DBPR. This discussion 
presents some conclusions derived from these studies and reports, 
including hazard identification, as well as implications for the Stage 
2 DBPR.
    EPA conducted a literature search of animal toxicology studies on 
chronic and subchronic DBP exposures associated with reproductive and 
developmental health effects, evaluated the current reproductive and 
developmental toxicological database for several individual DBPs, and 
assessed two independent reviews (Tyl 2000 and WHO 2000). As a result 
of these analyses, EPA has concluded that although the database is not 
strong enough to quantify risk, it is sufficient to support a hazard 
concern. This hazard concern supports the need to address potential 
reproductive and developmental health effects in the Stage 2 DBPR. The 
following section describes how this conclusion was reached.
1. EPA Analysis and Research
    Since the Stage 1 DBPR, EPA has continued to support reproductive 
and developmental toxicological research on various disinfection 
byproducts through extramural and intramural research programs. 
Information on EPA's toxicology programs can be found at http://
www.epa.gov/nheerl/. These studies, along with data on several DBPs 
published after the 1998 Stage 1 DBPR, are summarized in the updated 
children's health document, ``Health Risks to Fetuses, Infants, and 
Children: A Review'' (USEPA 2003a).
    In addition to this compilation of data, EPA has also prepared 
individual health criteria documents that provide detailed summaries of 
the relevant new information, as well as an overall characterization of 
the human health risks from exposure to certain DBPs (USEPA 2003b-USEPA 
2003h, USEPA 2003l). From these new evaluations, EPA has concluded that 
several new studies on individual byproducts contribute to the weight 
of evidence for an association between DBP exposure and adverse effects 
on the developing fetus and reproduction. These effects include fetal 
loss, cardiovascular effects, and male reproductive effects and are 
associated with bromodichloromethane (BDCM), dichloroacetic acid 
(DCAA), trichloroacetic acid (TCAA), bromochloroacetic acid (BCAA), and 
dibromoacetic acid (DBAA). The data from these new studies do not 
change the MCLGs that were established as a part of the Stage 1 DBPR.
2. Tyl 2000
    Tyl (2000) conducted a comprehensive review of the reproductive and 
developmental toxicology literature on DBPs representing over thirty-
five studies. Adverse effects reported by these studies include 
developmental effects, whole litter resorption, reduced fetal body 
weights, and male reproductive effects (e.g., inhibited spermiation, 
increased abnormal sperm). Many of these studies are categorized as 
high-dose, short-term screening studies that can be used to assess 
potential hazard (Table III-1), while the long term, two-generation 
reproduction studies could be an appropriate basis for quantitative 
risk assessment.

----------------------------------------------------------------------------------------------------------------
                                                            Developmental
            Disinfectant/DBP               Screening \1\         \2\           Two-generation \3\ reproductive
----------------------------------------------------------------------------------------------------------------
Chlorine................................  ...............        [bcheck]
....................................
Chlorine Dioxide........................        [bcheck]
[bcheck]
....................................
Chloramine..............................  ...............        [bcheck]
....................................
Chloroform..............................        [bcheck]
[bcheck]
[bcheck]
Bromoform...............................        [bcheck]
[bcheck]
[bcheck]
Bromodichloromethane....................        [bcheck]
[bcheck]
in progress
Dibromochloromethane....................        [bcheck]
[bcheck]
....................................
Monochloroacetic acid...................        [bcheck]
[bcheck]
....................................
Dichloroacetic acid.....................        [bcheck]
[bcheck]
....................................
Trichloroacetic acid....................        [bcheck]
[bcheck]
....................................
Monobromoacetic acid....................        [bcheck]
[bcheck]
....................................
Dibromoacetic acid......................        [bcheck]
[bcheck]
in progress
Tribromoacetic acid.....................        [bcheck]
...............  ....................................
Bromochloroacetic acid..................        [bcheck]
...............  in planning stage
Bromodichloroacetic acid................        [bcheck]
...............  ....................................
Dibromochloroacetic acid................        [bcheck]
...............  ....................................

[[Page 49560]]

Chloroacetonitrile......................        [bcheck]
...............  ....................................
Dichloroacetonitrile....................        [bcheck]
[bcheck]
....................................
Trichloroacetonitrile...................        [bcheck]
[bcheck]
....................................
Bromoacetonitrile.......................        [bcheck]
[bcheck]
....................................
Dibromoacetonitrile.....................        [bcheck]
...............  ....................................
Tribromoacetonitrile....................  ...............  ...............  ....................................
Bromochloroacetonitrile.................        [bcheck]
[bcheck]
....................................
Propanal................................        [bcheck]
[bcheck]
....................................
1,1 Dichloropropanone...................        [bcheck]
...............  ....................................
Hexachloropropanone.....................        [bcheck]
...............  ....................................
Dichloromethane.........................        [bcheck]
...............  ....................................
MX......................................        [bcheck]
[bcheck]
....................................
Bromate.................................        [bcheck]
...............  ....................................
Chlorite................................        [bcheck]
[bcheck]
[bcheck]
----------------------------------------------------------------------------------------------------------------
[bcheck]
denotes the availability of at least one study in the following categories.
\1\ Screening studies are for hazard identification. These types of studies include the following: whole embryo
  culture, NTP 35-day screening studies, Chernoff-Kavlock and its modified version, and short-term male
  reproductive toxicity screen.
\2\ Developmental studies are used for dose-response determinations.
\3\ Two-generation reproductive studies are multi-generation reproductive toxicity studies used for dose-
  response determinations.

    Tyl concluded that, ``The screening studies, performed for a number 
of DBPs, are `adequate' and `sufficient' only to detect potent 
reproductive/developmental toxicants for hazard identification.'' Tyl 
further confirms that the database identifies certain DBPs with 
potential reproductive or developmental effects (Table III-2) and these 
are discussed further in the next section.

      Table III-2.--Potential Hazards of DBPs for Reproductive and
             Developmental Effects (Adapted From Tyl, 2000)
------------------------------------------------------------------------
             Type of hazard                  Disinfection byproducts
------------------------------------------------------------------------
Developmental defects..................  TCAA, DCAA, MCAA and chlorite.
Whole litter resorption................  Chloroform, bromoform, BDCM,
                                          DBCM, DCAA, TCAA, DCAN, and
                                          TCAN.
Fetotoxicity (reduced fetal body         Chloroform, BDCM, DBCM, DCAA,
 weights, increased variations).          TCAA, DCAN, TCAN, DBAN, BCAN,
                                          MCAN.
Male reproductive effects                DCAA, DBAA, BDCM.
 (spermatotoxic).
------------------------------------------------------------------------

    a. Developmental defects. Tyl noted that adverse developmental 
effects that were reported from whole embryo culture tests on the 
developing heart, neural tube, eye, pharyngeal arch, and somites tended 
to be associated with haloacetic acids tested at high doses (Hunter et 
al. 1996; Saillenfait et al. 1995, Smith et al. 1989). Cardiovascular 
effects were also observed in vivo for TCAA and DCAA from developmental 
segment II toxicity studies at high doses (Smith et al. 1988, 1990).
    b. Whole litter resorption. Whole litter resorption, likened to 
miscarriage or spontaneous abortion by Tyl 2000, was also observed at 
high doses in vivo for a range of DBPs as indicated in Table III-2 
(Murray et al. 1979, Balster and Borzellca, 1982, Narotsky et al. 1992; 
1997 a, b; Bielmeier et al. 2001; Smith et al. 1990; Smith et al. 
1988). Tyl noted that similar effects were observed in several 
epidemiology studies.
    c. Fetal toxicity. Fetal toxic effects such as reduced fetal body 
weights and increased variation were observed at high doses in vivo for 
a range of DBPs (e.g., chloroform, BDCM, DBCM, DCAA, TCAA, DCAN, TCAN, 
DBAN, BCAN) (Thompson et al. 1974; Schwetz et al. 1974; Murray et al. 
1979; Ruddick et al. 1983; Narotsky et al. 1992, Balster and 
Borzelleca, 1982; Smith et al. 1990). Again, Tyl noted a similarity in 
effects observed in epidemiology studies.
    d. Male reproductive effects. Animal toxicology studies report 
increased risks of adverse effects on the male reproductive system from 
high doses of haloacetic acids and other DBPs that have not been 
studied in human epidemiology studies. Male reproductive effects (e.g., 
inhibited spermiation, reduced epididymus, sperm number and motility, 
increased abnormal sperm, testicular damage and inhibited in vitro 
fertilization) were reported for DCAA, DBAA, TCAA and BDCM (Toth et al. 
1992, Linder et al. 1997a, b; Linder et al. 1994a, b; Cosby and Dukelow 
1992). Dr. Tyl noted that the adverse effects observed in the male 
reproductive toxicity screening studies (Toth et al. 1992; Linder et 
al. 1994a, b; 1997a, b) are confounded by a short dosing regimen and 
administration of test doses to only adult males.
    From her review of the comprehensive animal toxicology database on 
reproductive and developmental health effects from DBP exposure, Dr. 
Tyl concludes that ``some DBPs have an intrinsic capacity to do harm, 
specifically to the developing conceptus and the male (and possibly the 
female) reproductive system''. She concludes that ``there is hazard to 
development from the haloacetic acids (TCAA, DCAA, MCAA) and acetate; 
to development from chloroform, bromoform, BDCM, DBCM, DCAA, TCAA, 
DCAN, and TCAN expressed as full litter resorption (which most likely 
indicates maternal endocrine/uterine effects); and fetotoxicity for 
chloroform, BDCM, DBCM, DCAA, TCAA, DCAN, TCAN, DBAN, BCAN, CAN, 
acetaldehyde, and possibly formaldehyde. Reproductive hazard exists for 
DCAA, DBAA, and possibly formaldehyde in males and for TCE and possibly 
formaldehyde in females.''

[[Page 49561]]

3. World Health Organization Review of the Reproductive and 
Developmental Toxicology Literature (2000)
    The International Programme on Chemical Safety (IPCS) published an 
evaluation of Disinfectants and DBPs in its Environmental Health 
Criteria monograph series (WHO 2000). In this review of the toxicology 
data on reproductive and developmental effects from DBP exposure, the 
World Health Organization (WHO) concludes that although the data on 
these effects are not as robust as the cancer database, these effects 
are of potential health concern. The WHO concludes that reproductive 
effects in females have been principally embryolethality and fetal 
resorptions associated with the haloacetonitriles 
(trichloroacetonitrile, dichloroacetonitrile, bromochloroacetonitrile, 
and dibromoacetonitrile) and the dihaloacetates, while DCAA and DBAA 
have both been associated with adverse effects on male reproduction.
4. New Studies
    Christian et al. (2001) conducted a developmental toxicity study 
with pregnant New Zealand White rabbits exposed to BDCM in drinking 
water at concentrations of 0, 15, 150, 450, and 900 ppm in drinking 
water on gestation days 6-29. The no observed adverse effect level 
(NOAEL) and lowest observed adverse effect level (LOAEL) identified for 
maternal toxicity in this study were 13.4 mg/kg-day (150 ppm) and 35.6 
mg/kg-day (450 ppm), respectively, based on decreased body weight gain. 
The developmental NOAEL was 55.3 mg/kg-day (900 ppm) based on absence 
of statistically significant, dose-related effects at any tested 
concentration. Christian et al. (2001) also conducted a developmental 
study of BDCM in a second species, Sprague-Dawley rats. Rats were 
exposed to BDCM in the drinking water at concentrations of 0, 50, 150, 
450, and 900 ppm on gestation days 6 to 21. The concentration-based 
maternal NOAEL and LOAEL for this study were 150 ppm and 450 ppm, 
respectively, based on statistically significant, persistent reductions 
in maternal body weight and body weight gains. Based on the mean 
consumed dosage of bromodichloromethane, these concentrations 
correspond to doses of 18.4 mg/kg-day and 45.0 mg/kg-day, respectively. 
The concentration-based developmental NOAEL and LOAEL were 450 ppm and 
900 ppm, respectively, based on a significantly decreased number of 
ossification sites per fetus for the forelimb phalanges (bones of the 
hand or the foot) and the hindlimb metatarsals and phalanges. These 
concentrations correspond to mean consumed doses of 45.0 mg/kg-day and 
82.0 mg/kg-day, respectively.
    Christian et al. (2002b) summarized the results of a two-generation 
reproductive toxicity study on bromodichloromethane conducted in 
Sprague-Dawley rats. Bromodichloromethane was continuously provided to 
test animals in the drinking water at concentrations of 0, 50, 150, or 
450 ppm. Average daily doses estimated for the 50, 150, and 450 ppm 
concentrations were reportedly 4.1 to 12.6, 11.6 to 40.2, and 29.5 to 
109 mg/kg-day, respectively. The parental NOAEL and LOAEL were 50 and 
150 ppm, respectively, based on statistically significant reduced body 
weight and body weight gain; F1 and F2 generation pup body weights were 
reduced in the 150 and 450 ppm groups during the lactation period after 
the pups began to drink the water provided to the dams. Body weight and 
body weight gain were also reduced in the 150 and 450 ppm F1 generation 
males and females. A marginal effect on estrous cyclicity was observed 
in F1 females in the 450 ppm exposure group. Small (<=6%), but 
statistically significant, delays in F1 generation sexual maturation 
occurred at 150 (males) and 450 ppm (males and females) as determined 
by timing of vaginal patency or preputial separation. The study's 
authors considered these effects to be a secondary response associated 
with reduced body weight, which appears to be dehydration brought about 
by taste aversion to the compound. The results of this study identify 
NOAEL and LOAEL values for reproductive effects of 50 ppm (4.1 to 12.6 
mg/kg-day) and 150 ppm (11.6 to 40.2 mg/kg-day), respectively, based on 
delayed sexual maturation.
    Bielmeier et al. (2001) conducted a series of experiments to 
investigate the mode of action in bromodichloromethane-induced full 
litter resorption (FLR). The study included a strain comparison of F344 
and Sprague-Dawley (SD) rats. In the strain comparison experiment, 
female SD rats (13 to 14/dose group) were dosed with 0, 75, or 100 mg/
kg-day by aqueous gavage in 10% Emulphor[reg]
on GD 6 to 10. F344 rats 
(12 to 14/dose group) were dosed with 0 or 75 mg/kg-day administered in 
the same vehicle. The incidence of FLR in the bromodichloromethane-
treated F344 rats was 62%, while the incidence of FLR in SD rats 
treated with 75 or 100 mg/kg-day of bromodichloromethane was 0%. Both 
strains of rats showed similar signs of maternal toxicity, and the 
percent body weight loss after the first day of dosing was comparable 
for SD rats and the F344 rats that resorbed their litters. The rats 
were allowed to deliver and pups were examined on postnatal days 1 and 
6. Surviving litters appeared normal and no effect on post-natal 
survival, litter size, or pup weight was observed. The series of 
experiments conducted by Bielmeier et al. (2001) identified a LOAEL of 
75 mg/kg-day (the lowest dose tested) based on FLR in F344 rats. A 
NOAEL was not identified. Mechanistic studies indicate that BDCM-
induced pregnancy loss is likely to be luteinizing hormone (LH)-
mediated (Bielmeier et al., 2001). It is possible that BDCM alters LH 
levels by disrupting the hypothalamic-pituitary-gonadal axis or by 
altering the responsiveness of the corpora lutea to LH. Since these 
possible mechanisms are potentially relevant to pregnancy maintenance 
in humans, EPA believes the finding of BDCM-induced pregnancy loss in 
F344 rats is relevant to risk assessment, and may provide insight into 
the epidemiological finding of increased risk of spontaneous abortion 
associated with consumption of BDCM (Waller et al. 1998, 2001).
    Christian et al. (2002a) recently completed a two-generation 
drinking water study of DBA in rats. Male and female Sprague-Dawley 
rats (30/sex/exposure group) were administered DBA in drinking water at 
concentrations of 0, 50, 250, or 650 ppm continuously from initiation 
of exposure of the parental (P) generation male and female rats through 
weaning of the F2 offspring. Based on testicular 
histomorphology indicative of abnormal spermatogenesis in P and 
F1 males, the parental and reproductive/developmental 
toxicity LOAEL and NOAEL are 250 and 50 ppm, respectively.
    Previous studies by EPA have reported adverse effects of DBA, 
administered via oral gavage, on spermatogenesis that impacted male 
fertility (Linder et al. 1994a, 1995, 1997a) at doses-comparable to 
those achieved in the Christian et al. (2002a) study. Based on these 
studies collectively, it is clear that DBA is spermatotoxic. Moreover, 
Veeramachaneni et al. (2000) reported in an abstract that sperm from 
male rabbits exposed to DBA in utero from gestation days 15 and 
throughout life reduced the fertility of artificially inseminated 
females as evidenced by reduced conceptions. When published, this study 
may support the evidence that DBA is a male reproductive system 
toxicant .
    In addition, research on DBA by Klinefelter et al. (2001) has

[[Page 49562]]

demonstrated statistically significant delays in both vaginal opening 
and preputial separation using the body weight on the day of 
acquisition (postnatal day 45) as the co-variant. This was not found by 
Christian et al (2002a) using the body weight at weaning as the 
statistical covariant. However, the authors analyzed the data for 
preputial separation and vaginal opening with body weight on the day of 
weaning as a co-variant rather than body weight on the day of 
acquisition, i.e., the day that the prepuce separates or the day the 
vagina opens. It is likely that there was an increase in body weight 
from postnatal day 21 (weaning) until preputial separation (day 45) 
that was independent of the delay in sexual maturation.
    Although the Christian et al. (2002a) study was conducted in 
accordance with EPA's 1998 testing guidelines, EPA has incorporated 
newer, more sophisticated measures into recent intramural and 
extramural studies that have not yet been incorporated into the testing 
guidelines. Such measures include measuring changes in specific 
proteins in the sperm membrane proteome and fertility assessments via 
in utero insemination. EPA believes that additional research is needed, 
utilizing these newer toxicological measures, to clarify the extent to 
which DBA poses human reproductive or developmental risk. The database 
on male reproductive effects from exposure to DBA is incomplete and is 
not suitable for quantitative risk assessment at this time. It does, 
however, identify reproductive effects as an area of concern.

C. Conclusions Drawn From the Reproductive and Developmental Health 
Effects Data

    EPA believes that the weight of evidence of the best available 
science, in conjunction with the widespread exposure, supports 
regulatory changes that target peak DBP exposures specifically through 
the Stage 2 DBPR. Several epidemiology studies found statistically 
significant associations between exposure to chlorinated drinking water 
and fetal growth, spontaneous abortion, stillbirth, and neural tube 
defects. Although uncertainties remain and the current database does 
not support a quantitative reproductive and developmental risk 
assessment for most of the DBPs, the weight of evidence provides an 
indication of a hazard concern that warrants additional regulatory 
action beyond the Stage 1 DBPR.
    Biological plausibility for the effects observed in epidemiological 
studies has been demonstrated through various toxicological studies. 
Tyl 2000 states that ``effects observed in animal studies included 
embryonic heart and neural tube defects from haloacetic acids in vitro 
and in vivo, and full litter resorption, reduced numbers of implants 
per litter, and reduced fetal body weight per litter were also observed 
from exposure to specific trihalomethanes. Comparable effects were also 
observed in children in some (but not all) epidemiological studies, 
with exposure to trihalomethanes (THMs) usually used as a surrogate for 
specific DBP classes or individual DBPs, as follows: increased 
incidences of cardiac defects (Bove et al. 1995) and of neural tube 
defects in children (Bove et al. 1995; Dodds et al. 1999; Klotz and 
Pyrch 1998) were reported. Intrauterine growth retardation (IUGR, 
approximately equivalent to reduced fetal body weights per litter) was 
reported to be associated with waterborne chloroform (Kramer et al. 
1992; Bove et al. 1995; Gallagher et al. 1998). Miscarriage or 
spontaneous abortion, or stillbirth (approximately equivalent to whole 
litter resorption, reduced numbers of total and/or live implants per 
litter, and increased resorptions per litter) were observed by Waller 
et al., 1998; Dodds et al., 1999; and Bove et al., 1995.''
    Similarity of effects between animals and humans lends credence to 
and strengthens the weight of evidence for an association between 
adverse reproductive and developmental health effects and exposure to 
chlorinated surface water. EPA believes that the weight of evidence of 
both the reproductive and developmental toxicological and 
epidemiological databases suggests that exposure to DBPs may induce 
potential adverse health effects on reproduction and fetal development 
at some DBP exposures. However, additional toxicological work is 
necessary to identify the mode of action for the effects observed.

D. Cancer Epidemiology

    Epidemiological studies on cancer provide valuable information that 
contributes to the overall evidence on the potential human health 
hazards from exposure to chlorinated drinking water. In the area of 
epidemiology, a number of studies have been conducted to investigate 
the relationship between exposure to chlorinated surface water and 
cancer. While EPA cannot conclude there is a causal link between 
exposure to chlorinated surface water and cancer, some studies have 
found an association between bladder, rectal and colon cancer and 
exposure to chlorinated surface water.
1. Population Attributable Risk Analysis
    Some epidemiological studies have linked the consumption of 
chlorinated surface waters to an increased risk of two major causes of 
human mortality in the United States, colorectal and bladder cancers 
(Cantor 1998). Bladder cancer was chosen as the primary endpoint of 
concern in the Stage 1 DBPR (USEPA 1998f) economic analysis because it 
had the most consistent database for a possible association to 
chlorinated surface water exposure. More studies have considered 
bladder cancer than any other cancer. EPA used the published mean risk 
estimates from five studies to quantify the potential range of risk for 
bladder cancer from DBP exposure. These risks were expressed as a range 
of population attributable risks (PAR) of 2-17% (USEPA 1998f). This 
means that if the associations reported in the studies turn out to 
reflect a causal link, between 2 and 17% of new bladder cancer cases 
could be attributable to DBPs. This PAR range also represents that 
portion of the bladder cancer cases that would not have occurred if the 
exposure to chlorinated drinking water were absent. A complete 
discussion of the Stage 1 DBPR bladder cancer PAR evaluation, including 
uncertainties and assumptions, can be found in the Stage 2 DBPR 
Economic Analysis (USEPA 2003i).
    While EPA recognized the limitations of the epidemiological 
database for making risk estimates, the Agency believed that it was 
useful for developing an estimate of bladder cancer risk. The PARs were 
derived from measured risks (Odds Ratios and Relative Risk) based on 
the number of years exposed to chlorinated surface water. The 
uncertainties associated with these PAR estimates are largely due to 
the common prevalence of both the disease (bladder cancer) and exposure 
(chlorinated drinking water). EPA recognizes that risks from 
chlorinated drinking water may be lower or higher than those estimated 
from the epidemiological literature, and that the PAR range could 
include zero or be higher than 17%.
    Using the PARs of 2% and 17%, EPA estimated that the number of 
possible bladder cancer cases per year potentially associated with 
exposures to DBPs in chlorinated drinking water could range from 1,100 
to 9,300 cases. This was based on the estimate of 54,500 new bladder 
cancer cases per year nationally, as projected by the National Cancer 
Institute for 1997. A thorough discussion of cancer studies published 
prior to 1998 and possible

[[Page 49563]]

associations with DBP exposure can be found in the Stage 1 DBPR (USEPA 
1998c).
2. New Epidemiological Cancer Studies
    New studies published since the Stage 1 DBPR continue to support an 
association between bladder, colon and rectal cancers and exposure to 
chlorinated surface water (Yang et al. 1998; Koivusalo et al. 1998; 
King et al. 2000b). Based on the weight of evidence provided by the 
cancer epidemiology database, EPA has chosen to use the same PAR 
analysis to estimate the primary benefits from bladder cancer cases 
potentially avoided as a consequence of reducing the DBP levels from 
the Stage 2 DBPR (see section VII). For the Stage 2 DBPR analysis, EPA 
updated the 1997 estimate of new bladder cancer cases per year 
nationally from 54,500 to 56,500 (projected by the American Cancer 
Society, 2002) and accounted for the reductions in DBP exposure that 
were projected for the Stage 1 DBPR.
    a. New bladder cancer studies. Bladder cancer and chlorinated DBP 
exposure has historically been the most strongly supported association 
of all the possible cancers, based on human evidence. Two new studies 
(Yang et al. 1998 and Koivusalo et al. 1998) also suggest an 
association of DBP exposure with bladder cancer. Yang et al. 1998 found 
a positive association between consumption of chlorinated drinking 
water and bladder cancer. Koivusalo et al. (1998) found evidence of 
increased risk as a function of increasing DBP exposure duration. Long 
exposure durations (£=45 years for Koivusalo et al. 1998) 
were associated with about a two-fold increase in risk. The new bladder 
cancer studies continue to support an association and potential for a 
causal relationship between exposure to chlorination byproducts and 
risk for bladder cancer.
    A new publication by C.M. Villanueva et al. (Villanueva et al. 
2003) reports on their meta-analysis of case-control and cohort 
studies. This meta-analysis may be useful for improving the estimate of 
national population attributable risk (fraction of bladder cancer cases 
in the U.S. that may be attributed to chlorinated drinking water). 
Compared to EPA's current approach (i.e., providing a range of 
population attributable risks (PAR)), use of the meta-estimate would 
provide a more stable result because:
    ? It provides a single (meta) estimate of the odds ratio from 
which to calculate the PAR, thereby summarizing the results across 
studies, thus reducing the influence of geographic and temporal 
differences.
    ? It uses three additional high-quality studies not included 
in the PAR range analysis conducted by EPA (i.e., studies by Koivusalo 
et al. 1998, Doyle et al. 1997, and Vena et al. 1993).
    ? It weights the individual studies according to their 
precision, so more precise estimates (due principally to greater 
numbers of cases) carry greater statistical weight and therefore have 
greater influence on the meta-estimate.
    ? In addition to the primary analysis, the authors conducted 
an evaluation of the robustness of their conclusions. They examined the 
sensitivity of estimates to decisions made with respect to exposure 
definitions, cut points defining exposure groups, inclusion/exclusion 
of individual studies, and potential publication bias.
    The meta-analysis provided at least two meta-estimates that may be 
useful for estimating national population attributable risk:
    ? A combined odds ratio for ever-exposure, with confidence 
intervals and
    ? A combined dose-response regression slope coefficient, 
relating increasing odds ratios to additional years of chlorinated 
drinking water consumption.
    EPA conducted an estimate of the impact of using the meta-analysis 
to provide a perspective on the national population attributable risk. 
This estimate is based on the author's correction of a minor 
transcription error in their published manuscript (the appropriate 
estimate for the King study yields corrected over-all odds ratio for 
ever-consumers of 1.2 with 95% confidence interval of 1.091 to 1.320, 
personal communication from M. Kogevinas to M. Messner, 5/19/2003). 
Assuming 70% of the U.S. population is in the ever-consumed category 
(based on the chlorinated surface water exposed population), a point 
estimate of the population attributable risk using the odds ratio from 
the meta-analysis is 12% (95% interval 6% to 18%). Although EPA's 
population attributable risk range (2% to 17%) was not intended to 
convey a quantified level of confidence, it is not vastly different 
from the meta-analysis' 95% confidence range of 6% to 18%. EPA regards 
the meta-range as additional support for EPA's population attributable 
risk range. The meta-analysis provides continued support for an 
association between exposure to chlorinated surface water and bladder 
cancer.
    EPA requests comment on the use of a meta-estimated odds ratios to 
estimate national population attributable risk for the purpose of 
supporting the benefit analysis for this rule, either based 
specifically on the Villanueva et al. publication or on the application 
of a similar approach. EPA also solicits comments and suggestions for 
use of the combined dose-response regression slope coefficient 
associated with the increased risk of bladder cancer for each 
additional year's exposure to DBPs in drinking water for estimating the 
drop in risk associated with a reduction in DBPs as part of the benefit 
analysis of this rule. EPA provides further discussion and solicitation 
of comment on how the slope factor might further be considered in 
estimating the benefits of this rule in the economic section of this 
preamble.
    b. New colon cancer studies. Colorectal cancer is the third most 
common type of new cancer cases and deaths in both men and women in the 
U.S. It is estimated that 148,300 new colorectal cancer cases will be 
diagnosed in 2002, with 56,600 resulting in deaths (American Cancer 
Society, 2002). Human epidemiology studies on chlorinated surface water 
have reported associations with colorectal cancer. Since the Stage 1 
DBPR, two new human epidemiology studies (Yang et al. 1998 and King et 
al. 2000b) have been conducted to investigate the relationship between 
colon cancer and exposure to chlorinated surface water. Yang et al. 
1998 did not identify an association between consumption of chlorinated 
drinking water and colon cancer. The King et al. (2000b) study found 
evidence of a DBP association with colon cancer among males, but no 
association was observed among females.
    Similarity of effects reported in animal toxicity and human 
epidemiology studies strengthen the weight of evidence for an 
association between DBP exposure and colon cancer. Effects observed in 
animal studies which included tumors in BDCM exposed rats and mice at 
several sites (NTP 1987); colon tumors in bromoform exposed rats (NTP 
1989); and development of aberrant crypt foci, a preneoplastic lesion 
of colon cancer in animals exposed to DBP mixtures (DeAngelo et al. 
2002), are comparable to observations in some cancer epidemiological 
studies showing an association with colorectal cancer and consumption 
of chlorinated water (King et al. 2000b).
    Even with the additional study showing an association, the 
epidemiological database on colon cancer as a whole is not as strong as 
that for bladder cancer. However, this new study increases the weight 
of evidence of an association between DBP exposure

[[Page 49564]]

and colon cancer. The Stage 1 DBPR (USEPA 1998c) includes additional 
discussion of colon cancer risks associated with DBP exposure.
    c. New rectal cancer studies. The evidence for an association 
between DBPs and rectal cancer is stronger than for colon cancer. Yang 
et al. (1998) and Hildesheim et al. (1998) both found associations 
between chlorinated drinking water exposure and rectal cancer, and the 
associations had a similar magnitude in both sexes. Hildesheim et al. 
also found an association in both sexes with lifetime average THM 
concentration. The consistency of the dose-response trends, the 
consistency between sexes, and the apparent control of important 
potential confounders in this study all support the observed 
associations.
    d. Other cancers. Two new human epidemiology studies support the 
possibility of an association between DBPs and kidney cancer. Yang et 
al. (1998) found a positive association for both males and females 
between consumption of chlorinated drinking water and kidney cancer. 
Koivusalo et al. (1998) found a small, statistically significant, 
exposure-related excess risk for kidney cancer for males. The 
association for females was not significant in the Koivusalo et al. 
1998 study. The current database for this endpoint of cancer, however, 
is insufficient to conclude an association.
    Cantor et al. (1999) studied brain cancer, focusing on gliomas. 
None of the exposure variables were related to brain cancer among 
females, but males showed a statistically significant, monotonically 
increasing risk associated with duration of exposure to chlorinated 
surface water. This study suggests a possible association between 
chlorination byproducts and gliomas; however, the evidence from this 
study is not strong enough to support a conclusion of a causal 
association.
    Infante-Rivard et al. (2001) conducted a population-based case-
control study in Quebec Province, Canada, to examine possible 
associations between childhood acute lymphoblastic leukemia and THMs. 
There were no associations with leukemia for any of the exposure 
indices for total THM, or specific THMs. Therefore, the study does not 
provide evidence of an association between any of the exposure 
variables and childhood leukemia.
3. Review of the Cancer Epidemiology Literature (WHO 2000)
    The International Programme on Chemical Safety (IPCS) report on 
disinfectants and disinfection byproducts (WHO 2000) concludes that 
results of analytical epidemiological cancer studies are insufficient 
to support a causal relationship for bladder, colon, rectal, or any 
other cancer and chlorinated drinking water or THMs. The report notes 
that there is better evidence for an association between exposure to 
chlorinated surface water and bladder cancer than for other types of 
cancer. The WHO also concludes that based on the large number of people 
exposed to chlorinated drinking water, there is a need to address this 
potential health concern.

E. Cancer and Other Toxicology

    Few new cancer toxicology studies have been completed since the 
Stage 1 DBPR was finalized in December 1998. The information provided 
in the following sections adds to the toxicology database and provides 
additional support for the Stage 2 DBPR to control DBP peaks (e.g, high 
TTHM and HAA5 levels) throughout distribution systems, but does not 
change the quantitative assessment of the MCLGs.
1. EPA Criteria Documents
    To date, EPA has established lifetime cancer risk levels for four 
DBPs (bromoform, bromodichloromethane, bromate, and dichloroacetic 
acid) classified as ``probable'' carcinogens, as promulgated in the 
Stage 1 DBPR and reported in the Integrated Risk Information System 
(IRIS). Although researchers have continued to assess the cancer risks 
of DBPs, there has been little change in the overall DBP 
carcinogenicity database since the Stage 1 DBPR.
    The most significant new publication since the Stage 1 DBPR was a 
study of DCAA tumorigenicity in mice by DeAngelo et al. (1999). The 
Agency has used the data from this study to revise the slope factor for 
DCAA and a drinking water 10-6 lifetime cancer risk 
concentration. The slope factor is a measure of the potency of a 
carcinogen while the 10-6 lifetime cancer risk concentration 
provides an estimate of the concentration of a contaminant in drinking 
water that is associated with an estimated excess lifetime cancer risk 
of one in a million (Table III-3).
    Another significant advancement beyond the Stage 1 DBPR was the 
evaluation of the chloroform tumorigenicity data on the basis of its 
nonlinear mode of action following the draft 1999 proposed Guidelines 
for Carcinogen Risk Assessment (USEPA 1999a). The new chloroform 
assessment became available on IRIS (2001) in October, 2001 (see 
section V for a more detailed discussion).
    The Criteria Documents for bromoform, bromodichloromethane, 
dibromochloromethane, and dichloroacetic acid that support the Stage 2 
proposal include cancer slope factors and 10-6 lifetime 
cancer risk concentrations that have been modified from their Stage 1 
values in order to reflect the methodology proposed in the 1996/1999 
draft cancer guidelines (USEPA 1999a) (Table III-3). These include the 
values based on the Maximum Likelihood Estimate of the dose producing 
effects in 10 percent of the animals (ED10) and from the 
lower 95 percent confidence bound on that value (LED10). 
Except for dibromochloromethane, which is classified as a possible 
human carcinogen, the DBPs in Table III-3 (and bromate as noted 
previously) are classified as probable human carcinogens.

                                  Table III--3.--Quantification of Cancer Risk
----------------------------------------------------------------------------------------------------------------
                                                      Risk factors from LED10         Risk factors from ED10
----------------------------------------------------------------------------------------------------------------
                                                                     10-6 Risk                       10-6 Risk
             Disinfection byproduct                Slope factor    concentration   Slope factor    concentration
                                                   (mg/kg/day)-1      (mg/L)       (mg/kg/day)-1      (mg/L)
----------------------------------------------------------------------------------------------------------------
Bromodichloromethane............................          0.034           0.001           0.022            0.002
Bromoform.......................................          0.0045          0.008           0.0034           0.01
Dibromochloromethane............................          0.04            0.0009          0.017            0.002
Dichloroacetic Acid.............................          0.048           0.0007          0.014            0.003
----------------------------------------------------------------------------------------------------------------

[[Page 49565]]

    EPA believes that it is important to pursue additional research on 
cancer from DBPs. EPA has several ongoing studies in addition to a 
collaboration with the National Toxicology Program of the National 
Institute of Environmental Health Sciences. More information on EPA's 
toxicology research program can be found at http://www.epa.gov/nheerl.
2. Other Byproducts with Carcinogenic Potential
    a. 3-chloro-4- (dichloromethyl)-5-hydroxy-2(5H) -furanone) (MX)--
multisite cancer. MX is a byproduct of chlorination that is typically 
found at very low concentrations (approximately <0.000067 mg/L) in 
drinking water. The information available on MX was recently compiled 
in the Quantitative Cancer Assessment for MX and chlorohydroxyfuranones 
(USEPA 2000i). Overall, the weight of evidence indicates that MX is a 
direct-acting genotoxicant in mammals, with the ability to induce 
tumors in multiple sites. The primary sites for tumor formation are the 
thyroid and liver.
    b. N-nitrosodimethylamine (NDMA)--multisite cancer. Health effects 
data indicate that NDMA is a probable human carcinogen, as described on 
IRIS (1991). Risk assessments have estimated that the 10-6 
lifetime cancer risk level is 0.000007 mg/L based on induction of 
tumors at multiple sites. Recent studies have produced new information 
on the occurrence and mechanism of formation of NDMA but there is not 
enough information at this time to draw conclusions. More research is 
underway to determine the mechanism by which NDMA is formed in drinking 
water, and the extent of its occurrence in chloraminated systems.
3. Other Toxicological Effects
    The Agency has modified the reference dose (RfD) values for 2 of 
the chlorinated acetic acids since the Stage 1 DBPR. Under the Stage 1 
DBPR there was no established RfD for monochloroacetic acid (MCAA). 
Data from a drinking water exposure study of MCAA in rats by DeAngelo 
et al. (1997) were used to establish an RfD of 0.004 mg/kg/day based on 
observed increases in spleen weight. Data from DeAngelo (1997) were 
also used to calculate a new RfD of 0.03 mg/kg/day for trichloroacetic 
acid (TCAA) based on observed effects on body weight and liver effects. 
Detailed discussions of the new reference doses are located in section 
V of this preamble.
4. WHO Review of the Cancer Toxicology Literature (2000)
    The IPCS report on Disinfectants and Disinfection Byproducts (WHO 
2000) emphasizes that the bulk of the toxicology data focuses primarily 
on carcinogenesis. The Task Group found BDCM to be of particular 
interest because it produces tumors in both rats and mice at several 
sites. Although the HAAs appear to be without significant genotoxic 
activity, the brominated HAAs appear to induce oxidative damage to DNA, 
leading to tumor formation.

F. Conclusions Drawn From the Cancer Epidemiology and Toxicology

    EPA believes that the cancer epidemiology and toxicology databases 
provide important information that contributes to the weight of 
evidence evaluation of the potential health risks from exposure to 
chlorinated drinking water. At this time the cancer epidemiology 
studies are insufficient to establish a causal relationship between 
exposure to chlorinated drinking water and cancer, but EPA does believe 
there is a potential association. The current database is sufficient 
for quantitative analysis on the endpoint of bladder cancer, as 
presented previously in the PAR analysis.
    The association between DBP exposure and colon cancer remains more 
tenuous than the link to bladder cancer, although similarity of effects 
reported in animal toxicity and human epidemiology studies strengthens 
the weight of evidence for an association between DBP exposure and 
colon cancer. Studies finding potential relationships between exposure 
to chlorinated drinking water and rectal, kidney, and brain cancer also 
add to the weight of evidence for a public health concern. EPA believes 
that the overall cancer epidemiology and toxicology data support the 
decision to pursue additional DBP control measures as reflected in the 
Stage 2 DBPR.

G. Request for Comment

    EPA requests comment on the conclusions drawn from the new health 
information summarized in this section. EPA requests comment on the 
weight of evidence evaluation of the potential reproductive and 
developmental hazards from DBPs and its potential implications for the 
regulatory provisions for the final Stage 2 DBPR. EPA solicits any 
additional data on the reproductive or developmental effects from DBPs 
that need to be considered for the final Stage 2 DBPR.
    EPA requests comment on EPA's conclusions regarding cancer 
epidemiology and toxicology, and the new studies discussed in today's 
proposal. EPA solicits any additional cancer epidemiology and 
toxicology data that need to be considered for the final Stage 2 DBPR.
    EPA also solicits any health information available to further 
assess risk to sensitive subpopulations, especially children and the 
elderly.

IV. DBP Occurrence Within Distribution Systems

    New information on the occurrence of DBPs in distribution systems 
raises issues about the protection provided by the Stage 1 DBPR. This 
section presents the new information used to identify key issues and to 
support the development of the Stage 2 DBPR. For a more detailed 
discussion see the Stage 2 Occurrence Assessment for Disinfectants and 
Disinfection Byproducts (USEPA 2003o).
    Under the Stage 1 DBPR, compliance with the DBP MCLs is determined 
by averaging, annually and system-wide, all DBP measurements. The 
following discussion shows that compliance based on system averages of 
DBP concentrations allows a significant number of sampling locations 
within distribution systems to have DBP levels above the MCLs. These 
peak DBP occurrences are masked by averaging with lower distribution 
system occurrence levels. The populations served by portions of the 
distribution system with higher DBP concentrations are not receiving 
the same level of health protection.
    The new information also shows that the highest DBP levels often do 
not occur at distribution system sites identified as representing 
maximum residence time. The information further shows that the highest 
TTHM and HAA5 levels often do not occur at the same site within the 
distribution system. These two findings suggest that it is appropriate 
to reevaluate the Stage 1 DBPR compliance monitoring sites in order to 
target those sites with high DBP levels. EPA believes that distribution 
system compliance monitoring sites need to be reevaluated to ensure 
identification of sites that reflect both high TTHM and HAA5 
occurrence.

A. Data Sources

1. Information Collection Rule Data
    The Information Collection Rule (USEPA 1996a) established 
monitoring and data reporting requirements for large public water 
systems. Under the Information Collection Rule, systems serving at 
least 100,000 people were required to conduct DBP and DBP-

[[Page 49566]]

related monitoring. The 18 months of required monitoring, which began 
in July 1997 and ended in December 1998, applied to 296 public water 
systems (500 treatment plants).
    The Information Collection Rule data show the national occurrence 
of: (1) Influent water quality parameters; (2) primary and secondary 
disinfectant use by the large plants; (3) occurrence of DBPs and DBP 
precursors in treatment plants, finished waters, and distributions 
systems; (4) microbial occurrence (in subpart H systems only); and (5) 
treatment plant monthly operation, and initial as well as final 
treatment plant design. The data were gathered after the Stage 1 DBPR 
was finalized (USEPA 1998c) but well before systems were required to 
meet Stage 1 DBPR requirements.
    The Information Collection Rule required a significant investment 
for the water treatment industry, as well as for the EPA to analyze the 
data. Overall, the occurrence and treatment data collected under the 
Information Collection Rule, excluding microbial data, was estimated to 
cost systems $54 million (USEPA 1996a). In addition, systems using 
source waters with high DBP precursor levels were required to conduct 
bench and pilot studies to evaluate the effectiveness of granular 
activated carbon (GAC) and membrane technology to control for DBPs. The 
estimated cost for these studies totaled approximately $57 million 
(USEPA 1996a).
    In addition to the analysis of DBPs in distribution systems, EPA 
used occurrence data from the Information Collection Rule to confirm 
selection of TTHM and HAA5 as appropriate contaminants for monitoring 
DBPs. EPA also used occurrence data from the Information Collection 
Rule to confirm differences in monitoring requirements for systems 
using surface water versus those using ground water, as stipulated 
under the Stage 1 DBR. Analysis of the Information Collection Rule data 
indicates that TTHM and HAA5 comprise on average, across all systems, 
about 50% of the total mixture of chlorinated DBPs and that TTHM and 
HAA5 concentrations are much lower and less variable in ground water 
systems than in surface water systems. These results support the basis 
for continuing the use of TTHM and HAA5 as indicators for controlling 
chlorinated DBPs. The data also reconfirmed that ground water systems 
require less monitoring than surface water systems based on lower and 
less variable DBP occurrence. For detailed analysis, see Stage 2 
Occurrence Assessment for Disinfectants and Disinfection Byproducts 
(USEPA 2003o).
2. Other Data Sources Used To Support the Proposal
    Table IV-1 summarizes the data sources other than the Information 
Collection Rule used to support the Stage 2 DBPR. The data from the 
Information Collection Rule is from large systems. To validate the 
conclusions drawn from analysis of the Information Collection Rule for 
small and medium systems, EPA compared these other data sources with 
the Information Collection Rule data. EPA found that there are 
significant similarities between large systems and medium and small 
systems with regard to source water quality (affecting DBP formation) 
and use of treatment technologies. Because of these similarities, EPA 
expects that small and medium systems would find DBP distribution 
system levels similar to those found in large systems following 
compliance with the Stage 1 DBPR requirements. For detailed discussion 
of this analysis, see Stage 2 Occurrence Assessment for Disinfectants 
and Disinfection Byproducts (USEPA 2003o) and Economic Analysis for the 
Stage 2 Disinfection Byproducts Rule (USEPA 2003i).

                                     Table IV-1.--Summary of Non-Information Collection Rule Occurrence Survey Data
--------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                           Geographic
              Data source                             Data collected                     representation        Number of plants  (By population served)
--------------------------------------------------------------------------------------------------------------------------------------------------------
Information Collection Rule             Raw source water-(Large Systems) TOC        Random national           47 serving 100,000 or more.
 Supplemental Survey.                   Raw source water-(Small & Medium Survey      distribution by SW       40 serving 10,000-99,999.
                                         Systems) TOC, UV 254, bromide, turbidity,   source type \1\.         40 serving fewer than 10,000.
                                         pH, & temperature.
WaterStats............................  Population served and flows                 Random national           219 serving 100,000 or more.
                                        Raw source water--Water                      distribution.            623 serving 10,000-99,999.
                                        Quality Parameters (WQPs),                                            30 serving fewer than 10,000.
                                        Source water type.
                                        Finished water-WQPs, TTHM, HAAs
                                        Treatment-unit processes, disinfectant
                                         used.
National Rural Water Association        Population served and flows                 Random national           117 serving fewer than 10,000.
 Survey (NRWAS).                        Raw source water-temperatures, turbidity,    distribution.
                                         pH, and source water type, bromide, TOC,
                                         UV 254, alkalinity, calcium, and total
                                         hardness.
                                        Finished water-residence time estimate,
                                         total and individual THMs, individual
                                         HAAs and HAA5, HAA6, HAA9,TOC, UV 254,
                                         Bromide, Temperature, pH, free and total
                                         chlorine residual levels.
                                        Treatment-unit processes, disinfectant
                                         used.
State Data-Surface Water..............  Distribution system TTHM occurrence data.   AK, CA, IL, MN, MS, NC,   562 serving fewer than 10,000.
                                                                                     TX, WA \2\.
State Data-Ground Water...............  Distribution system TTHM occurrence data.   AK, CA, FL, IL, NC, TX,   2336 serving fewer than 10,000.
                                                                                     WA \2\.
Ground Water Supply Survey............  TOC and TTHM (one sample for each           Random national           979 total.
                                         parameter at the entry point to             distribution.
                                         distribution system.)
--------------------------------------------------------------------------------------------------------------------------------------------------------
\1\ Source type designations include flowing stream and lake/reservoir (Except for 7 large plants pre-selected).
\2\ Over 50 percent of each State's systems are represented. EPA believes that the data reasonably represent a full range of source water quality in
  small systems at the national level.

[[Page 49567]]

B. DBPs in Distribution Systems

    EPA wanted to understand DBP occurrence in distribution systems 
likely to exist after implementation of the Stage 1 DBPR. Such an 
understanding would enable EPA to recognize options on how to improve 
protection under the Stage 2 DBPR. The analysis of occurrence data to 
support the Stage 2 DBPR is complicated because available national 
occurrence data do not reflect the changes in occurrence resulting from 
the implementation of the Stage 1 DBPR. Many utilities have only 
recently changed their treatment to comply with the Stage 1 DBPR 
(subpart H systems serving 10,000 people or more were required to 
comply beginning January 2002) or are about to make changes in 
treatment to comply with this rule (subpart H systems serving fewer 
than 10,000 people and ground water systems are required to comply 
beginning January 2004).
    To address the above issue, EPA evaluated Stage 1 DBPR implications 
by using Information Collection Rule data from plants that would not 
exceed the Stage 1 DBPR TTHM and HAA5 MCLs as an annual average. The 
TTHM and HAA5 data consist of quarterly measurements in four locations 
in distribution systems associated with each Information Collection 
Rule treatment plant. Two samples were collected at sites representing 
average residence time (AVG1 and AVG2), one sample at a site intended 
to represent the maximum residence time (MAX), and one sample was 
reported as a distribution system equivalent (DSE). The DSE sample was 
generally representative of average residence times. EPA believes that 
the monitoring locations of the Information Collection Rule, while not 
necessarily being the same as the Stage 1 DBPR compliance monitoring 
sites, provide a close approximation of monitoring under the Stage 1 
DBPR. EPA recognizes, however, that data for plants that are in 
compliance with Stage 1 MCLs even without installing additional 
treatment (perhaps because of low source water TOC) are not necessarily 
reflective of plants that make treatment changes to comply with the 
Stage 1 DBPR.
1. DBPs Above the MCL Occur at Some Locations in a Substantial Number 
of Plants
    Figure IV-1 compares the TTHM running annual average (RAA) levels 
with the single highest TTHM concentration in the distribution system. 
Twenty one percent (60 of 290) of the Information Collection Rule 
plants had single TTHM concentrations higher than the 0.080 mg/L MCL. 
Figure IV-2 makes the same comparison for HAA5. Fourteen percent (40 of 
290) of the plants meeting the Stage 1 DBPR MCL had single HAA5 
concentrations higher than the 0.060 mg/L MCL. In systems with a low 
RAA for TTHM and HAA5, the highest single TTHM and HAA5 values are 
generally not much higher than the respective Stage 1 DBPR MCLs. 
However, as the RAAs increase, there is a greater likelihood of having 
peak levels above the MCLs. As the RAAs approach the Stage 1 DBPR MCLs, 
some of the distribution system single highest concentrations approach 
levels that are double the Stage 1 DBPR MCLs.
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2. Specific Locations in Distribution Systems Are Not Protected to MCL 
Levels
    Data from the Information Collection Rule show that the RAA 
compliance calculation may allow specific locations in a distribution 
system to regularly receive water with DBP levels that exceed the MCL. 
Figure IV-3 shows that five percent of plants (15 out of 290) had one 
or more locations that, on average, exceeded 0.080 mg/L as a TTHM LRAA 
for that same year. One of the 15 plants that exceeded a TTHM LRAA of 
0.080 mg/L did so at two locations. Of the 15 plants, the highest LRAA 
was between 0.080 and 0.090 mg/L at 10 plants, and between 0.090 and 
0.100 mg/L at 5 plants. Customers served at these locations regularly 
received water with TTHM concentrations somewhat higher than the MCL.
    Figure IV-4 shows similar results based on Information Collection 
Rule HAA5 data. Three percent of plants (eight of 290) exceeded 0.060 
mg/L as an LRAA, and three of these eight plants did so at two or three 
locations. Of the 8 plants, the highest LRAA was between 0.060 and 
0.070 mg/L at 5 plants, and between 0.070 and 0.075 mg/L at 3 plants. 
Among the 290 plants in the Information Collection Rule database 
meeting the Stage 1 MCLs, 19 plants have a maximum TTHM LRAA of 0.080 
mg/l or greater or a maximum HAA5 LRAA of 0.060 mg/l or greater (four 
plants exceeded both MCLs), though in no case did DBP levels at a given 
location consistently exceed the MCL by more than 20%.

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3. Stage 1 DBPR Maximum Residence Time Location May Not Reflect the 
Highest DBP Occurrence Levels
    The 1979 TTHM rule and Stage 1 DBPR monitoring locations must 
include a site reflection maximum residence time in the distribution 
system with the intent of capturing the highest DBP levels in the 
distribution system. The Information Collection rule referred to this 
specific location as MAX. The Information Collection rule data indicate 
two important results: (1) that monitoring locations identified as the 
maximum residence time locations often did not represent those 
locations with the highest DBP levels and (2) the highest TTHM and HAA5 
level often occurred at different points in the distribution system.
    Figure IV-5 illustrates that the highest TTHM and HAA5 LRAAs could 
be at any of the four Information Collection Rule sample locations in 
the distribution system or, in some cases, at the finished water 
location. Fifty percent of the plants evaluated have the highest TTHM 
LRAA concentration occurring at a site other than the maximum residence 
time monitoring site. over 60% of plants evaluated had the highest HAA5 
LRAA at a location other than the maximum residence time monitoring 
site.
    Figure IV-6, based on data from the National Rural Water Survey 
(NRWS), indicates that systems serving fewer than 10,000 people also 
frequently have their highest TTHM and HAAS levels at locations other 
than those intended to represent maximum residence time. The occurrence 
patterns indicated in Figures IV-5 and IV-6 may be due to several 
factors, such as HHA5 degrading over time in the distribution system, 
maximum residence time monitoring sites not actually representing the 
maximum residence time, or that using a simple estimation of maximum 
residence time cannot characterize a complex distribution system.
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    EPA also analyzed whether the highest LRAA for TTHM and HAA5 
occurred at the same location. If TTHM and HAA5 occur at the same 
location rather than different locations, fewer monitoring sites would 
be needed to represent TTHM and HAA5 occurrence. However, this is not 
the case. The Information Collection Rule and NRWA data sets, 
respectively, indicate that 49% and 44% of plants experienced their 
highest LRAA TTHM and HAA5 concentrations at different locations in the 
distribution system.
    For plants that did have their highest LRAA TTHM and HAA5 
concentrations at the same location, it was not necessarily the maximum 
residence time monitoring location. Figure IV-7 illustrates that for 
the Information Collection Rule plants with the highest TTHM and HAA5 
levels occurring at the same location, the highest TTHM and HAA5 LRAA 
simultaneously occurred at the maximum residence time monitoring 
location in 50% of the cases. Figure IV-8 illustrates that for the NRWA 
plants with the highest TTHM and HAA5 levels occurring at the same 
location, the highest TTHM and HAA5 LRAA simultaneously occurred at the 
maximum residence time (MAX) monitoring location in 64% of the cases.

C. Request for Comment

    EPA requests comment on the analysis presented in this section. Is 
EPA's approach for representing post Stage 1 DBPR occurrence 
appropriate? What other approaches might be used? Are the conclusions 
that EPA derives from the analysis appropriate?

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V. Discussion of Proposed Stage 2 DBPR Requirements

A. MCLG for Chloroform

1. What Is EPA Proposing Today?
    EPA is proposing an MCLG for chloroform of 0.07 mg/L based on a 
cancer reference dose (RfD), an assumption that a person drinks 2 
liters of water per day (the 90th percentile of intake rate for the 
U.S. population), and a relative source contribution (RSC) of 20 
percent. The MCLG is proposed at a level at which no adverse effects on 
the health of persons is anticipated with an adequate margin of safety. 
This conclusion is based on toxicological evidence that the 
carcinogenic effects of chloroform are an ultimate consequence of 
sustained tissue toxicity. The MCLG is set at a daily dose for a 
lifetime at which no adverse effects will occur because the sustained 
tissue toxicity, which is a key event in the cancer mode of action of 
chloroform, will not occur (USEPA 2001b).
    EPA believes that the RfD used for chloroform is protective of 
sensitive groups, including children. This RfD was developed by the EPA 
current method for developing RfDs based on animal data. The method is 
designed to be protective by taking human variability into account and 
assuming that the average human will be as sensitive as the most 
responsive animal species. EPA's understanding of the mode of action 
for chloroform does not indicate a uniquely sensitive subgroup or an 
increased sensitivity in children.
2. How Was This Proposal Developed?
    a. Background. EPA proposed a zero MCLG for chloroform in the 1994 
Stage 1 DBPR proposal (USEPA 1994b). Following the proposal, numerous 
toxicological studies on chloroform were published and were discussed 
in two Notices of Data Availability (NODAs) (USEPA 1997a; USEPA 1998e). 
The 1998 NODA presented substantial scientific data related to the mode 
of action as part of the chloroform risk assessment and requested 
comment on a chloroform MCLG of 0.3 mg/L that reflected a nonlinear 
mode of action. After considering comments on the NODAs, EPA determined 
that further deliberations with the Science Advisory Board (SAB) and 
stakeholders were needed before changing the MCLG for chloroform. Thus, 
EPA promulgated a chloroform MCLG of zero in the final Stage 1 DBPR 
(USEPA 1998c) and committed to conducting additional deliberations with 
the SAB and factoring the SAB's review into the Agency's Stage 2 DBPR 
rulemaking

[[Page 49577]]

process. The Agency consulted with the SAB in October 1999 (USEPA 
2000f).
    The Stage 1 DBPR MCLG of zero for chloroform was challenged, and 
the U.S. Court of Appeals for the District of Columbia Circuit issued 
an order vacating the zero MCLG (Chlorine Chemistry Council and 
Chemical Manufacturers Association v. EPA, 206 f.3d 1286 (D.C. Circuit 
2000)). EPA committed to the Court to propose a non-zero MCLG for 
chloroform in the upcoming proposed Stage 2 Disinfectants and 
Disinfection Byproducts Rule. EPA removed the MCLG for chloroform from 
its Stage 1 DBP NPDWR (USEPA 2000e). No other provision of the Stage 1 
DBPR was affected.
    b. Basis of the new chloroform MCLG. Based on an analysis of all 
the available scientific data on chloroform discussed in more detail 
below, EPA believes that chloroform dose-response is nonlinear and that 
chloroform is likely to be carcinogenic only under high exposure 
conditions. EPA's assessment of the cancer risk associated with 
chloroform exposure (USEPA 2001b) uses the principles of the 1999 EPA 
Proposed Guidelines for Carcinogen Risk Assessment (USEPA 1999a).
    The Proposed Guidelines for Carcinogen Risk Assessment, as reviewed 
by the public and the EPA SAB, reflect new science and are consistent 
with, and an extension of, the existing 1986 Guidelines for Carcinogen 
Risk Assessment (USEPA 1986). The 1986 guidelines provide for 
departures from default assumptions such as low dose linear 
extrapolation. For example, the 1986 EPA guidelines reflect the 
position of the Office of Science and Technology Policy (OSTP) that 
(OSTP 1985; Principle 26) ``[N]o single mathematical procedure is 
recognized as the most appropriate for low-dose extrapolation in 
carcinogenesis. When relevant biological evidence on mechanisms of 
action exists (e.g, pharmacokinetics, target organ dose), the models or 
procedure employed should be consistent with the evidence.'' The 1985 
guidelines go on to state ``The Agency will review each assessment as 
to the evidence on carcinogenesis mechanisms and other biological or 
statistical evidence that indicates the suitability of a particular 
extrapolation model.''
    i. Mode of action. EPA has fully evaluated the science on 
chloroform and concludes that chloroform is likely to be carcinogenic 
to humans under high exposure conditions that lead to cytotoxicity and 
regenerative hyperplasia in susceptible tissue; chloroform is not 
likely to be carcinogenic to humans at a dose level that does not cause 
cytotoxicity and cell regeneration (USEPA 1998e, USEPA 1998b, USEPA 
2001b).
    Chloroform's carcinogenic potential is indicated by animal tumor 
evidence (liver tumors in mice and renal tumors in both mice and rats) 
from inhalation and oral exposure. Data on metabolism, toxicity, 
mutagenicity and cellular proliferation contribute to an understanding 
of the mode of carcinogenic action. For chloroform, sustained or 
repeated cytotoxicity with secondary regenerative hyperplasia precedes, 
and is a key event for, hepatic and renal neoplasia.
    EPA believes that a DNA reactive mutagenic mode of action is not 
likely to be the predominant influence of chloroform on the 
carcinogenic process. EPA has concluded that the predominant mode of 
action involves cytotoxicity produced by the oxidative generation of 
highly reactive metabolites, followed by regenerative cell 
proliferation (USEPA 2001b). EPA further believes that the chloroform 
dose-response is nonlinear. The SAB final report states ``(t)he 
Subcommittee agrees with EPA that sustained or repeated cytotoxicity 
with secondary regenerative hyperplasia in the liver and/or kidney of 
rats and mice precedes, and is probably a causal factor for, hepatic 
and renal neoplasia'' (USEPA 2000f).
    ii. Metabolism. The cytochrome P450 isoenzyme CYP 2E1 is the 
primary enzyme catalyzing chloroform metabolism at low concentrations. 
Chloroform's carcinogenic effects involve oxidative generation of 
reactive and toxic metabolites (phosgene and hydrochloric acid [HCl]) 
and thus are related to its noncancer toxicities (e.g., liver or kidney 
toxicities). The electrophilic metabolite phosgene could react with 
macromolecules such as phosphotidyl inositols or tyrosine kinases which 
in turn could potentially lead to interference with signal transduction 
pathways (i.e., chemical messages controlling cell division), thus 
leading to carcinogenesis. Likewise, it is also plausible that phosgene 
reacts with cellular phospholipids, peptides and proteins resulting in 
generalized tissue injury. Glutathione, free cysteine, histidine, 
methionine and tyrosine are all potential reactants for electrophilic 
agents.
    At high concentrations, chloroform may undergo reductive metabolism 
which forms reactive dichloromethyl free radicals. These free radicals 
can contribute to lipid peroxidation and cause cytotoxicity.
    c. How the MCLG is derived. EPA continues to recognize the strength 
of the science in support of a nonlinear approach for estimating the 
carcinogenicity of chloroform. This science was affirmed by the 
Chloroform Risk Assessment Review Subcommittee of the EPA SAB Executive 
Committee which met on October 27-28, 1999 (USEPA 2000f). The SAB 
Subcommittee agreed that the nonlinear approach is most appropriate for 
the risk assessment of chloroform.
    Nonzero MCLGs are scientifically and statutorily supported. The 
statute requires that the MCLG be set where no known or anticipated 
adverse effects occur, allowing for an adequate margin of safety (56 FR 
3533; USEPA 1991b). Historically, EPA established MCLGs of zero for 
known or probable human carcinogens based on the principle that any 
exposure to carcinogens might represent some finite level of risk. If 
there is substantial scientific evidence, however, that indicates there 
is a ``safe threshold'', then a nonzero MCLG can be established with an 
adequate margin of safety (56 FR 3533; USEPA 1991a)).
    EPA would ideally like to use the delivered dose (i.e., the amount 
of key chloroform metabolites that actually reach the liver and cause 
cell toxicity) for calculating an RfD to support the MCLG. However, the 
required toxicokinetic data are not currently available. Thus, the RfD 
is calculated using the applied dose (i.e., the amount of chloroform 
ingested). The RfD is based on both the benchmark dose and the 
traditional no observed adverse effect level/lowest observed adverse 
effect level (NOAEL/LOAEL) approaches for hepatotoxicity in the most 
sensitive species, the dog. The MCLG is based on the RfD and calculated 
as follows:
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    i. Reference dose. The RfD for chloroform was estimated based on 
noncancer effects using both the benchmark dose and the traditional 
NOAEL/LOAEL approaches. For benchmark analysis, five relevant data sets 
including target organ toxicity, labeling index, histopathology in 
rodents, and liver toxicity in dogs (Heywood 1979) were evaluated. The 
effects seen in dogs are considered to be early signs of liver 
toxicity, preceding cytotoxicity, cytolethality and regenerative 
hyperplasia. Thus, the Heywood (1979) study, provides the most 
sensitive end point in the most sensitive species and is the most 
appropriate basis for the RfD.

[[Page 49578]]

    The 95% confidence lower bound on the dose associated with a 10% 
extra risk (LED10) is based on the prevalence of animals demonstrating 
liver toxicity. After an exposure adjustment to the LED10 (1.2 mg/kg/
day), an RfD of 0.01 mg/kg/day was calculated using an overall 
uncertainty factor of 100 (10 for interspecies extrapolation and 10 for 
protection of sensitive individuals) (USEPA 2001b).
    Coincidentally, the benchmark dose and the traditional NOAEL/LOAEL 
approaches yield the same RfD number (USEPA 2001b). The NOAEL/LOAEL 
approach is also based on the Heywood study (1979) which had a LOAEL of 
15 mg/kg/day for evidence of liver toxicity. After an exposure 
adjustment to the LOAEL (yielding 12.9 mg/kg/day), an RfD of 0.01 mg/
kg/day was calculated using an overall uncertainty factor of 1000 (10 
for interspecies extrapolation, 10 for protection of sensitive 
individuals, and 10 for using a LOAEL instead of a NOAEL) (USEPA 
2001b).
    ii. Relative source contribution. Another factor in determining the 
MCLG is the relative source contribution (RSC). The RSC is used when 
the MCLG is set at a level above zero. Its purpose is to ensure that 
the contribution to exposure from drinking tap water does not cause the 
lifetime daily exposure of persons to a contaminant to exceed RfD. The 
RSC is thus a factor used to make sure that the MCLG is protective even 
if persons are exposed to the contaminant by other routes (inhalation, 
dermal absorption) or other sources (e.g., food). If sufficient 
quantitative data are not available on exposure by other routes and 
sources, EPA has historically assumed that the RSC from drinking water 
is 20 percent of the total exposure, a value considered protective. If 
data indicate that contributions from other routes and sources are not 
significant, EPA has historically assumed a less conservative RSC of 80 
percent (54 FR 22,062, 22,069 (May 22, 1989)(USEPA 1989a), 56 FR at 
3535 (Jan 30, 1990)(USEPA 1991a), 59 FR 38,668, 38,678 (July 29, 
1994)(USEPA 1994b)).
    Today, EPA is proposing an assumption of a 20 percent RSC. This is 
in consideration of data which indicate that exposure to chloroform by 
other routes and sources of exposure may potentially contribute a 
substantial percentage of the overall exposure to chloroform.
    In the 1998 Stage 1 DBPR NODA, EPA considered an MCLG of 0.3 mg/L 
that was calculated using an RSC of 80 percent, based on the assumption 
that most exposure to chloroform is likely to come from ingestion of 
drinking water. In the final Stage 1 DBPR, EPA reconsidered this 
assumption in response to comments and in the light of data which 
indicate that exposure to chloroform by inhalation and dermal exposure 
may potentially contribute a substantial percentage of the overall 
exposure to chloroform depending on the activity patterns of 
individuals (USEPA 1998e) e.g., during showering, bathing, swimming, 
boiling water, clothes washing, and dishwashing. There is also 
potential exposure to chloroform by the dietary route. There are 
uncertainties regarding other possible highly exposed sub-populations, 
e.g., swimmers, those who use humidifiers, hot-tubs, and outdoor 
misters, persons living near industrial sources, people working in 
laundromats, and persons working with pesticides employing chloroform 
as a solvent (USEPA 1998b).
    A 1998 International Life Sciences Institute (ILSI) report 
evaluated the uptake of drinking water contaminants through the skin 
and by inhalation. The report noted that ``(i)n the case of chloroform, 
its high volatility leads to its rapid movement from liquid to air. 
Large water-use sources, such as showers, become dominant sources with 
respect to exposure'' and ``(t)he inhalation route is demonstrated to 
be the primary route for higher-volatility compounds (e.g., 
chloroform)'' (ILSI 1998). Weisel and Jo (1996) found that 
``approximately equivalent amounts of chloroform from water can enter 
the body by three different exposure routes, inhalation, dermal 
absorption, and ingestion, for typical daily activities of drinking and 
bathing.''
    Chloroform has been found in beverages, especially soft drinks, and 
food, particularly dairy products (Wallace, 1997). Wallace states that 
``ingestion (drinking tap water and soft drinks and eating certain 
dairy foods), inhalation (breathing peak amounts of chloroform emitted 
during showers or baths, and lower levels in indoor air from other 
indoor sources), and dermal absorption (during showers, baths, and 
swimming)'' each ``appear to be potentially substantial contributors to 
total exposure''.
    EPA estimates that for the median individual, ingestion of total 
tap water (assuming certain activity patterns, habits, and home 
characteristics) can contribute roughly 28 percent of the total dose of 
chloroform (USEPA 2001a). With assumptions as described, tap water 
ingestion is a portion of exposure through fluid intake which 
contributes about 34 percent of the total dose, inhalation accounts for 
about 31 percent of the total dose, ingestion of foods contributes 
another 27 percent of the overall dose, and dermal absorption 
(primarily during showering) adds slightly less than 8 percent of the 
total dose. These exposure percentages are based on average daily doses 
(mean chloroform intake for adults) for each source and route of 
exposure under specific conditions. They do not take into account the 
considerable variability in several factors across the population. For 
instance, intake of drinking water or particular foods and length of 
shower varies from day-to-day, as do home air turnover rates and 
ventilation. Different areas in the United States vary with respect to 
these factors and chloroform concentrations in food. Thus, although the 
28 percent for the median individual is based on reasonable 
assumptions, uncertainty remains.
    Given the uncertainties of estimation, EPA believes available 
analyses point to the RSC of 20 percent as the appropriate default 
(i.e., 20 percent of exposure to chloroform comes from drinking tap 
water alone). EPA also believes that this default is protective of 
public health and is a more reasonable choice than choosing any 
particular estimate because of the assumptions and uncertainties 
involved with each estimation. Hence, EPA is proposing the MCLG based 
on the RSC default of 20 percent which supports the adequacy of the 
margin of safety associated with the MCLG.
    iii. Water ingestion and body weight assumptions. In MCLG 
calculations, EPA assumes the 90th percentile water ingestion of 2 
liters (roughly equivalent to a half gallon) per day (USEPA 2000a). The 
use of a conservative consumption estimate is consistent with the 
objective of setting an MCLG that is protective. EPA also uses a 
default adult body weight of 70 kg (equal to 154 pounds) for the RfD 
since dose is calculated from lifetime studies of animals and compared 
to lifetime exposure for humans.
    iv. MCLG calculation. The MCLG is calculated to be 0.07 mg/L using 
the following assumptions: an adult tap water consumption of 2 L per 
day for a 70 kg adult, and a relative source contribution of 20%:

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    EPA concludes that an MCLG of 0.07 mg/L based on protection against 
liver toxicity will be protective against carcinogenicity given that 
the mode of action for chloroform involves cytotoxicity as a key event 
preceding tumor development. Therefore, the recommended MCLG for 
chloroform is 0.07 mg/L.
    v. Other considerations. The evidence supports similarity of 
potential response in children and adults. The basic biology of 
toxicity caused by cell damage due to oxidative damage is expected to 
be the same. There is nothing about the incidence and etiology of liver 
and kidney cancer in children to indicate that they would be inherently 
more sensitive to this mode of action. Most importantly in this case, 
children appear to be no different quantitatively in ability to carry 
out the oxidative metabolism step for the induction of toxicity and 
cancer and may, as fetuses, be less susceptible (USEPA 1999c).
    Some commenters on the March 1998 NODA were concerned that EPA did 
not take drinking water epidemiology studies into account in its 
evaluation of chloroform risk. EPA believes that while the 
epidemiologic evidence suggests that chlorinated drinking water may be 
associated with certain cancers and reproductive, developmental effects 
pertinent to the risk of disinfectant byproduct mixtures, it does not 
provide insight into the risk from chloroform specifically. The SAB 
noted that ``(t)he goal of the draft risk assessment (the isolation of 
the effect of chloroform in drinking water) makes the extensive 
epidemiologic evidence on drinking water disinfection byproducts 
largely irrelevant'' to the specific question of chloroform health 
risks because, in the available studies, chloroform cannot be isolated 
from other disinfection byproducts that may be in the drinking water 
(USEPA 2000f). The SAB noted that ``the epidemiologic evidence is quite 
pertinent to the broader question of most direct regulatory concern, 
namely disinfection byproducts in the aggregate''.
    d. Feasibility of other options. During the development of the MCLG 
for chloroform, EPA considered a number of options for both the 
chloroform MCLG and the TTHM MCL. Today, EPA is proposing the preferred 
option of a 0.07 mg/L MCLG for chloroform. EPA primarily considered two 
other options which are discussed in more detail later: a 0.07 mg/L 
MCLG for chloroform in conjunction with developing MCLs for each of the 
individual TTHMs (i.e., 4 MCLs and 4 MCLGs for the THMs); and 
developing a single combined MCLG for TTHM rather than developing a 
separate MCLG for each of the THMs.
    EPA considered developing separate MCLGs and MCLs for each THM. 
Under this strategy, EPA would determine an MCL as close to the 
individual MCLGs as is technically feasible, taking cost into 
consideration, for each THM. EPA would propose an MCLG of 0.07 mg/L for 
chloroform and maintain the Stage 1 DBPR MCLGs for BDCM, DBCM, and 
bromoform (USEPA 1998c). EPA analyzed the impact such an MCL strategy 
would have and ultimately rejected this option. This approach 
represents a fundamental shift from the TTHM strategy agreed to by 
stakeholders and EPA as part of the M-DBP negotiation process and 
reflected in the 1998 Stage 1 DBPR. In addition, one important 
component of the existing single MCL is that TTHMs are an indicator for 
other DBPs. Developing a separate MCL for each THM would move away from 
this indicator approach. Because precursor and DBP occurrence 
measurements are highly variable, both temporally and geographically, 
determining technical feasibility for best available technology (BAT) 
would be difficult. Compliance with individual THM standards would be 
very different from compliance based on a sum of the four THMs and it 
is not clear what treatment technology shifts would be needed. This 
problem would be particularly exacerbated in areas with high bromide, 
such as California. EPA also projected that States would have a 
difficult time overseeing (e.g., variances, exemptions, etc.) the more 
complicated rule that would result from this option.
    EPA considered establishing a single combined MCLG for TTHM. There 
is precedent for using a toxicity equivalency quotient (analogous to a 
combined MCLG) for dioxin and coplanar PCBs (USEPA 2000o, Draft Dioxin 
Reassessment). From a scientific standpoint, a combined MCLG approach 
requires that the chemicals have a similar mode of action and health 
endpoint. Chemicals within each of the dioxin and coplanar PCB classes 
have the same mode of action and endpoint (target tissue). Within the 
PCB class, noncoplanar PCBs have a different mode of action than the 
coplanar PCBs. Noncoplanar PCBs are, therefore, not included in the 
toxicity equivalency quotient for coplanar PCBs. In the case of the 
disinfection byproducts, EPA believes that the THMs have different 
modes of action and health endpoints. One of the THMs is a liver 
carcinogen (chloroform) with a mode of action dependent on 
cytolethality; two are DNA-reactive carcinogens (bromodichloromethane--
large intestine and kidney tumors, and bromoform--large intestine 
tumors); and one is a nonlinear non-carcinogen (dibromochloromethane) 
which is a liver toxicant. EPA therefore, chose not to develop a 
combined MCLG for TTHM. Consequently, after considering this 
alternative option in some detail, EPA is today proposing an MCLG of 
0.07 mg/L for chloroform.
3. Request for Comment
    Based on the information presented previously, EPA is proposing an 
MCLG for chloroform of 0.07 mg/L. EPA requests comments on the MCLG and 
on EPA's cancer assessment for chloroform. EPA also requests comments 
on the RfD, the default RSC of 20 percent, and the tap water 
consumption and body weight assumptions used in the MCLG calculation. 
EPA solicits additional data on chloroform exposure via other sources 
and routes. EPA requests comment on the other options for developing 
the chloroform MCLG that the Agency considered.

B. MCLGs for THMs and HAAs

1. What Is EPA Proposing Today?
    Today EPA is proposing new MCLGs of 0.02 mg/L for TCAA and 0.03 mg/
L for MCAA based on new toxicological data. As a part of the Stage 1 
DBPR, EPA finalized an MCLG of 0.3 mg/L for TCAA. The Stage 1 DBPR did 
not include an MCLG for MCAA (although it was included as one of the 
five haloacetic acids in the HAA5 MCL). With the exception of 
chloroform, discussed above, and these two HAAs, EPA is not revising 
any of the other MCLGs that were finalized in the Stage 1 DBPR. No 
significant new studies that would change EPA's MCLG estimates for 
BDCM, DBCM, bromoform, or DCAA have been published since the Stage 1 
DBPR. See section III for a summary of new health effects data.
2. How Was This Proposal Developed?
    EPA reviewed the available literature on BDCM, DBCM, bromoform, 
DCAA and determined that there was no new

[[Page 49580]]

information that would cause EPA to revise its MCLG estimates. New 
toxicology studies on reproductive and developmental effects and cancer 
are summarized in sections III.B. and III.D. of today's proposal.
    EPA is proposing new MCLGs for TCAA and MCAA. The health effects 
information and studies described in the following two sections that 
support the proposed MCLGs are summarized from the Addendum to the 
Criteria Document for Monochloroacetic Acid and Trichloroacetic Acid 
(USEPA 2003b). The occurrence of MCAA and TCAA are discussed in the 
Stage 2 Occurrence Assessment for Disinfectants and Disinfection 
Byproducts (USEPA 2003o). a. Trichloroacetic acid. In the final Stage 1 
DBPR, EPA based its health effects assessment of TCAA on developmental 
toxicity and limited evidence of carcinogenicity (USEPA 1998c). Since 
then, the Agency has decided that the RfD based on a developmental 
LOAEL yields a less conservative RfD than that based on liver toxicity 
derived from the study by DeAngelo et al. (1997). Thus, the Agency has 
reassessed the health effects of TCAA based on liver toxicity and 
revised the RfD and MCLG.
    TCAA induces systemic, noncancer effects in animals and humans that 
can be grouped into three categories: metabolic alterations, liver 
toxicity; and developmental toxicity. The primary site of TCAA toxicity 
is the liver (USEPA1994a; Dees and Travis, 1994; Acharya et al. 1995; 
Acharya et al. 1997; DeAngelo et al.1997).
    The liver has consistently been identified as a target organ for 
TCAA toxicity in short-term (Goldsworthy and Popp, 1987; DeAngelo et 
al. 1989; Sanchez and Bull, 1990) and longer-term (Bull et al. 1990; 
Mather et al. 1990; Bhat et al. 1991) studies. Peroxisome proliferation 
has been a primary endpoint evaluated, with mice reported to be more 
sensitive to this effect than rats. More recent studies have confirmed 
these earlier findings. TCAA-induced peroxisome proliferation was 
observed in B6C3F1 mice exposed for 10 weeks to doses as low as 25 mg/
kg/day (Parrish et al. 1996), while in rats exposed to TCAA for up to 
104 weeks (DeAngelo et al. 1997), peroxisome proliferation was observed 
at 364 mg/kg/day, but not at 32.5 mg/kg/day. Increased liver weight and 
significant increases in hepatocyte proliferation have been observed in 
short-term studies in mice at doses as low as 100 mg/kg/day (Dees and 
Travis, 1994), but no increase in hepatocyte proliferation was noted in 
rats given TCAA at similar doses (DeAngelo et al. 1997). More clearly 
adverse liver toxicity endpoints, including increased serum levels of 
liver enzymes (indicating leakage from cells) or histopathological 
evidence of necrosis, have been reported in rats, but generally only at 
high doses. For example, in a rat chronic drinking water study, 
increased hepatocyte necrosis was observed at a dose of 364 mg/kg/day 
(DeAngelo et al. 1997).
    In the DeAngelo et al.(1997) study, groups of 50 male F344 rats 
were administered TCAA in drinking water, at 0, 50, 500, or 5000 mg/L, 
resulting in time-weighted mean daily doses of 0, 3.6, 32.5, or 364 mg/
kg for 104 weeks. There were no significant differences in water 
consumption or survival between the control and treatment groups. 
Exposure to the high dose of TCAA resulted in a significant decrease in 
body weight of 11% at the end of the study. The absolute but not 
relative liver weight was decreased at the high dose. Complete necropsy 
and histopathology examination showed mild hepatic cytoplasmic 
vacuolization in the two low-dose groups, but not in the high-dose 
group. The severity of hepatic necrosis was increased mildly in the 
high-dose animals. Analyses of serum aspartate aminotransferase (AST) 
and alanine aminotransferase (ALT) activities at the end of exposure 
showed a significant decrease in AST activity in the mid-dose group and 
a significant increase in ALT level in the high-dose group. Since 
increased serum ALT or AST levels reflect hepatocellular necrosis, the 
increased ALT at the high dose is considered an adverse effect, while a 
non-dose related decrease of AST is not. Peroxisome proliferation was 
increased significantly in the high-dose animals. There was no evidence 
of any exposure-related increase in hepatocyte proliferation. Based on 
the significant decrease in body weight (£=10%), minimal 
histopathology changes, and increased serum ALT level, the high dose of 
364 mg/kg/day is considered the LOAEL and the mid dose of 32.5 mg/kg/
day is considered the NOAEL.
    There are no reproductive toxicity studies of TCAA. The results of 
an in vitro fertilization assay indicated that TCAA might decrease 
fertilization (Cosby and Dukelow, 1992). The available data suggest 
that TCAA is a developmental toxicant. TCAA increased resorptions, 
decreased implantations, and increased fetal cardiovascular 
malformations when administered to pregnant rats at 291 mg/kg/day 
(Johnson et al. 1998) on gestation days 1-22. In another study, 
decreased fetal weight and length, and increased cardiovascular 
malformations were observed when pregnant rats were administered 330 
mg/kg/day TCAA by gavage during gestation days 6 to 15 (Smith et al. 
1989). Neither of these studies identified a NOAEL. The results of in 
vitro developmental toxicity assays, including mouse and rat whole-
embryo culture (Saillenfait et al. 1995; Hunter et al. 1996) and frog 
embryo teratogenesis assay--Xenopus (FETAX) (Fort et al. 1993) yielded 
positive results. The Hydra test system (Fu et al. 1990) produced 
negative results.
    TCAA has been reported to induce liver tumors in mice but not in 
rats (USEPA 1994a). This observation has also been made in more recent 
drinking water studies. Pereira (1996) observed an increased incidence 
of hepatocellular adenomas and carcinomas in female B6C3F1 mice at 
doses of 262 mg/kg/day and higher after 82 weeks. In contrast, no 
increase in neoplastic liver lesions were found in F344 rats given 
doses up to 364 mg/kg/day for 104 weeks (DeAngelo et al. 1997). In 
addition, a variety of recent mechanistic studies have observed that 
TCAA either induced or promoted liver tumors in mice (Ferreira-Gonzalez 
et al. 1995; Pereira and Phelps, 1996; Tao et al. 1996; Latendresse and 
Pereira, 1997; Stauber and Bull, 1997; Tao et al. 1998).
    Recent mutagenicity data have provided mixed results (Giller et al. 
1997; DeMarini et al. 1994; Harrington-Brock et al. 1998). TCAA did not 
induce oxidative DNA damage in mice following dosing for either 3 or 10 
weeks (Parrish et al. 1996). Studies on DNA strand breaks and 
chromosome damage produced mixed results (Nelson and Bull, 1988; Chang 
et al. 1991; Mackay et al. 1995; Harrington-Brock et al. 1998).
    According to the 1999 Draft Guidelines for Carcinogen Risk 
Assessment (USEPA 1999a), a compound is appropriately classified as 
``Suggestive Evidence of Carcinogenicity, but Not Sufficient to Assess 
Human Carcinogenic Potential'' when ``the evidence from human or animal 
data is suggestive of carcinogenicity, which raises a concern for 
carcinogenic effects but is judged not sufficient for a conclusion as 
to human carcinogenic potential''. Based on uncertainty surrounding the 
relevance of the liver tumor data in B6C3F1 mice, TCAA can best be 
described as ``Suggestive Evidence of Carcinogenicity, but Not 
Sufficient to Assess Human Carcinogenic Potential'' under the 1999 
Draft Guidelines for Carcinogen Risk Assessment. Thus a quantitative 
estimate of cancer potency is not supported.

[[Page 49581]]

    The RfD for TCAA of 0.03 mg/kg/day is based on the NOAEL of 32.5 
mg/kg/day for liver histopathological changes identified by DeAngelo et 
al. (1997). The RfD includes an uncertainty factor of 1000 (composite 
uncertainty factor consisting of three factors of 10 chosen to account 
for extrapolation from a NOAEL in animals, inter-individual variability 
in humans, and insufficiencies in the database, including the lack of 
full histopathological data in a second species, the lack of a 
developmental toxicity study in second species, and the lack of a 
multi-generation reproductive study).
    The MCLG is calculated to be 0.02 mg/L using the following 
assumptions: an adult tap water consumption of 2 L of tap water per day 
for a 70 kg adult, a relative source contribution (RSC) of 20%, and an 
additional safety factor to account for possible carcinogenicity. EPA 
has traditionally applied an additional safety factor of 1-10 beyond 
the uncertainty factors included in the RfD to the MCLG to account for 
possible carcinogenicity in cases where there is limited evidence of 
carcinogenicity from drinking water, considering weight of evidence, 
pharmacokinetics, potency and exposure (USEPA 1994b, p.38678). EPA is 
proposing this additional safety factor of 10 for TCAA for the 
following reasons: TCAA causes liver tumors in mice but does not do so 
in rats. In addition, although peroxisome proliferation (a mode of 
action of limited relevance to humans) may play a role in the 
development of the mouse tumors, rats also exhibit a peroxisomal 
proliferative response after exposure to TCA, yet do not develop 
tumors. Other data suggest that promotion of initiated cells and/or 
disrupted cell signaling may be involved in the mode of action for the 
mouse tumors. Together these factors argue against quantification of 
the mouse liver tumors using linear extrapolation from the dose-
response curve, but are not sufficient to rule out concern for a 
tumorigenic response. Accordingly, EPA has employed the ten-fold 
additional safety factor in determination of the Lifetime Health 
Advisory for TCAA. EPA requests comment on the use of 10 as the 
additional safety factor for possible carcinogenicity.
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    An RSC factor of 20% is used to account for exposure to TCAA in 
sources other than tap water, such as ambient air and food. Although 
TCAA is nonvolatile and inhalation while showering is not expected to 
be a major contribution to total dose, rain waters contain 0.01-1.0 
[mu]g/L of TCAA (Reimann et al. 1996) and it can be assumed to be 
detected in the atmosphere. Limited data on concentrations of TCAA in 
air (NATICH 1993) indicate inhalation of TCAA in ambient air may 
contribute to overall exposure. Concentrations of TCAA that have been 
measured in a limited selection of foods including vegetables, fruits, 
grain and bread (Reimann et al. 1996) are comparable to that in water. 
About 3 to 33% of TCAA in cooking water have been reported to be taken 
up by the food during cooking in a recent research summary (Raymer et 
al. 2001). In addition, there are uses of chlorine in food production 
and processing, and TCAA may occur in food as a byproduct of 
chlorination (USEPA 1994a). Therefore, ingestion of TCAA in food may 
also contribute to the overall exposure. A recent dermal absorption 
study of DCAA and TCAA from chlorinated water suggested that the dermal 
contribution to the total doses of DCAA and TCAA from routine household 
uses of drinking water is less than 1% (Kim and Weisel, 1998).
    b. Monochloroacetic acid. Subchronic and chronic oral dosing 
studies suggest that the primary targets for MCAA-induced toxicity 
include the heart and nasal epithelium. In a 13-week oral gavage study, 
decreased heart weight was observed at 30 mg/kg/day and cardiac lesions 
progressed in severity with increasing dose. Liver and kidney toxicity 
were only observed at higher doses (NTP 1992). In a two-year study, 
decreased survival and nasal and forestomach hyperplasia were observed 
in mice at 50 mg/kg/day (NTP 1992). A more recent study confirms the 
heart and nasal cavities as target sites for MCAA. DeAngelo et al. 
(1997) noted decreased body weight at 26.1 mg/kg/day and myocardial 
degeneration and inflammation of the nasal cavities in rats exposed to 
doses of 59.9 mg/kg/day for up to 104 weeks.
    No studies were located on the reproductive toxicity of MCAA and 
the potential developmental toxicity of MCAA has not been adequately 
tested. Two developmental toxicity studies were identified. Johnson et 
al. (1998) reported markedly decreased maternal weight gain, but no 
developmental effects, in rats exposed to 193 mg/kg/day MCAA through 
gestation days 1-22, only fetal heart was examined. In contrast, in a 
published abstract, Smith et al. (1990) reported an increase in 
cardiovascular malformations when pregnant rats were exposed to 140 mg/
kg/day; this was also the LOAEL for maternal toxicity, based on marked 
decreases in weight gain. MCAA was noted as a potential developmental 
toxicant in in vitro screening assays using Hydra (Fu et al. 1990; Ji 
et al. 1998).
    MCAA has yielded mixed results in genotoxicity assays (USEPA 1994a; 
Giller et al. 1997), but has not induced a carcinogenic response in 
chronic rodent bioassays (NTP 1992; DeAngelo et al. 1997). In chronic 
oral gavage studies, a LOAEL of 15 mg/kg/day (the lowest dose tested) 
for decreased survival was identified in rats. In mice the NOAEL was 50 
mg/kg/day and the LOAEL was 100 mg/kg/day for nasal and forestomach 
epithelium hyperplasia (NTP 1992). In a more recent chronic study, 
DeAngelo et al. (1997) reported a LOAEL of 3.5 mg/kg/day in rats given 
MCAA in their drinking water, based on increased absolute and relative 
spleen weight. Although spleen weight was decreased at the mid and high 
doses, this might reflect the masking effect of overt toxicity. As 
evidence for this, decreased body weight (£10%), liver, 
kidney, and testes weight changes were reported beginning at the next 
higher dose of 26.1 mg/kg/day. No increased spleen weight was reported 
in the NTP (1992) bioassays, but the lowest dose in rats caused severe 
toxicity, and the lowest dose in mice was more than an order of 
magnitude higher than the LOAEL in the DeAngelo et al. (1997) study.
    According to the 1999 Draft Guidelines for Carcinogen Risk 
Assessment (USEPA 1999a), a compound is appropriately classified as 
``Not Likely to be Carcinogenic to Humans'' when it has ``been 
evaluated in at least two well-conducted studies in two appropriate 
animal species without demonstrating carcinogenic effects.'' MCAA can 
best be described as ``Not Likely to be Carcinogenic to Humans'' under 
the 1999 Draft Guidelines for Carcinogen Risk Assessment.

[[Page 49582]]

    The RfD for MCAA of 0.004 mg/kg/day is based on a LOAEL of 3.5 mg/
kg/day for increased spleen weight in rats (DeAngelo et al. 1997) and 
application of an uncertainty factor of 1000 (composite uncertainty 
factor consisting of two factors of 10 chosen to account for 
extrapolation from an animal study, and inter-individual variability in 
humans; as well as two factors of 3 for extrapolation from a minimal 
effect LOAEL, and insufficiencies in the database, including the lack 
of adequate developmental toxicity studies in two species, and the lack 
of a multi-generation reproductive study). Two developmental toxicity 
studies have been reported (Johnson et al. 1998; Smith et al. 1990), 
but the NOAELs yielded less conservative RfDs. The study by DeAngelo et 
al (1997) is the most appropriate for derivation of the RfD because it 
identifies the lowest LOAEL, and dosing was in drinking water, which is 
more appropriate for human health risk assessment.
    The MCLG is calculated to be 0.03 mg/L using the following 
assumptions: an adult tap water consumption of 2 L of tap water per day 
for a 70 kg adult, and a relative source contribution of 20 %.
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    An RSC factor of 20% is used to account for exposure to MCAA in 
other sources in addition to tap water. Although MCAA is nonvolatile 
and inhalation while showering is not expected to be a major 
contribution to total dose, rain waters contain 0.05-9 [mu]g/L of MCAA 
(Reimann et al. 1996) and it can be assumed to be detected in the 
atmosphere. Presence of MCAA has also been reported in rain waters; 
thus, inhalation of MCAA in ambient air may contribute to overall 
exposure. Concentrations of MCAA that have been measured in a limited 
selection of foods including vegetables, fruits, grain and bread 
(Reimann et al. 1996) are comparable to that in water. About 2.5 to 62% 
of MCAA in cooking water has been reported to be taken up by food 
during cooking in a recent research summary (Raymer et al. 2001). In 
addition, there are uses of chlorine in food production and processing, 
and MCAA may occur in food as a byproduct of chlorination (USEPA 
1994a). Therefore, ingestion of MCAA in food may also contribute to the 
overall exposure. Assuming dermal absorption rate of MCAA is similar to 
DCAA, dermal contribution to the total doses of MCAA from routine 
household uses of drinking water should be minor (see V.B.2.a.).
3. Request for Comment
    EPA requests comment on the new MCLGs for TCAA (0.02 mg/L) and MCAA 
(0.03 mg/L) and all the factors incorporated in the derivation of the 
MCLGs, including the RfDs and RSCs. EPA also solicits health effect 
information on DBAA and monobromoacetic acid (MBAA), for which MCLGs 
have not yet been established.

C. Consecutive Systems

    Today's proposal includes provisions for consecutive systems, which 
are public water systems that purchase or otherwise receive finished 
water from another water system (a wholesale system). As described in 
this section, consecutive systems face particular challenges in 
providing water that meets regulatory standards for DBPs and other 
contaminants whose concentration can increase in the distribution 
system. Moreover, current regulation of DBP levels in consecutive 
systems varies widely among States. In consideration of these factors, 
EPA is proposing monitoring, compliance schedule, and other 
requirements specifically for consecutive systems. These requirements 
are intended to facilitate compliance by consecutive systems with MCLs 
for TTHM and HAA5 under the Stage 2 DBPR. Further, this approach will 
help to ensure that consumers in consecutive systems receive equivalent 
public health protection. This section begins with a summary of how EPA 
proposes to regulate consecutive systems under the Stage 2 DBPR. The 
intent of this section is to provide an overview of all consecutive 
system requirements in today's proposal. Detailed explanations of these 
requirements are provided in later sections of this preamble. The 
overview of consecutive system requirements is followed by an 
explanation of why EPA has taken this approach to consecutive systems 
in today's proposal, including recommendations from the Stage 2 M-DBP 
Federal Advisory Committee.
1. What Is EPA Proposing Today?
    As public water systems, consecutive systems must provide water 
that meets the MCLs for TTHM and HAA5 under the proposed Stage 2 DBPR, 
and must carry out associated monitoring, reporting, recordkeeping, 
public notification, and other requirements. The following discussion 
summarizes how the Stage 2 DBPR requirements apply to consecutive 
systems, beginning with a series of definitions. Later sections of this 
preamble provide further details as noted.
    a. Definitions. To address consecutive systems in the Stage 2 DBPR, 
the Agency must define them, along with a number of related terms.
    EPA is proposing to define a consecutive system in the Stage 2 DBPR 
as a public water system that buys or otherwise receives some or all of 
its finished water from one or more wholesale systems for at least 60 
days per year. In addition to buying finished water, some consecutive 
systems also operate a treatment plant (meaning a plant that treats 
source water to produce finished water). As described in section V.I., 
monitoring requirements under the Stage 2 DBPR proposal differ 
depending on whether a consecutive system buys all of its finished 
water year-round or, alternatively, produces some of its finished water 
through treating source water.
    EPA proposes to define finished water as water that has been 
introduced into the distribution system of a public water system and is 
intended for distribution without further treatment, except that 
necessary to maintain water quality (such as booster disinfection). 
With this definition, water entering the distribution system is 
finished water even if a system subsequently applies additional 
treatment like booster disinfection to maintain a disinfectant residual 
throughout the distribution system.
    In today's proposal, EPA defines a wholesale system as a public 
water system that treats source water and then sells or otherwise 
delivers finished water to another public water system for at least 60 
days per year. Delivery may be through a direct connection or through 
the distribution system of another consecutive system. Under this 
definition, a consecutive system that passes water from a wholesaler to 
another consecutive system, and that does not also treat source water, 
is not

[[Page 49583]]

a wholesale system. Rather, the system that actually produces the 
finished water is responsible for wholesale system requirements under 
the proposed Stage 2 DBPR.
    A consecutive system entry point is defined as a location at which 
finished water is delivered at least 60 days per year from a wholesale 
system to a consecutive system. Section V.I. presents the relationship 
between consecutive system entry points and proposed Stage 2 DBPR 
monitoring requirements. The combined distribution system is the 
interconnected distribution system consisting of the distribution 
systems of wholesale systems and of the consecutive systems that 
receive finished water from those wholesale system(s).
    b. Monitoring. For consecutive systems that both purchase finished 
water and treat source water to produce finished water for at least 
part of the year, EPA is proposing monitoring requirements under a 
treatment plant-based approach, described in section V.I. This is the 
approach proposed for non-consecutive systems under the Stage 2 DBPR as 
well. Under this approach, the sampling requirements for consecutive 
systems will be influenced by both the number of treatment plants 
operated by the system and the number of consecutive system entry 
points, as well as population served and source water type.
    For consecutive systems that purchase all of their finished water 
year-round, EPA is proposing monitoring requirements under a 
population-based approach, also described in section V.I. Under the 
population-based approach, the population of the consecutive system 
will determine the sampling requirements. EPA believes this approach is 
more appropriate than plant-based monitoring because these consecutive 
systems do not have treatment plants. As noted in section V.I., EPA is 
requesting comment on extending population-based monitoring to all 
systems, including non-consecutive systems. EPA has prepared draft 
guidance for implementing the IDSE monitoring requirements (described 
in section V.H.) using the population-based approach (USEPA 2003j).
    EPA is also proposing that States have the opportunity to specify 
alternative monitoring requirements for multiple consecutive systems in 
a combined distribution system. This option allows States to consider 
complex consecutive system configurations for which alternative 
monitoring strategies might be more appropriate. As a minimum under 
such an approach, each consecutive system must collect at least one 
sample among the total number of samples required for the combined 
distribution system and will base compliance on samples collected 
within its distribution system. The consecutive system is responsible 
for ensuring that required monitoring is completed and the system is in 
compliance. The consecutive system may conduct the monitoring itself or 
arrange for the monitoring to be done by the wholesale system or 
another outside party. Whatever approach it chooses, the consecutive 
system must document its monitoring strategy as part of its DBP 
monitoring plan.
    Finally, EPA is proposing that consecutive systems not conducting 
disinfectant residual monitoring comply with the monitoring 
requirements and MRDLs for chlorine and chloramines.
    c. Compliance schedules. EPA is proposing that consecutive systems 
of any size comply with the requirements of the Stage 2 DBPR on the 
same schedule as required for the largest system in the combined 
distribution system. This includes the schedule for carrying out the 
IDSE, described in section V.H, and for meeting the Stage 2B MCLs for 
TTHM and HAA5, described in section V.D. As discussed later in this 
section, EPA is proposing simultaneous compliance schedules under the 
Stage 2 DBPR for all systems (both wholesalers and consecutive systems) 
in a combined distribution system because this may allow for more cost-
effective compliance with TTHM and HAA5 MCLs. This is also consistent 
with the recommendations of the Stage 2 M-DBP Advisory Committee. See 
section V.J for details of compliance schedule requirements.
    d. Treatment. While consecutive systems often do not need to treat 
finished water received from a wholesale system, they may need to 
implement procedures to control the formation of DBPs in the 
distribution system. For consecutive systems, EPA is proposing that the 
BAT for meeting TTHM and HAA5 MCLs is chloramination with management of 
hydraulic flow and storage to minimize residence time in the 
distribution system. This BAT stems from the recognition that treatment 
to remove already-formed DBPs or minimize further formation is 
different from treatment to prevent or reduce their formation. See 
section V.F for additional information on BATs and their role in 
compliance with MCLs.
    e. Violations. Under this proposal, monitoring and MCL violations 
are assigned to the PWS where the violation occurred. Several examples 
are as follows:

--If a consecutive system has hired its wholesale system under contract 
to monitor in the consecutive system and the wholesale system fails to 
monitor, the consecutive system is in violation because it has the 
legal responsibility for monitoring under State/EPA regulations.
--If monitoring results in a consecutive system indicate an MCL 
violation, the consecutive systems is in violation because it has the 
legal responsibility for complying with the MCL under State/EPA 
regulations. The consecutive system may set up a contract with its 
wholesale system that details water quality delivery specifications.
--If a wholesale system has a violation and provides that water to a 
consecutive system, the wholesale system is in violation. Whether the 
consecutive system is in violation will depend on the situation. The 
consecutive system will also be in violation unless it conducted 
monitoring that showed that the violation was not present in the 
consecutive system.
    f. Public notice and consumer confidence reports. The 
responsibilities for public notification and consumer confidence 
reports rest with the individual system. Under the Public Notice Rule 
and Consumer Confidence Report Rule, the wholesale system is 
responsible for notifying the consecutive system of analytical results 
and violations related to monitoring conducted by the wholesale system. 
Consecutive systems are required to conduct appropriate public 
notification after a violation (whether in the wholesale system or the 
consecutive system). In their consumer confidence report, consecutive 
systems must include results of the testing conducted by the wholesale 
system unless the consecutive system conducted equivalent testing that 
indicated the consecutive system was in compliance, in which case the 
consecutive system reports its own compliance monitoring results.
    g. Recordkeeping and reporting. Consecutive systems are required to 
keep all records required of PWSs regulated under this rule. They are 
also required to report to the State monitoring results, violations, 
and other actions, and are required to consult with the State after a 
significant excursion.
    h. State special primacy conditions. EPA is aware that due to the 
complicated wholesale system-consecutive system relationships that

[[Page 49584]]

exist nationally, there will be cases where the standard monitoring 
framework proposed today will be difficult to implement. Therefore, the 
Agency is proposing to allow States to develop, as a special primacy 
condition, a program under which the State can modify monitoring 
requirements for consecutive systems. These modifications must not 
undermine public health protection and all systems, including 
consecutive systems, must comply with the TTHM and HAA5 MCLs based on 
the LRAA. However, such a program would allow the State to establish 
monitoring requirements that account for complicated distribution 
system relationships, such as where neighboring systems buy from and 
sell to each other regularly throughout the year, water passes through 
multiple consecutive systems before it reaches a user, or a large group 
of interconnected systems have a complicated combined distribution 
system. EPA intends to develop a guidance manual to address development 
of a State program and other consecutive system issues.
2. How Was This Proposal Developed?
    The practice of public water systems buying and selling water to 
each other has been commonplace for many years. Reasons include saving 
money on pumping, treatment, equipment, and personnel; assuring an 
adequate supply during peak demand periods; acquiring emergency 
supplies; selling surplus supplies; delivering a better product to 
consumers; and meeting Federal and State water quality standards. EPA 
estimates that there are at least 8500 consecutive systems nationally, 
based on the definitions being proposed today.
    Consecutive systems face particular challenges in providing water 
that meets regulatory standards for contaminants that can increase in 
the distribution system. Examples of such contaminants include 
coliforms, which can grow if favorable conditions exist, and some DBPs, 
including THMs and HAAs, which can increase when a disinfectant and DBP 
precursors continue to react in the distribution system.
    EPA is proposing requirements specifically for consecutive systems 
because States have taken widely varying approaches to regulating DBPs 
in consecutive systems. For example, some States do not regulate DBP 
levels in consecutive systems that deliver disinfected water but do not 
add a disinfectant. Other States determine compliance with DBP 
standards based on the combined distribution system that includes both 
the wholesaler and consecutive systems. In this case, sites in 
consecutive systems are treated as monitoring sites within the combined 
distribution system. Once fully implemented, this proposed rule will 
ensure similar protection for consumers in consecutive systems.
    EPA is proposing that consecutive systems and wholesale systems be 
on the same compliance schedule because generally the most cost-
effective way to achieve compliance with TTHM and HAA5 MCLs is to treat 
at the source, typically through precursor removal or alternative 
disinfectants. For a wholesale system to make the best decisions 
concerning the treatment steps necessary to meet TTHM and HAA5 LRAAs 
under the Stage 2 DBPR, both in its own distribution system and in the 
distribution systems of consecutive systems it serves, the wholesale 
system must know the DBP levels throughout the combined distribution 
system. Without this information, the wholesale system may design 
treatment changes that allow the wholesale system to achieve 
compliance, but leave the consecutive system out of compliance. EPA 
also recognizes that there may be cases where a consecutive system 
needs to add treatment even after a wholesale system has optimized its 
own treatment train.
    In consideration of these issues, the Stage 2 M-DBP Advisory 
Committee recognized two principles related to consecutive systems: (1) 
Consumers in consecutive systems should be just as well protected as 
customers of all systems, and (2) monitoring provisions should be 
tailored to meet the first principle. Accordingly, the Advisory 
Committee recommended that all wholesale and consecutive systems comply 
with provisions of the Stage 2 DBPR on the same schedule required of 
the wholesale or consecutive system serving the largest population in 
the combined distribution system. In addition, the Advisory Committee 
recommended that EPA solicit comments on issues related to consecutive 
systems that the Advisory Committee had not fully explored (USEPA 
2000g). EPA agrees with these recommendations and they are reflected in 
today's proposal.
3. Request for Comment
    EPA requests comment on all consecutive system issues related to 
this rule. Specifically, EPA requests comment on the following:

--Whether the proposed definitions adequately address various wholesale 
system-consecutive system relationships and issues.
--Whether any additional terms need to be defined and, if so, what the 
definition should be.
--Whether the criteria for States' use of the special primacy criteria 
and other State responsibilities are appropriate and adequate.
--Whether it is necessary to require that consecutive system treatment 
be installed on the same compliance schedule as the wholesale system in 
cases where the size of the consecutive system might otherwise allow it 
a longer compliance time frame and the consecutive system treatment 
does not affect water quality in any other system.

D. MCLs for TTHM and HAA5

1. What Is EPA Proposing Today?
    Today, EPA is proposing use of locational running annual averages 
(LRAAs) to determine compliance with the MCLs for TTHM and HAA5. 
Consistent with the Stage 2 M-DBP Advisory Committee recommendation, 
EPA is proposing a phased approach for LRAA implementation to allow 
systems to identify compliance monitoring locations for Stage 2B while 
facilitating transition to the new compliance strategy and maintaining 
simultaneous compliance schedules for the Stage 2 DBPR and the 
LT2ESWTR.
    In Stage 2A, all systems must comply with MCLs of 0.120 mg/L for 
TTHM and 0.100 mg/L for HAA5 as LRAAs using Stage 1 DBPR compliance 
monitoring sites. In addition, during this time period, all systems 
must continue to comply with the Stage 1 DBPR MCLs of 0.080 mg/L TTHM 
and 0.060 mg/L HAA5 as RAAs.
    In Stage 2B, all systems, including consecutive systems, must 
comply with MCLs of 0.080 mg/L TTHM and 0.060 mg/L HAA5 as LRAAs using 
sampling sites identified under the Initial Distribution System 
Evaluation (IDSE) (discussed in section V.H.).
    Details of proposed monitoring requirements and compliance 
schedules are discussed in preamble sections V.I. and V.J., 
respectively, and may be found in Sec.  141.136 and subpart V of 
today's rule.
2. How Was This Proposal Developed?
    a. Definition of an LRAA. The primary objective of the LRAA is to 
reduce exposure to high DBP levels. For an LRAA, an annual average must 
be computed at each monitoring site. The RAA compliance basis of the 
1979 TTHM rule and the Stage 1 DBPR allows a system-wide annual average 
under which high DBP concentrations in one or more locations are 
averaged with, and

[[Page 49585]]

dampened by, lower concentrations elsewhere in the distribution system. 
Figure V-1 illustrates the difference in calculating compliance with 
the MCLs for TTHM between a Stage 1 DBPR RAA, and the proposed Stage 2 
DBPR LRAA.
BILLING CODE 6560-50-P
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BILLING CODE 6560-50-P
[[Page 49586]]

    b. Consideration of regulatory alternatives. This section will 
discuss EPA's and the Stage 2 M-DBP Advisory Committee's decision-
making process as an array of alternative MCL strategies were 
considered. EPA believes that the MCL alternative proposed today (MCLs 
of 0.080 mg/L TTHM, 0.060 mg/L HAA5 as LRAAs) is supported by the best 
available research, data, and analysis. The science related to cancer 
and reproductive and developmental health effects that may be 
associated with DBPs, in conjunction with occurrence data that show 
that a significant number of high DBP levels occur under current 
regulatory scenarios, justify a change in regulation. EPA believes that 
this proposal achieves an appropriate balance between the available 
science and the uncertainties. EPA believes that regulatory action is 
necessary and prudent in the interest of further public health 
protection and that the LRAA alternative in combination with the IDSE 
is a balanced and reasonable approach. Although it will not remove all 
DBP peaks (individual samples with values greater than the MCL), this 
proposed regulation will ensure that DBP exposures across a system's 
distribution system are further reduced, are more equitable, and may 
reduce cancer and reproductive and developmental risk.
    The Advisory Committee discussions primarily focused on the 
relative magnitude of exposure reduction versus the expected impact on 
the water industry and its customers. Initially, this analysis compared 
expected reductions in DBP levels and predictions of treatment 
technology changes associated with a wide variety of Stage 2 DBPR MCL 
alternatives.
    After initial discussions, EPA and the Advisory Committee primarily 
focused on four types of alternative rule scenarios.

Preferred Alternative.--MCLs of 0.080 mg/L TTHM and 0.060 mg/L HAA5 as 
LRAAs. Bromate MCL of 0.010 mg/L.
Alternative 1.--MCLs of 0.080 mg/L TTHM and 0.060 mg/L HAA5 as LRAAs. 
Bromate MCL of 0.005 mg/L.
Alternative 2.--MCLs of 0.080 mg/L TTHM and 0.060 mg/L HAA5 as 
individual sample maximums (i.e., no single sample could exceed the 
MCL). Bromate MCL of 0.010 mg/L.
Alternative 3.--MCLs of 0.040 mg/L TTHM and 0.030 mg/L HAA5 as RAAs. 
Bromate MCL of 0.010 mg/L.

    EPA and the Advisory Committee, with assistance from the Technical 
Workgroup, conducted an in-depth analysis of these regulatory 
alternatives. In the process of evaluating alternatives, EPA and the 
Advisory Committee reviewed vast quantities of data and many analyses 
that addressed health effects, DBP occurrence, predicted reductions in 
DBP levels, predicted technology changes, and capital, annual, and 
household costs. Details of the compliance, occurrence, and cost 
forecasts for the four alternative rule scenarios are described in the 
Stage 2 DBPR Economic Analysis (EA) (USEPA 2003i) and the Stage 2 DBPR 
Occurrence Document (USEPA 2003o).
    In the end, the Advisory Committee recommended the Preferred 
Alternative in combination with the IDSE which they believed would 
reduce exposure to high levels of DBPs. Today, EPA is proposing the 
Preferred Alternative in combination with the IDSE.
    The only difference between the Preferred Alternative and 
Alternative 1 is the bromate MCL. The Advisory Committee's 
recommendation to maintain the Stage 1 DBPR bromate MCL of 0.010 mg/L 
is discussed in section V.G. of today's proposal.
    Alternatives 2 and 3 are significantly more stringent than the 
Stage 1 DBPR with respect to the TTHM and HAA5 requirements. 
Alternative 2 would require that all samples be below the MCL. Because 
DBP occurrence is variable across the distribution system and over time 
(as discussed in section IV), systems would have to base their 
disinfectant and treatment strategies on controlling their highest DBP 
occurrence levels. Alternative 3 maintains the Stage 1 DBPR RAA 
compliance calculation, but reduces the Stage 1 DBPR MCLs by 50 
percent. Both alternatives 2 and 3 would cause significant changes in 
treatment for a large number of systems. The estimated costs for 
Alternatives 2 and 3 are approximately an order of magnitude above the 
costs for the Preferred Alternative (see section VII.B.).
    Consistent with this greater stringency of alternatives 2 and 3, 
the predicted DBP reductions and the resulting health benefits for them 
are greater than those predicted for the Preferred Alternative. 
Although all members of the Advisory Committee believed that the 
science showing reproductive and developmental health effects that have 
been associated with DBPs was sufficient to cause concern and warrant 
regulatory action, the Advisory Committee did not believe that the 
association was certain enough to justify the substantial change in 
treatment technologies that would be required to meet these 
alternatives. Thus, the Advisory Committee rejected Alternatives 2 and 
3.
    c. Basis for the LRAA. This section discusses the data and 
information EPA used to determine that the LRAA is an appropriate 
compliance strategy for today's proposed rule. EPA has chosen 
compliance based on an LRAA due to concerns about levels of DBPs above 
the MCL in some portions of the distribution system. The LRAA standard 
will eliminate system-wide averaging. The individuals served in areas 
of the distribution system with above average DBP occurrence levels 
masked by averaging under an RAA are not receiving the same level of 
health protection. Although an LRAA standard still allows averaging at 
a single location over an annual period, EPA believes that changing the 
basis of compliance from an RAA to an LRAA will result in decreased 
exposure to above average DBP levels (see section VII.A. for 
predictions of DBP reductions under the LRAA MCLs). This conclusion is 
based on three considerations:
    (1) There is considerable evidence that under the current RAA MCL 
compliance monitoring requirements a small but significant proportion 
of monitoring locations experience high DBP levels. As summarized in 
section IV of this preamble, 14 and 21% of Information Collection Rule 
systems currently meeting the Stage 1 DBPR RAA MCLs had TTHM and HAA5 
single sample concentrations greater than the Stage 1 MCLs and ranged 
up to 140 [mu]g/L and 130 [mu]g/L respectively (Figures IV-1 and IV-2), 
though most of these exceedences were below 100 [mu]g/L.
    (2) In some situations, the populations served by certain portions 
of the distribution system consistently receive water that exceeds the 
MCL even though the system is in compliance. As discussed in section IV 
of this preamble, some Information Collection Rule systems meeting the 
Stage 1 DBPR RAA MCLs had monitoring locations that exceeded 0.080 mg/L 
TTHM and/or 0.060 mg/L HAA5 as an annual average (i.e., as LRAAs) by up 
to 25% (Figures IV-3 and IV-4). Five percent of plants that achieved 
compliance with the Stage 1 TTHM MCL of 0.080 mg/L based on an RAA had 
a particular sampling location that exceeded 0.080 mg/L as an LRAA 
(Figure IV-3). Figure IV-4 shows similar results based on Information 
Collection Rule HAA5 data. Three percent of plants that met the Stage 1 
HAA5 MCL of 0.060 mg/L as an RAA had a sampling location that exceeded 
0.060 mg/L as an LRAA. Customers served at these locations consistently 
received water with TTHM and/or HAA5 concentrations higher than the 
system-wide MCL.

[[Page 49587]]

    (3) Compliance based on an LRAA will remove the opportunity for 
systems to average out samples from high and low quality water sources. 
Some systems are able to comply with an RAA MCL even if they have a 
plant with a poor quality water source (that thus produces high 
concentrations of DBPs) because they have another plant that has a 
better quality water source (and thus lower concentrations of DBPs). 
Individuals served by the plant with the poor quality source will 
usually have higher DBP exposure than individuals served by the other 
plant.
    d. Basis for phasing LRAA compliance. EPA believes that a phased 
approach for LRAA implementation will facilitate transition to the new 
compliance requirements. Stage 2A of this proposed rule does not 
require systems to conduct any additional monitoring. They will 
continue to monitor at Stage 1 DBPR locations. Because the LRAA 
calculation is the same as the RAA calculation if there is only one 
site, Stage 2A compliance only applies to systems that monitor at more 
than one site and will only affect medium and large surface water 
systems (serving at least 10,000 people) or systems with multiple 
plants. Thus, the majority of ground water systems, small surface water 
systems, and some consecutive systems are not affected by the proposed 
Stage 2A requirements.
    e. TTHM and HAA5 as Indicators. In part, both the TTHM and HAA5 
classes are regulated because they occur at high levels and represent 
chlorination byproducts that are produced from source waters with a 
wide range of water quality. The combination of TTHM and HAA5 represent 
a wide variety of compounds resulting from bromine substitution and 
chlorine substitution reactions (i.e., bromoform has 3 bromines, TCAA 
has 3 chlorines, BDCM has one bromine and two chlorines, etc). EPA 
believes that the TTHM and HAA5 classes serve as an indicator for 
unidentified and unregulated DBPs. EPA believes that controlling the 
occurrence levels of TTHM and HAA5 will control the levels of all 
chlorination DBPs to some extent.
3. Request for Comment
    EPA requests comment on the alternative MCL strategies that were 
considered by the Advisory Committee and the determination to propose 
the Preferred Alternative in combination with the IDSE as the preferred 
regulatory strategy. EPA also requests comment on whether the proposed 
approach will reduce peak DBP levels.
    EPA requests comment on the phased MCL strategy and whether or not 
it will facilitate compliance with the LRAA. EPA also requests comment 
on the Stage 2A MCLs of 0.120 mg/L TTHM and 0.100 mg/L HAA5 as LRAAs 
and on the long-term MCLs of 0.080 mg/L TTHM and 0.060 mg/L HAA5 as 
LRAAs.

E. Requirements for Peak TTHM and HAA5 Levels

1. What Is EPA Proposing Today?
    Today, EPA is proposing that, concurrent with Stage 2B, systems 
must specifically document occurrences of peak DBP levels, termed 
significant excursions. In support of this provision, EPA is proposing 
that States, as a special primacy condition, develop criteria for 
determining whether a system has a significant excursion. EPA has 
developed draft guidance for systems and States on how systems may 
determine whether they have significant excursions. EPA is also 
proposing that a system that has a significant excursion must: (1) 
Evaluate distribution system operational practices to identify 
opportunities to reduce DBP levels (such as tank management to reduce 
residence time and flushing programs to reduce disinfectant demand), 
(2) prepare a written report of the evaluation, and (3) no later than 
the next sanitary survey, review the evaluation with their State. This 
review will take place under the sanitary survey components calling for 
the State to review monitoring, reporting, and data verification and 
system management and operation.
2. How Was This Proposal Developed?
    Because individual measurements from a location are averaged over a 
four-quarter period to determine compliance, there may be occurrence 
levels that exceed the MCL even when a system is in compliance with an 
LRAA MCL. EPA and the Advisory Committee were concerned about these 
exposures to peak levels of DBPs and the possible risk they might pose. 
This concern was clearly reflected in the Agreement in Principle, which 
states,
    ``Recognizing that significant excursions of DBP levels will 
sometimes occur, even when systems are in full compliance with the 
enforceable MCL, public water systems that have significant excursions 
during peak periods are to refer to EPA guidance on how to conduct peak 
excursion evaluations, and how to reduce such peaks. Such excursions 
will be reviewed as part of the sanitary survey process. EPA guidance 
on DBP level excursions will be issued prior to promulgation of the 
final rule and will be developed in consultation with stakeholders.''
    In evaluating this recommendation, EPA believes that the Advisory 
Committee's intent was clear with regard to the need for guidance on 
how to evaluate and reduce significant excursions. However, the 
Agreement is less clear on how, and where, to define what constitutes a 
significant excursion, and how to define the scope of the evaluation. 
EPA draft guidance recommends several approaches for determining 
whether significant excursions have occurred. While today's proposal 
requires an evaluation only of distribution system operational 
practices, EPA believes that many systems would benefit from a broader 
evaluation that includes treatment plant and other system operations.
    EPA recognizes that different stakeholders have different points of 
view on whether specific criteria that initiate the evaluation of 
significant excursions should be included in the rule or in guidance. 
EPA also recognizes that different stakeholders may have different 
perspectives on how to identify a significant excursion. For this 
proposal, EPA has prepared draft guidance for systems and States on how 
to (1) determine whether a significant excursion has occurred, using 
several different options, (2) conduct significant excursion 
evaluations, and (3) reduce significant excursion occurrence.
3. Request for Comment
    EPA requests comment on the proposed approach for addressing 
significant excursions and on the draft guidance. Is a special primacy 
condition the appropriate means for allowing flexibility in identifying 
significant excursions while ensuring that such evaluations occur? Is 
the sanitary survey the appropriate mechanism for reviewing significant 
excursion data with the State? Should a system be required to take 
corrective action when significant excursions occur? Should the 
required scope of the evaluation be expanded beyond distribution system 
operations?
    EPA also requests comment on whether specific criteria that 
initiate the evaluation of significant excursions should be included in 
the rule or in guidance. EPA requests comment on how to identify 
significant excursions (regardless of whether the criteria are in the 
rule or in guidance). For example, should the significant excursion be 
based on an individual measurement, e.g., any measurement being 25 or 
50% over either the TTHM or HAA5 MCLs? Alternatively, should the 
determination of a significant excursion be based on a certain level of 
variability among multiple measurements? For example,

[[Page 49588]]

should the significant excursion be based on the standard deviation of 
the LRAA exceeding specific numerical values for either TTHM (e.g., 
0.020 mg/l) or HAA5 (e.g., 0.015 mg/L)? Or should the excursion be 
based on a relative measure of variability (e.g., a relative standard 
deviation exceeding 25% or 50%) with the condition of a threshold 
average concentration also being exceeded (e.g., an LRAA needing to be 
at least 0.040 mg/l for TTHM or 0.030 mg/l for HAA5)? EPA requests 
comment on the above approaches or alternative approaches for 
determining whether a significant excursion has occurred. EPA also 
requests comment on whether different approaches may be appropriate for 
large and small systems.

F. BAT for TTHM and HAA5

1. What Is EPA Proposing Today?
    Today, EPA is proposing that the best available technology (BAT) 
for the TTHM and HAA5 LRAA MCLs (0.080 mg/L and 0.060 mg/L 
respectively) be one of the three following technologies:
    (1) GAC adsorbers with at least 10 minutes of empty bed contact 
time and an annual average reactivation/replacement frequency no 
greater than 120 days, plus enhanced coagulation or enhanced softening.
    (2) GAC adsorbers with at least 20 minutes of empty bed contact 
time and an annual average reactivation/replacement frequency no 
greater than 240 days.
    (3) Nanofiltration (NF) using a membrane with a molecular weight 
cut off of 1000 Daltons or less (or demonstrated to reject at least 80% 
of the influent TOC concentration under typical operating conditions).
    EPA is proposing a different BAT for consecutive systems than for 
wholesale systems to meet the TTHM and HAA5 LRAA MCLs. The proposed 
consecutive system BAT is chloramination with management of hydraulic 
flow and storage to minimize residence time in the distribution system.
2. How Was This Proposal Developed?
    a. Basis for the BAT. The Safe Drinking Water Act directs EPA to 
specify BAT for use in achieving compliance with the MCL. Systems 
unable to meet the MCL after application of BAT can get a variance (see 
section V.L. for a discussion of variances). Systems are not required 
to use BAT in order to comply with the MCL. They can use other 
technologies as long as they meet all drinking water standards and are 
approved by the State.
    EPA examined BAT using two different methods: (1) EPA analyzed data 
from the Information Collection Rule treatment studies and (2) EPA used 
the Surface Water Analytical Tool (SWAT), a model developed to compare 
alternative regulatory strategies. Both analyses support the BAT 
options proposed today. The results of each analyses are presented in 
the following two sections.
    i. BAT analysis using the Information Collection Rule treatment 
studies. EPA analyzed data from the Information Collection Rule 
treatment studies (Information Collection Rule Treatment Study Database 
CD-ROM, Version 1.0, USEPA 2000m; Hooper and Allgeier 2002). The 
treatment studies were designed to evaluate the technical feasibility 
of using GAC and NF to remove DBP precursors prior to the addition of 
chlorine-based disinfectants. Systems were required to conduct an 
Information Collection Rule treatment study based on TOC levels in the 
source or finished water. Specifically, surface water plants with 
annual average source water TOC concentrations greater than 4 mg/L and 
ground water plants with annual average finished water TOC 
concentrations greater than 2 mg/L were required to conduct treatment 
studies. Thus, the plants required to conduct treatment studies 
generally had waters with organic DBP precursor levels that were 
significantly higher than the Information Collection Rule national 
plant medians of 2.7 mg/L for source water at surface water plants and 
0.2 mg/L for finished water at ground water plants (USEPA 2003o).
    Plants that conducted GAC studies typically evaluated performance 
at two empty bed contact times, 10 and 20 minutes, over a wide range of 
operational run times to evaluate the variable nature of TOC removal by 
GAC. This allowed GAC performance to be assessed with respect to empty 
bed contact time as well as reactivation/replacement frequency. Plants 
that conducted membrane treatment studies evaluated one or two 
nanofiltration membranes with molecular weight cutoffs less than 1000 
Daltons. Regardless of the technology evaluated, all treatment studies 
evaluated DBP formation in the effluent from the advanced process under 
simulated distribution system conditions representative of the average 
residence time and using free chlorine as the primary and residual 
disinfectant. (For more information on the Information Collection Rule 
treatment study requirements and testing protocols, see USEPA 1996 a 
and b.)
    Based on the treatment study results, GAC is effective for 
controlling DBP formation for waters with influent TOC concentrations 
below approximately 6 mg/L (based on the Information Collection Rule 
and NRWA data, over 90 percent of plants have average influent TOC 
levels below 6 mg/L (USEPA 2003o)). Of the plants that conducted an 
Information Collection Rule GAC treatment study, approximately 70% of 
the surface water plants studies could meet the 0.080 mg/L TTHM and 
0.060 mg/L HAA5 MCLs, with a 20% safety factor (i.e., 0.064 mg/L and 
0.048 mg/L, respectively) using GAC with 10 minutes of empty bed 
contact time and a 120 day reactivation frequency, and 78% of the 
plants could meet the MCLs with a 20% safety factor using GAC with 20 
minutes of empty bed contact time and a 240 day reactivation frequency. 
As discussed previously, the treatment studies were conducted at plants 
with poorer water quality than the national average. Therefore, EPA 
believes that much higher percentages of plants nationwide could meet 
the MCLs with the proposed GAC BATs.
    Among plants using GAC, larger systems would likely realize an 
economic benefit from on-site reactivation, which could allow them to 
use smaller, 10-minute empty bed contact time contactors with more 
frequent reactivation (i.e., 120 days or less). Most small systems 
would not find it economically advantageous to install on-site carbon 
reactivation facilities, and thus would opt for larger, 20-minute empty 
bed contact time contactors, with less frequent carbon replacement 
(i.e., 240 days or less).
    The proposed reactivation/replacement interval for the 20 minute 
contactor (i.e., 240 days) is double the reactivation/replacement 
interval for 10 minute contactor (i.e., 120 days). This is based on the 
assumption of a linear relationship between empty bed contact time and 
the reactivation interval (e.g., a doubling of the empty bed contact 
time will result in a doubling of the reactivation interval). The data 
from the Information Collection Rule treatment studies indicates that 
this linear relationship may not always hold and that doubling the 
empty bed contact time generally results in more than a doubling of the 
reactivation interval. While there may be some operational advantage in 
using larger empty bed contact times, the larger contactors will result 
in additional capital expenditures. Furthermore, the economic 
optimization of a GAC process must also consider the number of smaller 
contactors in parallel, since it may be advantageous to operate a 
larger number of smaller contactors in parallel, allowing each 
individual contactor to be

[[Page 49589]]

operated for a longer period of time. Based on these considerations, 
and the analysis of subject matter experts, it was concluded that the 
proposed combination of GAC empty bed contact times and reactivation/
replacement intervals were reasonable for BAT.
    The Information Collection Rule treatment study results also 
demonstrated that nanofiltration was the better DBP control technology 
for ground water sources with high TOC concentrations (i.e., above 
approximately 6 mg/L). The results of the membrane treatment studies 
showed that all ground water plants could meet the 0.080 mg/L TTHM and 
0.060 mg/L HAA5 MCLs, with a 20% safety factor (i.e., 0.064 mg/L and 
0.048 mg/L, respectively) at the average distribution system residence 
time using nanofiltration. Nanofiltration would be less expensive than 
GAC for high TOC ground waters, which generally require minimal 
pretreatment prior to the membrane process. Also, nanofiltration is an 
accepted technology for treatment of high TOC ground waters in Florida 
and parts of the Southwest, areas of the country with elevated TOC 
levels in ground waters.
    ii. BAT analysis using the SWAT. The second method that EPA used to 
examine alternatives for BAT was the SWAT model that was developed to 
compare alternative regulatory strategies. EPA modeled the following 
BAT options: enhanced coagulation/softening with chlorine (the Stage 1 
DBPR BAT); enhanced coagulation/softening with chlorine and no 
predisinfection; enhanced coagulation and GAC10; enhanced coagulation 
and GAC20; and enhanced coagulation and chloramines. Enhanced 
coagulation/softening is required under the Stage 1 DBPR at subpart H 
conventional filtration plants. In the model, GAC10 was defined as 
granular activated carbon with an empty bed contact time of 10 minutes 
and a reactivation or replacement interval of 90 days or longer. GAC20 
was defined as granular activated carbon with an empty bed contact time 
of 20 minutes and a reactivation or replacement interval of 90 days or 
longer. EPA assumed that systems would be operating to achieve both the 
Stage 2B MCLs of 0.080 mg/L TTHM and 0.060 mg/L HAA5 as an LRAA and the 
SWTR removal and inactivation requirements of 3-log for Giardia and 4-
log for viruses. EPA also evaluated the BAT options under the 
assumption that plants operate to achieve DBP levels 20% below the MCL 
(safety factor). These assumptions along with other inputs for the SWAT 
runs are consistent with those used in the Economic Analysis of today's 
proposed rule (USEPA 2003i).
    The compliance percentages forecasted by the SWAT model are 
indicated in Table V-1. EPA estimates that more than 97% of large 
systems will be able to achieve the Stage 2B MCLs regardless of post-
disinfection choice if they were to apply one of the proposed GAC BATs, 
i.e., enhanced coagulation (EC) and GAC10 (Seidel Memo, 2001). As shown 
in the Stage 2 DBPR Occurrence document (USEPA 2003o), the source water 
quality (e.g., DBP precursor levels) in medium and small systems is 
expected to be comparable to or better than that for the large systems. 
Based on the large system estimate, EPA believes it is conservative to 
assume that at least 90% of medium and small systems will be able to 
achieve the Stage 2B MCLs if they were to apply one of the proposed GAC 
BATs. EPA assumes that small systems may adopt GAC20 in a replacement 
mode (with replacement every 240 days) over GAC10 because it may not be 
economically feasible for some small systems to install and operate an 
on-site GAC reactivation facility. Moreover, some small systems may 
find nanofiltration cheaper than the GAC20 in a replacement mode if 
their specific geographic locations cause a relatively high cost for 
routine GAC shipment.

  Table V-1.--SWAT Model Predictions of Percent of Large Plants in Compliance With TTHM and HAA5 Stage 2B MCLs After Application of Specified Treatment
                                                                      Technologies
--------------------------------------------------------------------------------------------------------------------------------------------------------
                                                       Compliance with 0.080 mg/L (TTHM)/0.060 mg/L       Compliance with 0.064 mg/L (TTHM)/0.048 mg/L
                                                                       (HAA5) LRAAs                        (HAA5) LRAAs (MCLs with 20% safety factor)
                                                   -----------------------------------------------------------------------------------------------------
                   Technology *                           Residual disinfectant                              Residual disinfectant
                                                   ----------------------------------   All systems   ----------------------------------   All systems
                                                        Chlorine        Chloramine                         Chlorine        Chloramine
--------------------------------------------------------------------------------------------------------------------------------------------------------
Enhanced Coagulation (EC).........................             73.5             76.9             74.8             57.2             65.4             60.4
EC (no predisinfection)...........................             73.4             88.0             78.4             44.1             62.7             50.5
EC & GAC10........................................            100               97.1             99.1            100               95.7             98.6
EC & GAC20........................................            100              100              100              100              100              100
EC & All Chloramines..............................             NA               83.9             NA               NA               73.6            NA
--------------------------------------------------------------------------------------------------------------------------------------------------------
* Enhanced coagulation/softening is required under the Stage 1 DBPR for conventional plants.

    b. Basis for the Consecutive System BAT. EPA believes that the best 
compliance strategy for consecutive systems is to collaborate with 
wholesalers on the water quality they need. For consecutive systems 
that are having difficulty meeting the MCLs, EPA is proposing a BAT of 
chloramination with management of hydraulic flow and storage to 
minimize residence time in the distribution system. EPA is proposing a 
different BAT than for wholesale systems because a consecutive system's 
source water has already been disinfected and contains DBPs that cannot 
be effectively removed or controlled with the BATs proposed for 
wholesale systems. EPA believes the proposed consecutive system BAT is 
an effective means for consecutive systems to meet the MCLs.
    Chloramination has been used for residual disinfection for many 
years to minimize the formation of chlorination DBPs, including TTHM 
and HAA5 (Stage 2 Technology and Cost Document, USEPA 2003k). The BAT 
provision to manage hydraulic flow and minimize residence time in the 
distribution system is to facilitate the maintenance of the chloramine 
residual and minimize the likelihood for nitrification. Nitrification, 
the process by which microbes convert free ammonia to nitrate and 
nitrite, is a concern for systems using chloramines. Nitrification, 
however, can be controlled with appropriate chlorine to ammonia ratios, 
increasing flow in low demand areas, and increasing storage tank 
turnover. EPA proposes that systems implementing the consecutive system 
BAT must do the following: (1) Maintain a chloramine residual 
throughout the distribution system, (2) develop and submit a plan that 
indicates actions that will be taken to minimize the residence time of 
water

[[Page 49590]]

within the distribution system, (3) have the plan approved by the 
Primacy Agency, and (4) implement the plan as approved by the Primacy 
Agency. Minimum components of the management plan would include 
periodic scheduled flushing of all dead end pipes and storage vessels 
through which water is delivered to customers, and hydraulic flow 
control procedures that routinely circulate water in all storage 
vessels within the distribution system.
    EPA believes that the BATs proposed for wholesale systems are not 
appropriate for consecutive systems because each of these BATs, when 
applied to water with DBPs, raises other concerns. GAC is not cost-
effective for removing DBPs. In addition, dioxin, a carcinogen, may be 
formed during GAC regeneration if GAC has been used to adsorb 
chlorinated DBPs. Nanofiltration is only moderately effective at 
removing THMs or HAAs if membranes that have a very low molecular 
weight cutoff and very high cost of operation are employed. Therefore, 
GAC and nanofiltration are not appropriate BATs for consecutive 
systems.
3. Request for Comment
    EPA requests comment on the proposed BATs including the BAT for 
consecutive systems.

G. MCL, BAT, and Monitoring for Bromate

1. What Is EPA Proposing Today?
    EPA is proposing today that the MCL for bromate for systems using 
ozone remain at 0.010 mg/L as an RAA for samples taken at the entrance 
to the distribution system as established by the Stage 1 DBPR and as 
provided for under the risk-balancing provisions of section 1412(b)(5) 
of the SDWA. EPA's proposal is consistent with the recommendation of 
the Stage 2 M-DBP Advisory Committee, which considered the potential 
that reducing the bromate MCL could both increase the concentration of 
other DBPs in the drinking water and interfere with the efficacy of 
microbial pathogen inactivation. In addition, as required by the SDWA 
and as recommended by the Advisory Committee, EPA will review the 
bromate MCL as part of the 6-year review process and determine whether 
the MCL should remain at 0.010 mg/L or be reduced to a lower level. As 
a part of that review, EPA will consider the increased utilization of 
alternative technologies, such as UV, and whether the risk/risk 
concerns reflected in today's proposal remain valid.
    Because EPA is not revising the Stage 1 DBPR bromate MCL, EPA is 
not proposing a revised BAT for bromate. The Stage 1 DBPR BAT for 
bromate is defined as control of ozone treatment processes to reduce 
production of bromate. EPA also determined that it was not necessary to 
regulate bromate in non-ozone systems that use hypochlorite.
    Finally, EPA is proposing to modify the criterion for a system that 
uses ozone (and therefore must monitor for bromate) to qualify for 
reduced bromate monitoring from one sample per ozone plant per month to 
one sample per plant per quarter.
2. How Was This Proposal Developed?
    a. Bromate MCL. Bromate is a principal byproduct from ozonation of 
bromide-containing source waters. As described in more detail later, 
making the bromate MCL more stringent has the potential to decrease 
current levels of microbial protection, impair the ability of systems 
to control resistant pathogens like Cryptosporidium, and increase 
levels of DBPs from other disinfectants that may be used instead of 
ozone.
    EPA estimates that the 1 in 10,000 excess lifetime cancer risk 
level for bromate is 0.005 mg/L. EPA proposed and ultimately finalized 
an MCL of 0.010 mg/L in the Stage 1 DBPR, primarily because available 
analytical detection methods for bromate could only reliably measure to 
0.01 mg/L (USEPA 1994b). Analytical methods for bromate are now 
available to quantify bromate concentrations as low as 0.001 mg/L. Due 
to the availability of lower detection methods for bromate, as part of 
the Stage 2 M-DBP Advisory Committee deliberations, EPA considered 
revising the MCL to 0.005 mg/L or lower.
    As a disinfectant, ozone is highly effective against a broad range 
of microbial pathogens including bacteria, viruses, and protozoa. 
Moreover, ozone is one of the few disinfectants available in water 
treatment that is capable of inactivating Cryptosporidium, a protozoan 
which can cause severe intestinal disorders and can be deadly to those 
with compromised immune systems. The oxidizing properties of ozone are 
also valuable for treatment objectives like control of tastes and odors 
and removal of iron and manganese. In contrast, chlorine, the most 
common disinfectant and oxidant in water treatment, is substantially 
less effective for controlling Cryptosporidium. Chlorine dioxide, while 
capable of providing low levels of inactivation for Cryptosporidium, 
typically cannot be used at high doses without violating the MCL for 
chlorite, a byproduct of chlorine dioxide. UV light is highly effective 
against Cryptosporidium and Giardia and most viruses, but has not been 
used extensively to treat drinking water in the United States.
    As of early 2000, there were 332 plants of various sizes using 
ozone (Overbeck 2000) and 58 plants that were planning to install 
ozonation (Rice 2000--personal communication: email 7/14/2000). A 
significant percent of current ozone plants use ozone for some portion 
of their disinfection objective (Rice, 2000--personal communication: 
email 7/14/2000). An ozone system that could not meet a 0.005 mg/L 
bromate MCL would have three primary options: decrease the ozone dose; 
switch to a different disinfectant; or install an advanced filtration 
process such as membranes, sometimes in combination with the first two 
options. Of these three options, the third is likely effective but very 
expensive, while the first two create the risk either of reducing 
microbial protection for a wide range of microbial pathogens, or of 
increasing formation of DBPs other than bromate.
    In an attempt to achieve a lower level of bromate, some systems 
might be driven to reduce the applied ozone dose to the minimum 
necessary for regulatory compliance or switch to other treatment 
processes. Many systems currently achieve more disinfection than is 
required by the SWTR and if a system were to simply lower the ozone 
dose, protection from pathogens may be compromised. In addition, since 
inactivation of Cryptosporidium requires much higher ozone doses than 
Giardia inactivation, systems cannot achieve Cryptosporidium 
inactivation with low ozone doses.
    If a system were to lower the ozone dose and supplement with an 
additional disinfectant, or switch entirely to a different 
disinfectant, the system may not achieve the same level of microbial 
protection as is afforded by ozonation. Also, other potentially harmful 
byproducts from the different disinfectant would be produced.
    During the Stage 2 M-DBP Advisory Committee discussions, the TWG 
evaluated the impact of reducing the bromate MCL from 0.010 mg/L to 
0.005 mg/L as an annual average. The TWG concluded that many systems 
currently using ozone or predicted to install ozone to inactivate 
microbial pathogens would have significant difficulty maintaining 
bromate levels at or below 0.005 mg/L. In the Information Collection 
Rule survey of systems serving greater than 100,000 people, all of the 
ozone plants had annual average

[[Page 49591]]

bromate concentrations below the 0.010 mg/L level (USEPA 2003o). 
However, approximately 20% of these ozone plants did not meet the 0.005 
mg/L level. Using the assumption that systems operate their plants 
using a safety margin of 20% below the MCL, about 30% of ozone plants 
did not reliably attain this level (0.004 mg/L). During the Information 
Collection Rule, for the first half of 1998, much of the U.S. was 
wetter than normal (NOAA 1998). This hydrogeological condition often 
leads to lower than normal bromide concentrations due to dilution by 
higher water flows. In the second half of 1998, California continued to 
experience El Nino rains (40% of Information Collection Rule ozone 
plants were located in California) but many other areas of the country 
such as Texas and Florida experienced a drought. The percentage of 
ozone systems unable to achieve 0.005 mg/L bromate would likely 
increase during years in which bromide concentrations in California 
were elevated as consequence of drought.
    The ability of systems to use ozone to meet Cryptosporidium 
treatment requirements proposed under the LT2ESWTR would be diminished 
if the bromate MCL was decreased from 0.010 to 0.005 mg/L. The proposed 
LT2ESWTR will require a subset of systems, based on source water 
pathogen levels, to provide from 1.0 to 2.5 logs of additional 
treatment for Cryptosporidium. Ozone doses required to inactivate 
Cryptosporidium are substantially greater than those required for 
Giardia and viruses. To assess the potential impact of a lower bromate 
MCL on the ability of systems to treat for Cryptosporidium, the TWG 
estimated the percentage of treatment plants that could use ozone to 
inactivate from 0.5 to 2.5 log of Cryptosporidium without exceeding a 
bromate MCL of either 0.005 or 0.010 mg/L (USEPA 2003i). These 
estimations were based on analyses of Information Collection Rule 
source water quality data, coupled with projected ozone dose 
requirements for Cryptosporidium. This analysis suggests that 88% of 
systems could use ozone to achieve 1 log of Cryptosporidium 
inactivation and 47% could inactivate 2 log while complying with a 
bromate MCL of 0.010 mg/L. With the bromate MCL reduced to 0.005 mg/L, 
though, these estimates drop to 67% of systems able to inactivate 1 log 
of Cryptosporidium with ozone and only 14% able to inactivate 2 log. 
The number of plants predicted to be able to treat for Cryptosporidium 
with ozone and meet a 0.005 mg/L standard was further reduced when 
periods of higher bromide levels, similar to drought conditions, were 
modeled. This trend is further exacerbated since the proposed LT2ESWTR 
would require more stringent ozone operating conditions (such as higher 
ozone doses and longer contact times) than under current surface water 
treatment requirements for the subset of plants with higher 
Cryptosporidium concentrations in their source water and would thus 
result in higher bromate formation than assumed by the TWG. Thus, as 
systems are required to meet more stringent inactivation requirements, 
a large number of systems would be forced to select treatment processes 
other than ozone if the bromate standard were lowered to 0.005 mg/L.
    The Stage 2 M-DBP Advisory Committee considered that reducing the 
bromate MCL to 0.005 mg/L could both increase the concentration of 
other DBPs in the drinking water and interfere with the efficacy of 
microbial pathogen inactivation. Therefore, the Advisory Committee 
recommended, for purposes of the Stage 2 DBPR, that the bromate MCL 
remain at 0.010 mg/L. EPA will review the bromate MCL as part of the 
ongoing 6-year review process and determine whether the MCL should 
remain at 0.010 mg/L or be reduced to a lower concentration based on 
new information.
    Today, EPA is proposing to leave the bromate MCL at 0.010 mg/L, 
consistent with the Advisory Committee's recommendation. EPA believes 
that this is a prudent step at this time, in order to preserve 
microbial protection. EPA will continue to analyze any new bromate 
health effects data as they become available. It is possible that EPA 
may determine that the bromate MCL should be decreased to 0.005 mg/L or 
lower in a future rulemaking.
    b. Bromate in hypochlorite solutions. The Stage 2 M-DBP Advisory 
Committee also discussed the issue of hypochlorite solutions 
contaminated with bromate. This contamination can occur during the 
production of hypochlorite solutions from natural salt deposits. The 
range of bromate concentrations in hypochlorite stock solutions varies 
widely (Bolyard et al. 1992; Chlorine Institute 1999, 2000). Moreover, 
the bromate contained in the stock solution is diluted upon addition to 
the drinking water. From data on Information Collection Rule ozone 
systems that used hypochlorite versus those that used gaseous chlorine, 
the TWG estimated that hypochlorite solutions contributed an average of 
0.001 mg/L bromate.
    The Advisory Committee discussed these results and, since the 
bromate level resulting from hypochlorite solutions was small compared 
to the MCL, did not recommend regulating bromate at systems not using 
ozone (non-ozone systems). The Advisory Committee recognized that ozone 
systems also using hypochlorite will have to be careful about the 
quality of their stock solution.
    c. Criterion for reduced bromate monitoring. Because more sensitive 
bromate methods are now available, EPA is proposing a new criterion for 
reduced bromate monitoring. In the Stage 1 DBPR, EPA required ozone 
systems to demonstrate that source water bromide levels, as a running 
annual average, did not exceed 0.05 mg/L. EPA elected to use bromide as 
a surrogate for bromate in determining eligibility for reduced 
monitoring because the available analytical method for bromate was not 
sensitive enough to quantify levels well below the bromate MCL of 0.010 
mg/L.
    In section V.O., EPA is proposing several new analytical methods 
for bromate that are far more sensitive than the existing method. Since 
these methods can measure bromate to levels of 0.001 mg/L or lower, EPA 
is proposing to replace the criterion for reduced bromate monitoring 
(source water bromide running annual average not to exceed 0.05 mg/L) 
with a bromate running annual average not to exceed 0.0025 mg/L.
    In the past, EPA has often set the criterion for reduced monitoring 
eligibility at 50% of the MCL, which would be 0.005 mg/L. However, as 
discussed before, EPA is proposing that the MCL for bromate remain at 
0.010 mg/L, a level that is higher than EPA's usual excess cancer risk 
range of 10(-4) to 10(-6) at 2x10(-4) because of risk tradeoff 
considerations. EPA believes that the decision for reduced monitoring 
is separate from these risk tradeoff considerations. Risk tradeoff 
considerations influence the selection of the MCL, while reduced 
monitoring requirements are designed to ensure that the MCL, once 
established, is reliably and consistently achieved. Requiring a running 
annual average of 0.0025 mg/L for the reduced monitoring criterion 
allows greater confidence that the system is achieving the MCL and thus 
ensuring public health protection.
3. Request for Comment
    EPA requests comment on the decision to maintain the Stage 1 DBPR 
bromate BAT and MCL of 0.010 mg/L. EPA also requests comment on the 
decision not to require bromate

[[Page 49592]]

monitoring at non-ozone systems that use hypochlorite.
    EPA requests comment on whether the criterion for reduced bromate 
monitoring should be set at a level other than 0.0025 mg/L, and a 
rationale for setting it at that level.

H. Initial Distribution System Evaluation (IDSE)

    The IDSE is an important part of today's proposed regulation that 
is intended to identify sample locations for Stage 2B compliance 
monitoring that represent distribution system sites with high DBP 
concentrations.
1. What is EPA Proposing Today?
    EPA is proposing a requirement for systems to perform an Initial 
Distribution System Evaluation (IDSE). Systems will collect data on DBP 
levels throughout their distribution system, evaluate these data to 
determine which sampling locations are most representative of high DBP 
levels and compile this information into a report for submission to the 
primacy agency.
    a. Applicability. All community water systems, and large 
nontransient noncommunity water systems (those serving at least 10,000 
people) that add a primary or residual disinfectant other than 
ultraviolet light, or that deliver water that has been treated with a 
primary or residual disinfectant other than ultraviolet light (i.e., 
consecutive systems) are required to conduct an IDSE under the proposed 
rule. The IDSE requirement for systems serving fewer than 500 people 
may be waived if the State determines that the monitoring site approved 
for Stage 1 DBPR compliance is sufficient to represent both high HAA5 
and high TTHM concentrations. The State must submit criteria for this 
waiver determination to EPA as part of their primacy application. 
States may decide to waive the IDSE requirement for all systems serving 
fewer than 500 or some subset of all systems serving fewer than 500 if 
the State determines that it is appropriate. EPA is developing an IDSE 
Guidance Manual that will include guidance to States on situations for 
which a waiver would be appropriate (USEPA 2003j).
    b. Data collection. IDSEs are intended to help identify and select 
Stage 2B compliance monitoring sites that represent high concentrations 
of TTHMs and HAA5. To be able to identify these sites, systems and 
States must have monitoring data collected from throughout their 
distribution systems. Therefore, under today's proposed rule, systems 
are required to collect monitoring data on the concentrations of these 
DBPs. There are three possible approaches by which a system can meet 
the IDSE requirement.
    i. Standard monitoring program. The standard monitoring program 
requires one year of monitoring on a specified schedule throughout the 
distribution system. The frequency and number of samples required under 
the standard monitoring program is determined by source water type, 
number of treatment plants, and system size (see section V.J. for a 
more detailed discussion of the specific monitoring requirements). 
Prior to commencing the standard monitoring program, systems must 
prepare a monitoring plan. EPA's IDSE Guidance Manual will provide 
guidance on selecting monitoring sites and conducting the standard 
monitoring program (USEPA 2003j). As recommended by the Advisory 
Committee, EPA is proposing that the standard monitoring program 
results are not to be used for determining compliance with MCLs and 
that systems will not be required to report IDSE results in the 
Consumer Confidence Report.
    ii. System specific study. Under this approach, systems may choose 
to perform a system-specific study based on earlier monitoring studies 
or other data analysis in lieu of the standard monitoring program. 
These studies must provide equivalent or better information than the 
standard monitoring program for selecting sites that represent high 
TTHM and HAA5 levels. Examples of alternative studies are: (1) Recent 
TTHM and HAA5 monitoring data that encompass a wide range of sample 
sites representative of the distribution system, including those judged 
to represent high TTHM and HAA5 concentrations and (2) hydraulic 
modeling studies that simulate water movement in the distribution 
system. Historical TTHM and HAA5 results submitted by systems must have 
been generated by certified laboratories and must include the system's 
most recent data. Treatment plant and distribution system 
characteristics at the time of historical data collection must reflect 
the current plant operations and distribution system. EPA's IDSE 
Guidance Manual will include a guidance for system-specific studies and 
how to determine whether site-specific data could be sufficient to meet 
the IDSE requirements (USEPA 2003j).
    iii. 40/30 certification. Under this approach, systems certify to 
their primacy agency that all required Stage 1 DBPR compliance samples 
were properly collected and analyzed during the two years prior to the 
start of the IDSE, and all individual compliance samples were <= 0.040 
mg/L for TTHM and <=0.030 mg/L for HAA5. Properly collected and 
analyzed compliance samples are those taken at required locations at 
times specified in the system's Stage 1 DBPR monitoring plan and 
analyzed by certified laboratories. Systems not required to collect 
Stage 1 DBPR compliance samples can not utilize the 40/30 certification 
approach because they do not have data to determine sampling locations 
that represent high concentrations of TTHMs and HAA5. Systems that 
qualify for reduced monitoring for the Stage 1 DBPR during the two 
years prior to the start of the IDSE, may use results of both routine 
and reduced Stage 1 DBPR monitoring to prepare the 40/30 certification. 
Large ground water systems may not have two years of HAA5 data to 
evaluate due to the timing of the Stage 1 DBPR and the IDSE 
requirements. EPA is proposing that, if two years worth of HAA5 data 
are not available, large ground water systems evaluate the most recent 
two years of TTHM data including data collected in accordance with the 
1979 TTHM rule and all available HAA5 compliance data collected up to 
nine months following promulgation of this rule when making the 40/30 
certification. Similarly, small wholesale and consecutive systems 
required to submit their IDSE report no later than two years after 
publication of the final rule will evaluate all available Stage 1 DBPR 
compliance data collected up to nine months following promulgation.
    c. Implementation. All systems subject to the IDSE requirement 
under the proposed rule (except those receiving a very small system 
waiver from the State) must submit a report to the primacy agency. The 
requirements for the report depend upon the IDSE data collection 
alternative that the system selects and are listed in Table V-2.

[[Page 49593]]

                  Table V-2.--IDSE Report Requirements
------------------------------------------------------------------------
     IDSE data collection
         alternative                    IDSE report requirements
------------------------------------------------------------------------
Standard Monitoring Program..  ? All standard monitoring program
                                TTHM and HAA5 analytical results, the
                                original monitoring plan, and an
                                explanation of any deviations from that
                                plan.
                               ? A schematic of the distribution
                                system.
                               ? Recommendations and justification
                                for where and during what month(s) Stage
                                2B monitoring should be conducted.
System Specific Study........  ? All studies, reports, analytical
                                results and modeling.
                               ? A schematic of the distribution
                                system.
                               ? Recommendations and justification
                                for where and during what month(s) Stage
                                2B monitoring should be conducted
40/30 Certification..........  ? A certification that all required
                                compliance samples were properly
                                collected and analyzed during the two
                                years prior to the start of the IDSE and
                                all individual compliance samples were
                                <= 0.040 mg/L for TTHM and <=0.030 mg/L
                                for HAA5.
                               ? Results of compliance samples
                                taken after the IDSE was scheduled to
                                begin and before the IDSE report was
                                submitted.
                               ? Recommendations for where and
                                during what month(s) Stage 2B monitoring
                                should be conducted.
------------------------------------------------------------------------

    All IDSE reports must include recommendations for the location and 
schedule for the Stage 2B monitoring. The number of sampling locations 
and the criteria for their selection are described in Sec.  141.605 of 
today's proposed rule, and in section V.I. Generally, a system must 
recommend locations with the highest LRAAs unless it provides a 
rationale (such as ensuring geographical coverage of the distribution 
system instead of clustering all sites in a particular section of the 
distribution system) for selecting other locations. Systems must 
consider both their compliance data and IDSE data in making this 
determination. In addition to specifying a protocol for identifying 
recommended monitoring sites in the rule language, EPA will provide 
guidance for recommending compliance monitoring sites (including 
rationales for systems to recommend sites that do not have the highest 
LRAA concentrations) and preparing the IDSE report. EPA will also 
provide a process to address IDSE implementation issues during the 
period prior to State primacy. At the time that systems serving fewer 
than 10,000 people conduct their monitoring or analyze their site-
specific data, many States may have primacy.
    The compliance schedules for the IDSE and other requirements of the 
proposed rule are described in detail in section V.J. Systems serving 
at least 10,000 people (and those smaller wholesale and consecutive 
systems associated with larger systems) will be collecting data for 
their IDSE prior to State primacy. EPA intends to have an IDSE Guidance 
Manual available to assist systems in performing the IDSE (USEPA 
2003j). Primacy agencies will specify requirements for systems that do 
not submit an IDSE report, or that have not, in the determination of 
the primacy agency, conducted an adequate IDSE, in addition to giving 
the system a monitoring and reporting violation. These requirements may 
include repeating the IDSE while conducting compliance monitoring at 
Stage 1 monitoring sites or conducting Stage 2 compliance monitoring at 
sites selected by the State.
    Consecutive systems are subject to the IDSE requirements of today's 
proposed rule. IDSE requirements for consecutive systems are largely 
the same as for other systems, but with two differences. First, the 
schedule for completion of the IDSE by a consecutive system is 
dependent upon the population of the wholesale system. If a consecutive 
system serving fewer than 10,000 buys water from a system that serves 
10,000 or more people, then this consecutive system must comply within 
the same schedule as that for systems £= 10,000. Conversely, 
if a wholesale system serves < 10,000 but sells water to a consecutive 
system serving £= 10,000, then both the wholesale system and 
the consecutive system must complete the IDSE within the same schedule 
as that for systems £= 10,000. The second difference for 
consecutive systems is that the procedure for recommending Stage 2B 
compliance monitoring locations is modified for consecutive systems 
purchasing or receiving all of their finished water from a wholesale 
system. These modified procedures are described in Sec.  141.605 of 
today's proposed rule, and in section V.I.
2. How Was This Pr oposal Developed?
    The IDSE was recommended by the Stage 2 M-DBP Advisory Committee. 
The Advisory Committee believed that maintaining Stage 1 DBPR sampling 
sites for the Stage 2 DBPR would not accomplish the objective of 
providing consistent and equitable protection across the distribution 
system.
    a. Applicability. The M-DBP Advisory Committee recommended that an 
IDSE be performed on all community systems to help to identify the 
locations in the distribution system that represent high DBP 
concentrations. EPA believes that large nontransient noncommunity water 
systems (those serving at least 10,000 people) also have distribution 
systems that require further evaluation to determine the most 
representative locations of high DBP levels. Therefore, large 
nontransient noncommunity systems and all community systems are 
required to perform an IDSE under today's proposal.
    States may waive the IDSE requirement for those very small systems 
(systems that serve fewer than 500 people) that monitor for Stage 1 
DBPR compliance at the maximum residence time site if the State 
determines their maximum residence time Stage 1 compliance monitoring 
site is likely to capture both the high TTHM and high HAA5 levels 
within the distribution system. The Advisory Committee recommended this 
waiver be included because many very small systems have small 
distribution systems and the high TTHM and high HAA5 site is at the 
same location. The Advisory Committee also recognized that not all very 
small systems have a single monitoring site that would represent both 
high TTHM and high HAA5 levels (e.g., some rural systems with large 
distribution systems) and thus did not recommend a blanket IDSE waiver 
for all very small systems.
    b. Data collection. The data collection requirements of the IDSE 
are designed to find both high TTHM and high HAA5 sites (see section 
V.I. for IDSE monitoring site locations). The IDSE is intended as a 
one-time requirement. High TTHM and HAA5 concentrations often occur at 
different locations in the

[[Page 49594]]

distribution system. The Stage 1 DBPR monitoring sites identified as 
the maximum location are selected according to residence time. Because 
HAAs can degrade in the distribution system in the absence of 
sufficient disinfectant residual (Baribeau et al. 2000), residence time 
alone is not an ideal criterion for identifying high HAA5 sites. The 
Information Collection Rule data show that of the four monitoring 
locations sampled per system, the one identified as the maximum 
residence time location was often not the location where the highest 
DBP levels were found. In fact, over 60 percent of the highest HAA5 
LRAAs and 50 percent of the highest TTHM LRAAs were found at sampling 
locations in the system other than the maximum residence time location 
(see section IV). Thus the method and assumptions used to select the 
Information Collection Rule monitoring sites, and the Stage 1 DBPR 
compliance monitoring sites, are not sufficiently reliable to select 
Stage 2 DBPR compliance monitoring sites that will capture high DBP 
levels.
    This data analysis reveals that a reevaluation of monitoring sites 
is necessary at many systems to capture sites with high DBP levels. The 
Advisory Committee recommended sample locations (based on distribution 
disinfectant type) at widely distributed sites (see section V.I. for 
details on IDSE monitoring requirements). Monitoring at additional 
sites across the distribution system increases the chance of finding 
sites with high DBP levels and targets both DBPs that degrade, and DBPs 
that form, as residence time increases in the distribution system. EPA 
believes that the required number of monitoring locations plus Stage 1 
monitoring results provides an adequate recharacterization of DBP 
levels throughout the distribution system, at a reasonable cost. With a 
recharacterization of distribution systems that focuses on both high 
TTHM and HAA5 occurrence, EPA believes that high occurrence sites will 
be better represented in this standard monitoring program. Systems will 
be required to take steps to address high DBP levels at points that 
might otherwise have gone undetected. EPA believes that the decrease in 
DBP exposure anticipated to result from the transition from an RAA to 
an LRAA will be augmented by the IDSE.
    The frequency and number of samples required for the standard 
monitoring program decrease as system size (population served) 
decreases and depend on source water type. The Advisory Committee 
believed that the number of samples required for large and medium 
surface water systems was not necessary for small surface water systems 
and ground water systems. The majority of small systems have 
distribution systems with simpler designs than large systems. DBP 
occurrence in ground water systems is generally lower and less variable 
than in surface water systems due to lower and less variable precursor 
levels and much less temperature variation (see section IV).
    Committee members recognized that some systems have detailed 
knowledge of their distribution systems by way of hydraulic modeling 
and/or ongoing widespread monitoring plans (well beyond that required 
for compliance monitoring) that would provide equivalent or superior 
monitoring site selection compared to IDSE monitoring. Therefore, the 
Advisory Committee recommended that such systems be allowed to 
determine new monitoring sites using system-specific data such as 
historical monitoring data.
    Systems that certify to their State that all compliance samples 
taken in the two years prior to the start of the IDSE were <= 0.040 mg/
L TTHM and <= 0.030 mg/L HAA5 are not required to collect additional 
DBP monitoring data because the Advisory Committee determined that 
these systems most likely would not have high peak DBP levels. EPA 
determined that this provision needed to be more specific for three 
groups of systems: (1) Those performing Stage 1 DBPR reduced 
monitoring, (2) large ground water systems, and (3) small systems 
required to conduct an early IDSE. Today's proposal clarifies that 
these systems may use a 40/30 certification. EPA recognizes that these 
systems may have less compliance data on which to base their 40/30 
certifications. However, EPA believes that the data that will be 
available are sufficient to make a determination on the most 
appropriate Stage 2B monitoring locations.
    c. Implementation. Systems are required to submit an IDSE report so 
that primacy agencies may review the system's IDSE data collection 
efforts and the Stage 2B monitoring locations recommended by the 
system. Systems serving at least 10,000 must submit their IDSE report 
two years after rule promulgation (which may be prior to primacy for 
some States). The M-DBP Advisory Committee recommended an 
implementation schedule that would allow systems sufficient time to 
make site-specific risk determinations and decisions regarding the 
simultaneous implementation of the Stage 2 DBPR and LT2ESWTR but not 
stretch out the compliance time frame too far into the future. This 
provision requires that medium and large systems conduct and complete 
site-specific risk determinations (i.e., the IDSE and LT2ESWTR 
Cryptosporidium monitoring) as soon as possible after rule 
promulgation. Since small systems cannot begin their microbial 
monitoring until after the results from the large system microbial 
monitoring have been analyzed, small systems have a longer compliance 
time frame.
    Systems that submit a 40/30 certification are required to submit 
that certification as part of the IDSE report and to include a 
recommended Stage 2B monitoring plan. The monitoring plan is required 
for these systems because the Stage 2B MCL compliance monitoring sites 
proposed today have fundamentally different objectives than the Stage 1 
DBPR monitoring sites. Additionally, many systems are required to have 
more Stage 2 compliance monitoring sites than Stage 1 sites because 
high HAA5 site may be different than high TTHM sites.
3. Request for Comment
    EPA requests comments on the IDSE requirement and whether it is a 
good tool to identify sites representative of high TTHM and high HAA5 
levels.
    a. Applicability. EPA requests comment on requiring large (serving 
10,000 or more people) nontransient noncommunity water systems to 
perform an IDSE. Should NTNCWSs serving fewer than 10,000 people be 
required to conduct an IDSE? EPA also requests comment upon whether 
States should be able to waive IDSE requirements for very small systems 
(serving fewer than 500 people). Are there objective criteria that the 
State should use in waiving the requirement? Should the State be 
allowed to grant very small system waivers based on some other 
criterion other than serving a population <500? For example, should the 
State be allowed to choose a higher population cutoff? Should the State 
be allowed to use a non-population criterion such as simplicity of 
distribution system to grant a very small system waiver? If so, what 
should this criterion be and how should qualification be demonstrated?
    b. Data collection. EPA requests comment on the requirements for 
each of the alternatives for data collection under the proposed IDSE 
including: the standard monitoring program, the system-specific study, 
and the 40/30 certification. EPA requests comment on whether systems 
with less than two years of routine monitoring data should be 
considered to have sufficient data to utilize the 40/30 certification.

[[Page 49595]]

Specifically EPA requests comment on whether systems on reduced 
monitoring, large ground water systems, and small systems required to 
conduct an IDSE within the first two years after promulgation should be 
prohibited from submitting a 40/30 certification.
    c. Implementation. EPA requests comment on the requirement that 
large and medium systems must collect data and prepare their IDSE 
report prior to State primacy. EPA requests comment from the States 
regarding whether they intend to be involved in the consultations with 
systems collecting data for IDSE or in the review of IDSE reports that 
are submitted prior to State primacy. EPA is developing a plan to 
implement the IDSE during the period prior to State primacy. EPA 
requests comment on any issues that should be addressed during this 
period to facilitate the IDSE.

I. Monitoring Requirements and Compliance Determination for Stage 2A 
and Stage 2B TTHM and HAA5 MCLs

1. What Is EPA Proposing Today?
    Today's proposal includes new requirements for how systems must 
monitor TTHM and HAA5 levels in their distribution systems and how 
systems must assess their monitoring results to determine compliance 
with TTHM and HAA5 MCLs. The new monitoring requirements are associated 
with the IDSE (described in section V.H) and Stage 2B of the proposed 
rule. The new compliance determination requirements relate to use of 
the locational running annual average (LRAA) for meeting proposed Stage 
2A and Stage 2B MCLs for TTHM and HAA5 (described in section V.D). This 
section presents these proposed monitoring and compliance determination 
requirements for Stage 2A, the IDSE, and Stage 2B.
    An important aspect of the proposed TTHM and HAA5 monitoring 
requirements is the use of two different approaches for determining the 
number of samples a system is required to collect. One approach is 
plant-based. Under the plant-based approach, a system's TTHM and HAA5 
sampling requirements are determined by the number of treatment plants 
in the system and, in the case of consecutive systems, the number of 
consecutive system entry points. The second approach is population-
based. Under the population-based approach, a system's sampling 
requirements are influenced by the number of people served, but not by 
the number of treatment plants. EPA is proposing population-based 
sampling requirements only for IDSE and Stage 2B monitoring by 
consecutive systems that purchase all of their finished water year-
round. However, EPA is requesting comment on applying a population-
based approach to all systems for the IDSE and Stage 2B compliance. The 
discussion of monitoring requirements in this section provides details 
on these two approaches.
    A number of factors affect DBP formation, including the type and 
amount of disinfectant used, water temperature, pH, amount and type of 
precursor material in the water, and the length of time that water 
remains in the treatment and distribution systems. For this reason, and 
because DBP levels can be highly variable throughout the distribution 
system (as discussed in section IV), today's proposal requires systems 
to collect IDSE and Stage 2B samples at specific locations in the 
distribution system and in accordance with a sampling schedule. For 
purposes of determining the number of required samples, EPA intends to 
maintain the provision in the Stage 1 DBPR (Sec.  141.132(a)(2)) that 
multiple wells drawing raw water from a single aquifer may, with State 
approval, be considered one plant, and prior approvals will remain in 
force unless withdrawn.
    a. Stage 2A. For Stage 2A of the proposed rule, compliance will be 
based on the compliance sampling sites and frequency established under 
the existing Stage 1 DBPR. Systems must continue to monitor for TTHM 
and HAA5 using a plant-based approach, as required under 40 CFR 
141.132. Using these monitoring results, systems must continue to 
demonstrate compliance with Stage 1 MCLs of 0.080 mg/L for TTHM and 
0.060 mg/L for HAA5, based on a running annual average (see 40 CFR 
141.133). In addition, systems must comply with the Stage 2A MCLs of 
0.120 mg/L for TTHM and 0.100 mg/L for HAA5, based on the LRAA at each 
Stage 1 DBPR monitoring location. Stage 1 DBPR provisions for systems 
to reduce the frequency of TTHM and HAA5 monitoring will still apply.
    Stage 2A will primarily affect surface water systems serving at 
least 10,000 people or systems with multiple plants, because these 
systems are required to monitor at more than one location in the 
distribution system. Most other systems take compliance samples at only 
one location under Stage 1 and in these cases, the calculated LRAA will 
be equal to the calculated RAA.
    b. IDSE. IDSE monitoring requirements are designed to identify 
locations within the distribution system with high TTHM and HAA5 
levels, which will serve as Stage 2B monitoring sites. The following 
discussion provides details on the IDSE standard monitoring program. 
Section V.H identifies other approaches by which systems can meet IDSE 
requirements of the rule.
    For IDSE monitoring, subpart H systems serving at least 10,000 
people must collect samples approximately every 60 days at eight 
distribution system sites per plant (these are in addition to Stage 1 
DBPR compliance monitoring sites). The distribution system residual 
disinfectant type determines the location of the eight sites, as shown 
in Table V-3.
    Subpart H systems serving fewer than 10,000 people and all ground 
water systems must collect IDSE samples at two distribution system 
sites per plant (at sites that are in addition to the Stage 1 DBPR 
compliance monitoring sites) as shown in Table V-3. Subpart H systems 
serving 500-9,999 people and ground water systems serving at least 
10,000 people must sample quarterly (approximately every 90 days); 
subpart H systems serving fewer than 500 people and ground water 
systems serving fewer than 10,000 people must sample semi-annually 
(approximately every 180 days).
    EPA is also proposing IDSE monitoring requirements for consecutive 
systems. For consecutive systems that both purchase finished water and 
treat source water to produce finished water, IDSE requirements are the 
same as for non-consecutive systems with the same population and source 
water type (see Table V-3). For these consecutive systems, each 
consecutive system entry point (defined in section V.C) is counted as 
one treatment plant for purposes of determining sampling requirements. 
However, the State may allow a system to consider multiple consecutive 
system entry points to be considered a single point.
    As noted previously, for consecutive systems that purchase all of 
their finished water year-round, EPA is proposing a population-based 
monitoring approach (see Table V-4) instead of a plant-based approach. 
Under the population-based approach, monitoring requirements are not 
influenced by the number of consecutive system entry points, but are 
based solely on the population served and the type of source water 
used. EPA believes the population-based approach is equitable and will 
provide representative DBP concentrations throughout distribution 
systems.

[[Page 49596]]

                                Table V-3.--Proposed IDSE Monitoring Requirements
----------------------------------------------------------------------------------------------------------------
                                                             Distribution system sample locations per plant per
                                Distribution                               monitoring period \1\
 System type and population        system       Number of ------------------------------------------------------
           served               disinfectant   monitoring                Near     Average
                                    type         periods     Total      entry    residence  High TTHM  High HAA5
                                                                        point       time    locations  locations
----------------------------------------------------------------------------------------------------------------
Subpart H £=10,000  Chloramines....        \2\6          8          2          2          2          2
                              Chlorine.......        \2\6          8          1          2          3          2
Subpart H 500-9,999 or        Any............       \3\ 4          2          0          0          1          1
 Ground Water 
 £=10,000.
Subpart Any H <500 or Ground  Any............       \2\ 4          2          0          0          1          1
 Water <10,000.
                                              -------------
Consecutive Systems.........  Any............  --Consecutive systems that purchase 100% of their finished water
                                               year-round--see Table V.4.
                                               --Consecutive systems that also treat source water to produce
                                               finished water--plant-based monitoring at same location and
                                               frequency as a non-consecutive system with the same population
                                               and source water.
----------------------------------------------------------------------------------------------------------------
\1\ Samples must be taken at locations other than the existing Stage 1 DBPR monitoring locations. Dual sample
  sets (i.e., a TTHM and an HAA5 sample) must be taken at each site. Sampling locations should be distributed
  throughout the distribution system.
\2\ Approximately every 60 days.
\3\ Approximately every 90 days.
\4\ Approximately every 180 days.


   Table V-4. Population-Based Monitoring Frequencies and Locations Under IDSE for Consecutive Systems That Purchase 100% of Finished Water Year-Round
--------------------------------------------------------------------------------------------------------------------------------------------------------
                                                                                                          Distribution system sample locations \1\
                                                                                                  ------------------------------------------------------
                                                                         Monitoring periods and                  Near
            Source water type               Population size category            frequency                       entry     Average   High TTHM  High HAA5
                                                                                                     Total      points   residence  locations  locations
                                                                                                                 \2\        time
--------------------------------------------------------------------------------------------------------------------------------------------------------
Subpart H...............................  0-499......................  Two 2 every 180 days).....          2  .........  .........          1          1
                                          500-4,999..................  Four (every 90 days)......          2  .........  .........          1          1
                                          5,000-9,999................                                      4  .........          1          2          1
                                          10,000-24,999..............  Six (every 60 days).......          8          1          2          3          2
                                          25,000-49,999..............                                     12          2          3          4          3
                                          50,000-99,999..............                                     16          3          4          5          4
                                          100,000-499,999............                                     24          4          6          8          6
                                          500,000-1,499,000..........                                     32          6          8         10          8
                                          1,500,000-4,999,999........                                     40          8         10         12         10
                                          £=5,000,000......                                     48         10         12         14         12
Ground Water............................  0-499......................  Two (every 180 days)......          2  .........  .........          1          1
                                          500-9,999..................                                      2  .........  .........          1          1
                                          10,000-99,999..............  Four (every 90 days)......          6          1          1          2          2
                                          100,000-499,999............                                      8          1          1          3          3
                                          £=500,000........                                     12          2          2          4         4
--------------------------------------------------------------------------------------------------------------------------------------------------------
\1\ Samples must be taken at locations other than the existing Stage 1 DBPR monitoring locations. Dual sample sets (i.e., a TTHM and an HAA5 sample)
  must be taken at each site. Sampling locations should be distributed throughout the distribution system.
\2\ If the number of entry points to the distribution system is less than the specified number of sampling locations, additional samples must be taken
  equally at high TTHM and HAA5 locations. If there is an odd extra location number, a sample at a high TTHM location must be taken. If the number of
  entry points to the distribution system is more than the specified number of sampling locations, samples must be taken at entry points to the
  distribution system having the highest water flows.

    As a part of the monitoring schedule, all systems conducting IDSE 
monitoring must collect samples during the peak historical month for 
TTHM levels or water temperature. EPA will provide guidance to assist 
systems in choosing IDSE monitoring locations, including criteria for 
selecting high TTHM and HAA5 monitoring locations.
    c. Stage 2B. For those systems required to conduct an IDSE, Stage 
2B monitoring sites are based on the system's IDSE results and Stage 1 
DBPR compliance monitoring results. For those systems not required to 
conduct an IDSE, Stage 2B monitoring locations are based on the 
system's Stage 1 DBPR compliance monitoring results and an evaluation 
of the distribution system characteristics to identify additional 
monitoring locations, if required.
    Consistent with the Advisory Committee recommendations, the 
monitoring frequency for Stage 2B is structured so that systems that 
monitor quarterly under the Stage 1 DBPR will continue to monitor 
quarterly. In addition, the monitoring schedule must include the month 
with the highest historical DBP concentrations.
    Many systems on reduced monitoring under the Stage 1 DBPR will 
conduct Stage 2B compliance monitoring at different or additional 
locations than those used for Stage 1 compliance monitoring. Such 
systems must conduct routine monitoring for at least one year before 
being eligible for reduced monitoring under Stage 2B. Those systems 
that monitor at the same locations under both the Stage 1 DBPR and 
Stage 2B DBPR and have qualified for reduced monitoring under Stage 1 
may remain on reduced monitoring at the beginning of Stage 2B.

[[Continued on page 49597]] 

 
 


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