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National Primary Drinking Water Regulations: Long Term 2 Enhanced Surface Water Treatment Rule

 
[Federal Register: January 5, 2006 (Volume 71, Number 3)]
[Rules and Regulations]
[Page 653-702]
From the Federal Register Online via GPO Access [wais.access.gpo.gov]
[DOCID:fr05ja06-5]
[[Page 654]]

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ENVIRONMENTAL PROTECTION AGENCY
40 CFR Parts 9, 141, and 142
[EPA-HQ-OW-2002-0039; FRL-8013-1]
RIN 2040--AD37
 
National Primary Drinking Water Regulations: Long Term 2 Enhanced 
Surface Water Treatment Rule

AGENCY: Environmental Protection Agency (EPA).
ACTION: Final rule.

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SUMMARY: EPA is promulgating National Primary Drinking Water 
Regulations that require the use of treatment techniques, along with 
monitoring, reporting, and public notification requirements, for all 
public water systems that use surface water sources. The purposes of 
the Long Term 2 Enhanced Surface Water Treatment Rule (LT2ESWTR) are to 
protect public health from illness due to Cryptosporidium and other 
microbial pathogens in drinking water and to address risk-risk trade-
offs with the control of disinfection byproducts.
    Key provisions in the LT2ESWTR include the following: source water 
monitoring for Cryptosporidium, with a screening procedure to reduce 
monitoring costs for small systems; risk-targeted Cryptosporidium 
treatment by filtered systems with the highest source water 
Cryptosporidium levels; inactivation of Cryptosporidium by all 
unfiltered systems; criteria for the use of Cryptosporidium treatment 
and control processes; and covering or treating uncovered finished 
water storage facilities.
    EPA believes that implementation of the LT2ESWTR will significantly 
reduce levels of infectious Cryptosporidium in finished drinking water. 
This will substantially lower rates of endemic cryptosporidiosis, the 
illness caused by Cryptosporidium, which can be severe and sometimes 
fatal in sensitive subpopulations (e.g., infants, people with weakened 
immune systems). In addition, the treatment technique requirements of 
this regulation will increase protection against other microbial 
pathogens like Giardia lamblia.

DATES: This final rule is effective on March 6, 2006. The incorporation 
by reference of certain publications listed in the rule is approved by 
the Director of the Federal Register as of March 6, 2006. For judicial 
review purposes, this final rule is promulgated as of January 5, 2006.

ADDRESSES: EPA has established a docket for this action under Docket ID 
No. EPA-HQ-OW-2002-0039. All documents in the docket are listed on the 
http://www.regulations.gov Exit Disclaimer Web site. Although listed in the index, 
some information is not publicly available, i.e., CBI or other information 
whose disclosure is restricted by statute. Certain other material, such 
as copyrighted material, is not placed on the Internet and will be 
publicly available only in hard copy form. Publicly available docket 
materials are available either electronically through 
http://www.regulations.gov Exit Disclaimer or in hard copy at the Water Docket, 
EPA/DC, EPA West, Room B102, 1301 Constitution Ave., NW., Washington, DC. 
The 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 FURTHER INFORMATION CONTACT: Daniel C. Schmelling, Standards and 
Risk Management Division, Office of Ground Water and Drinking Water (MC 
4607M), Environmental Protection Agency, 1200 Pennsylvania Ave., NW., 
Washington, DC 20460; telephone number: (202) 564-5281; fax number: 
(202) 564-3767; e-mail address: schmelling.dan@epa.gov. For general 
information, contact the Safe Drinking Water Hotline, telephone number: 
(800) 426-4791. The Safe Drinking Water Hotline is open Monday through 
Friday, excluding legal holidays, from 9 a.m. to 5 p.m., Eastern time.

SUPPLEMENTARY INFORMATION:

I. General Information

A. Who Is Regulated by This Action?

    Entities potentially regulated by the LT2ESWTR are public water 
systems (PWSs) that use surface water or ground water under the direct 
influence of surface water (GWUDI). Regulated categories and entities 
are identified in the following chart.

------------------------------------------------------------------------
                Category                  Examples of regulated entities
------------------------------------------------------------------------
Industry...............................  Public Water Systems that use
                                          surface water or ground water
                                          under the direct influence of
                                          surface water.
State, Local, Tribal or Federal          Public Water Systems that use
 Governments.                             surface water or ground water
                                          under the direct influence of
                                          surface water.
------------------------------------------------------------------------

    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 that EPA is now aware 
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.  141.3 of Title 40 of the 
Code of Federal Regulations and applicability criteria in Sec.  
141.700(b) of today's rule. If you have questions regarding the 
applicability of the LT2ESWTR to a particular entity, consult one of 
the persons listed in the preceding section entitled FOR FURTHER 
INFORMATION CONTACT.

Abbreviations Used in This Document

ASTM American Society for Testing and Materials
AWWA American Water Works Association
[deg]C Degrees Centigrade
CDC Centers for Disease Control and Prevention
CFE Combined Filter Effluent
CFR Code of Federal Regulations
COI Cost-of-Illness
CT The Residual Concentration of Disinfectant (mg/L) Multiplied by the 
Contact Time (in minutes)
CWS Community Water Systems
DAPI 4',6-Diamindino-2-phenylindole
DBPs Disinfection Byproducts
DBPR Disinfectants/Disinfection Byproducts Rule
DE Diatomaceous Earth
DIC Differential Interference Contrast (microscopy)
EA Economic Analysis
EPA United States Environmental Protection Agency
GAC Granular Activated Carbon
GWUDI Ground Water Under the Direct Influence of Surface Water
HAA5 Five Haloacetic Acids (Monochloroacetic, Dichloroacetic, 
Trichloroacetic, Monobromoacetic and Dibromoacetic Acids)
ICR Information Collection Rule (also Information Collection Request)
ICRSS Information Collection Rule Supplemental Surveys

[[Page 655]]

ICRSSM Information Collection Rule Supplemental Survey of Medium Systems
ICRSSL Information Collection Rule Supplemental Survey of Large Systems
IESWTR Interim Enhanced Surface Water Treatment Rule
Log Logarithm (common, base 10)
LRAA Locational Running Annual Average
LRV Log Removal Value
LT1ESWTR Long Term 1 Enhanced Surface Water Treatment Rule
LT2ESWTR Long Term 2 Enhanced Surface Water Treatment Rule
MCL Maximum Contaminant Level
MCLG Maximum Contaminant Level Goal
MG Million Gallons
M-DBP Microbial and Disinfectants/Disinfection Byproducts
MF Microfiltration
NPDWR National Primary Drinking Water Regulation
NTTAA National Technology Transfer and Advancement Act
NTU Nephelometric Turbidity Unit
OMB Office of Management and Budget
PE Performance Evaluation
PWS Public Water System
QC Quality Control
QCRV Quality Control Release Value
RAA Running Annual Average
RFA Regulatory Flexibility Act
RO Reverse Osmosis
SAB Science Advisory Board
SBAR Small Business Advocacy Review
SDWA Safe Drinking Water Act
SWAP Source Water Assessment Program
SWTR Surface Water Treatment Rule
TCR Total Coliform Rule
TTHM Total Trihalomethanes
UF Ultrafiltration
UMRA Unfunded Mandates Reform Act

Table of Contents

I. General Information
    A. Who Is Regulated by This Action?
II. Summary of the Final Rule
    A. Why Is EPA Promulgating the LT2ESWTR?
    B. What Does the LT2ESWTR Require?
    1. Source water monitoring
    2. Additional treatment for Cryptosporidium
    3. Uncovered finished water storage facilities
    C. Will This Regulation Apply to My Water System?
III. Background Information
    A. Statutory Requirements and Legal Authority
    B. Existing Regulations for Microbial Pathogens in Drinking Water
    1. Surface Water Treatment Rule
    2. Total Coliform Rule
    3. Interim Enhanced Surface Water Treatment Rule
    4. Long Term 1 Enhanced Surface Water Treatment Rule
    5. Filter Backwash Recycle Rule
    C. Concern with Cryptosporidium in Drinking Water
    1. Introduction
    2. What is Cryptosporidium?
    3. Cryptosporidium health effects
    4. Efficacy of water treatment processes on Cryptosporidium
    5. Epidemic and endemic disease from Cryptosporidium
    D. Specific Concerns Following the IESWTR and LT1ESWTR
    E. New Information on Cryptosporidium Risk Management
    1. Infectivity
    2. Occurrence
    3. Analytical methods
    4. Treatment
    F. Federal Advisory Committee Recommendations
IV. Explanation of Today's Action
    A. Source Water Monitoring Requirements
    1. Today's rule
    a. Sampling parameters and frequency
    b. Sampling location
    c. Sampling schedule
    d. Plants operating only part of the year
    e. Failing to monitor
    f. Providing treatment instead of monitoring
    g. Grandfathering previously collected data
    h. Ongoing watershed assessment
    i. Second round of monitoring
    j. New source monitoring
    2. Background and analysis
    a. Sampling parameters and frequency
    b. Sampling location
    c. Sampling schedule
    d. Plants operating only part of the year
    e. Failing to monitor
    f. Grandfathering previously collected data
    g. Ongoing watershed assessment
    h. Second round of monitoring
    3. Summary of major comments
    a. Sampling parameters and frequency
    b. Sampling location
    c. Sampling schedule
    d. Plants operating only part of the year
    e. Failing to monitor
    f. Providing treatment instead of monitoring
    g. Grandfathering previously collected data
    h. Ongoing watershed assessment
    i. Second round of monitoring
    j. New source monitoring
    B. Filtered System Cryptosporidium Treatment Requirements
    1. Today's rule
    a. Bin classification
    b. Bin treatment requirements
    2. Background and analysis
    a. Basis for targeted treatment requirements
    b. Basis for bin concentration ranges and treatment requirements
    3. Summary of major comments
    C. Unfiltered System Cryptosporidium Treatment Requirements
    1. Today's rule
    a. Determination of mean Cryptosporidium level
    b. Cryptosporidium treatment requirements
    c. Use of two disinfectants
    2. Background and analysis
    a. Basis for Cryptosporidium treatment requirements
    b. Basis for requiring the use of two disinfectants
    c. Filtration avoidance
    3. Summary of major comments
    D. Options for Systems to Meet Cryptosporidium Treatment Requirements
    1. Microbial toolbox overview
    2. Watershed control program
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    3. Alternative source
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    4. Pre-sedimentation with coagulant
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    5. Two-stage lime softening
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    6. Bank filtration
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    7. Combined filter performance
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    8. Individual filter performance
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    9. Demonstration of performance
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    10. Bag and cartridge filtration
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    11. Membrane filtration
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    12. Second stage filtration
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    13. Slow sand filtration
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    14. Ozone and chlorine dioxide
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    15. Ultraviolet light
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    E. Disinfection Benchmarking for Giardia lamblia and Viruses
    1. Today's rule
    2. Background and analysis
    3. Summary of major comments
    F. Requirements for Systems with Uncovered Finished Water 
Storage Facilities
    1. Today's rule

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    2. Background and analysis
    a. Types and sources of contaminants in open reservoirs
    b. Regulatory approaches to reduce risk from contamination in 
open reservoirs
    c. Definition of uncovered finished water storage facility
    3. Summary of major comments
    G. Compliance Schedules
    1. Today's rule
    2. Background and analysis
    3. Summary of major comments
    H. Public Notice Requirements
    1. Today's rule
    2. Background and analysis
    3. Summary of major comments
    I. Reporting Source Water Monitoring Results
    1. Today's rule
    2. Background and analysis
    3. Summary of major comments
    J. Analytical Methods
    1. Analytical methods overview
    2. Cryptosporidium methods
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    3. E. coli methods
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    4. Turbidity methods
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    K. Laboratory Approval
    1. Cryptosporidium laboratory approval
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    2. E. coli laboratory approval
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    3. Turbidity analyst approval
    a. Today's rule
    b. Background and analysis
    c. Summary of major comments
    L. Requirements for Sanitary Surveys Conducted by EPA
    1. Today's rule
    2. Background and analysis
    3. Summary of major comments
    M. Variances and Exemptions
    1. Variances
    2. Exemptions
V. State Implementation
    A. Today's Rule
    1. Special State primacy requirements
    2. State recordkeeping requirements
    3. State reporting requirements
    4. Interim primacy
    B. Background and Analysis
    C. Summary of Major Comments
VI. Economic Analysis
    A. What Regulatory Alternatives Did the Agency Consider?
    B. What Analyses Support Today's Final Rule?
    C. What Are the Benefits of the LT2ESWTR?
    1. Nonquantified benefits
    2. Quantified benefits
    a. Filtered PWSs
    b. Unfiltered PWSs
    3. Timing of benefits accrual (latency)
    D. What Are the Costs of the LT2ESWTR?
    1. Total annualized present value costs
    2. PWS costs
    a. Source water monitoring costs
    b. Filtered PWSs treatment costs
    c. Unfiltered PWSs treatment costs
    d. Uncovered finished water storage facilities
    e. Future monitoring costs
    f. Sensitivity analysis--influent bromide levels on technology 
selection for filtered plants
    3. State/Primacy agency costs
    4. Non-quantified costs
    E. What Are the Household Costs of the LT2ESWTR?
    F. What Are the Incremental Costs and Benefits of the LT2ESWTR?
    H. Are there Increased Risks From Other Contaminants?
    I. What Are the Effects of the Contaminant on the General 
Population and Groups within the General Populations that Are 
Identified as Likely to be at Greater Risk of Adverse Health Effects?
    J. What Are the Uncertainties in the Risk, Benefit, and Cost 
Estimates for the LT2ESWTR?
    K. What Is the Benefit/Cost Determination for the LT2ESWTR?
    L. Summary of Major Comments
    1. Cryptosporidium occurrence
    a. Quality of the ICR and ICRSS data sets
    b. Treatment of observed zeros
    2. Drinking water consumption
    3. Cryptosporidium infectivity
    4. Valuation of benefits
    a. Valuation of morbidity
    b. Valuation of lost time under the enhanced cost of illness 
(COI) approach
VII. 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
    M. Analysis of the Likely Effect of Compliance with the LT2ESWTR 
on the Technical, Financial, and Managerial Capacity of Public Water 
Systems
    N. Congressional Review Act
VIII. References

II. Summary of the Final Rule

A. Why Is EPA Promulgating the LT2ESWTR?

    EPA is promulgating the Long Term 2 Enhanced Surface Water 
Treatment Rule (LT2ESWTR) to further protect public health against 
Cryptosporidium and other microbial pathogens in drinking water. 
Cryptosporidium is a protozoan parasite that is common in surface water 
used as drinking water sources by public water systems (PWSs). In 
drinking water, Cryptosporidium is a particular concern because it is 
highly resistant to chemical disinfectants like chlorine. When 
ingested, Cryptosporidium can cause acute gastrointestinal illness, 
which may be severe and sometimes fatal for people with weakened immune 
systems. Cryptosporidium has been identified as the cause of a number 
of waterborne disease outbreaks in the United States (details in 
section III.C).
    The LT2ESWTR supplements existing microbial treatment regulations 
and targets PWSs with higher potential risk from Cryptosporidium. 
Existing regulations require most PWSs using surface water sources to 
filter the water, and those PWSs that are required to filter must 
remove at least 99 percent (2-log) of the Cryptosporidium (details in 
section III.B). As explained in the proposal for today's rule (68 FR 
47640, August 11, 2003) (USEPA 2003a), new data on the occurrence, 
infectivity, and treatment of Cryptosporidium in drinking water 
indicate that existing regulations are sufficient for most PWSs. A 
subset of PWSs with greater vulnerability to Cryptosporidium, however, 
requires additional treatment.
    In particular, recent national survey data show that the level of 
Cryptosporidium in the sources of most filtered PWSs is lower than 
previously estimated, but also that Cryptosporidium levels vary widely 
from source to source. Accordingly, a subset of filtered PWSs has 
relatively high levels of source water Cryptosporidium contamination. 
In addition, data from human health studies indicate that the potential 
for Cryptosporidium to cause infection is likely greater than 
previously recognized (details in section III.E). These findings have 
led EPA to conclude that existing requirements do not provide adequate 
public health protection in filtered PWSs with the highest source water 
Cryptosporidium levels. Consequently, EPA is establishing risk-targeted 
additional treatment requirements for such filtered PWSs under the 
LT2ESWTR.

[[Page 657]]

    For PWSs that use surface water sources and are not required to 
filter (i.e., unfiltered PWSs), existing regulations do not require any 
treatment for Cryptosporidium. New survey data suggest that typical 
Cryptosporidium levels in the treated water of unfiltered PWSs are 
higher than in the treated water of filtered PWSs (USEPA 2003a). Thus, 
Cryptosporidium treatment by unfiltered PWSs is needed to achieve 
comparable public health protection (details in section III.E). 
Further, results from recent treatment studies have allowed EPA to 
develop standards for the inactivation of Cryptosporidium by ozone, 
ultraviolet (UV) light, and chlorine dioxide (details in section IV.D). 
Based on these developments, EPA is establishing requirements under the 
LT2ESWTR for all unfiltered PWSs to treat for Cryptosporidium, with the 
required degree of treatment depending on the source water 
contamination level.
    Additionally, the LT2ESWTR addresses risks in uncovered finished 
water storage facilities, in which treated water can be subject to 
significant contamination as a result of runoff, bird and animal 
wastes, human activity, algal growth, insects, fish, and airborne 
deposition (details in section IV.F). Existing regulations prohibit the 
building of new uncovered finished water storage facilities but do not 
deal with existing ones. Under the LT2ESWTR, PWSs must limit potential 
risks by covering or treating the discharge of such storage facilities.
    Most of the requirements in today's final LT2ESWTR reflect 
consensus recommendations from the Stage 2 Microbial and Disinfection 
Byproducts (M-DBP) Federal Advisory Committee. These recommendations 
are set forth in the Stage 2 M-DBP Agreement in Principle (65 FR 83015, 
December 29, 2000) (USEPA 2000a).

B. What Does the LT2ESWTR Require?

1. Source Water Monitoring
    The LT2ESWTR requires PWSs using surface water or ground water 
under the direct influence (GWUDI) of surface water to monitor their 
source water (i.e., the influent water entering the treatment plant) to 
determine an average Cryptosporidium level. As described in the next 
section, monitoring results determine the extent of Cryptosporidium 
treatment requirements under the LT2ESWTR.
    Large PWSs (serving at least 10,000 people) must monitor for 
Cryptosporidium (plus E. coli and turbidity in filtered PWSs) for a 
period of two years. To reduce monitoring costs, small filtered PWSs 
(serving fewer than 10,000 people) initially monitor just for E. coli 
for one year as a screening analysis and are required to monitor for 
Cryptosporidium only if their E. coli levels exceed specified 
``trigger'' values. Small filtered PWSs that exceed the E. coli 
trigger, as well as all small unfiltered PWSs, must monitor for 
Cryptosporidium for one or two years, depending on the sampling 
frequency (details sections IV.A).
    Under the LT2ESWTR, specific criteria are set for sampling 
frequency and schedule, sampling location, using previously collected 
data (i.e., grandfathering), providing treatment instead of monitoring, 
sampling by PWSs that use surface water for only part of the year, and 
monitoring of new plants and sources (details in section IV.A). The 
LT2ESWTR also establishes requirements for reporting of monitoring 
results (details in section IV.I), using analytical methods (details in 
section IV.J), and using approved laboratories (details in section IV.K).
    The date for PWSs to begin monitoring is staggered by PWS size, 
with smaller PWSs starting at a later time than larger ones (details in 
section IV.G). Today's rule also requires a second round of monitoring 
to begin approximately 6.5 years after the first round concludes in 
order to determine if source water quality has changed to a degree that 
should affect treatment requirements (details in section IV.A).
2. Additional Treatment for Cryptosporidium
    The LT2ESWTR establishes risk-targeted treatment technique 
requirements to control Cryptosporidium in PWSs using surface water or 
GWUDI. These treatment requirements supplement those established by 
existing regulations, all of which remain in effect under the LT2ESWTR.
    Filtered PWSs will be classified in one of four treatment 
categories (or ``bins'') based on the results of the source water 
Cryptosporidium monitoring described in the previous section. This bin 
classification determines the degree of additional Cryptosporidium 
treatment, if any, the filtered PWS must provide. Occurrence data 
indicate that the majority of filtered PWSs will be classified in Bin 
1, which carries no additional treatment requirements. PWSs classified 
in Bins 2, 3, or 4 must achieve 1.0- to 2.5-log of treatment (i.e., 90 
to 99.7 percent reduction) for Cryptosporidium over and above that 
provided with conventional treatment. Different additional treatment 
requirements may apply to PWSs using other than conventional treatment, 
such as direct filtration, membranes, or cartridge filters (details in 
section. IV.B). Filtered PWSs must meet the additional Cryptosporidium 
treatment required in Bins 2, 3, or 4 by using one or more treatment or 
control processes from a ``microbial toolbox'' of options (details in 
section. IV.D).
    The LT2ESWTR requires all unfiltered PWSs to provide at least 2-log 
(i.e., 99 percent) inactivation of Cryptosporidium. If the average 
source water Cryptosporidium level exceeds 0.01 oocysts/L based on the 
monitoring described in the previous section, the unfiltered PWS must 
provide at least 3-log (i.e., 99.9 percent) inactivation of 
Cryptosporidium. Further, under the LT2ESWTR, unfiltered PWSs must 
achieve their overall inactivation requirements (including Giardia 
lamblia and virus inactivation as established by earlier regulations) 
using a minimum of two disinfectants (details in section IV.C).
3. Uncovered Finished Water Storage Facilities
    Under the LT2ESWTR, PWSs with uncovered finished water storage 
facilities must take steps to address contamination risks. Existing 
regulations require PWSs to cover all new storage facilities for 
finished water but do not address existing uncovered finished water 
storage facilities. Under the LT2ESWTR, PWSs using uncovered finished 
water storage facilities must either cover the storage facility or 
treat the storage facility discharge to achieve inactivation and/or 
removal of 4-log virus, 3-log Giardia lamblia, and 2-log 
Cryptosporidium on a State-approved schedule (details in section. 
IV.F).

C. Will This Regulation Apply to My Water System?

    The LT2ESWTR applies to all PWSs using surface water or GWUDI, 
including both large and small PWSs, community and non-community PWSs, 
and non-transient and transient PWSs. Wholesale PWSs must comply with 
the requirements of today's rule based on the population of the largest 
PWS in the combined distribution system. Consecutive PWSs that purchase 
treated water from wholesale PWSs that fully comply with the monitoring 
and treatment requirements of the LT2ESWTR are not required to take 
additional steps for that water under today's rule.

III. Background Information

    The sections in this part provide summary background information for

[[Page 658]]

today's final LT2ESWTR. Individual sections address the following 
topics: (A) Statutory requirements and legal authority for the 
LT2ESWTR; (B) existing regulations for microbial pathogens in drinking 
water; (C) the problem with Cryptosporidium in drinking water; (D) 
specific public health concerns addressed by the LT2ESWTR; (E) new 
information for Cryptosporidium risk management in PWSs; and (F) 
recommendations from the Stage 2 M-DBP Advisory Committee for the 
LT2ESWTR. For additional information on these topics, see the proposed 
LT2ESWTR (USEPA 2003a) and supporting technical material where cited.

A. Statutory Requirements and Legal Authority

    The Safe Drinking Water Act (SDWA or the Act), as amended in 1996, 
requires EPA to publish a maximum contaminant level goal (MCLG) and 
promulgate a national primary drinking water regulation (NPDWR) with 
enforceable requirements for any contaminant that the Administrator 
determines may have an adverse effect on the health of persons, is 
known to occur or has a substantial likelihood of occurring in public 
water systems (PWSs) 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 PWSs (section 1412 (b)(1)(A)).
    MCLGs are non-enforceable health goals and are to be 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 (sections 
1412(b)(4) and 1412(a)(3)). EPA established an MCLG of zero for 
Cryptosporidium under the Interim Enhanced Surface Water Treatment Rule 
(IESWTR) (63 FR 69478, December 16, 1998) (USEPA 1998a). In today's 
rule, the Agency is not making any changes to the current MCLG for 
Cryptosporidium.
    The Act also requires each NPDWR for which an MCLG is established 
to specify a maximum contaminant level (MCL) that is as close to the 
MCLG as is feasible (sections 1412(b)(4) and 1401(1)(C)). The Agency is 
authorized to promulgate an NPDWR that requires the use of a treatment 
technique in lieu of establishing an MCL if the Agency finds that it is 
not economically or technologically feasible to ascertain the level of 
the contaminant (sections 1412(b)(7)(A) and 1401(1)(C)). The Act 
specifies that in such cases, the Agency shall identify those treatment 
techniques that would prevent known or anticipated adverse effects on 
the health of persons to the extent feasible (section 1412(b)(7)(A)).
    The Agency has concluded that it is not currently economically or 
technologically feasible for PWSs to determine the level of 
Cryptosporidium in finished drinking water for the purpose of 
compliance with a finished water standard. As described in section 
IV.C, the LT2ESWTR is designed to protect public health by lowering the 
level of infectious Cryptosporidium in finished drinking water to less 
than 1 oocyst/10,000 L. Approved Cryptosporidium analytical methods, 
which are described in section IV.K, are not sufficient to routinely 
determine the level of Cryptosporidium at this concentration. 
Consequently, the LT2ESWTR relies on treatment technique requirements 
to reduce health risks from Cryptosporidium in PWSs.
    When proposing an NPDWR that includes an MCL or treatment 
technique, the Act requires EPA to publish and seek public comment on 
an analysis of health risk reduction and costs. This includes an 
analysis of quantifiable and nonquantifiable costs and health risk 
reduction benefits, incremental costs and benefits of each alternative 
considered, the effects of the contaminant upon sensitive 
subpopulations (e.g., infants, children, pregnant women, the elderly, 
and individuals with a history of serious illness), any increased risk 
that may occur as the result of compliance, and other relevant factors 
(section 1412(b)(3)(C)). EPA's analysis of health benefits and costs 
associated with the LT2ESWTR is presented in the Economic Analysis of 
the LT2ESWTR (USEPA 2005a) and is summarized in section VI of this 
preamble. The Act does not, however, authorize the Administrator to use 
a determination of whether benefits justify costs to establish an MCL 
or treatment technique requirement for the control of Cryptosporidium 
(section 1412(b)(6)(C)).
    Finally, section 1412(b)(2)(C) of the Act requires EPA to 
promulgate a Stage 2 Disinfectants and Disinfection Byproducts Rule 
within 18 months after promulgation of the LT1ESWTR, which occurred on 
January 14, 2002. Consistent with statutory requirements for risk 
balancing (section 1412(b)(5)(B)), EPA is finalizing the LT2ESWTR in 
conjunction with the Stage 2 DBPR to ensure parallel protection from 
microbial and DBP risks.

B. Existing Regulations for Microbial Pathogens in Drinking Water

    This section summarizes existing rules that regulate treatment for 
pathogenic microorganisms by PWSs using surface water sources. The 
LT2ESWTR supplements these rules with additional risk-targeted 
requirements, but does not withdraw any existing requirements.
1. Surface Water Treatment Rule
    The Surface Water Treatment Rule (SWTR) (54 FR 27486, June 29, 
1989) (USEPA 1989a) applies to all PWSs using surface water or ground 
water under the direct influence (GWUDI) of surface water as sources 
(i.e., Subpart H PWSs). It established MCLGs of zero for Giardia 
lamblia, viruses, and Legionella, and includes the following treatment 
technique requirements to reduce exposure to pathogenic microorganisms: 
(1) Filtration, unless specific avoidance criteria are met; (2) 
maintenance of a disinfectant residual in the distribution system; (3) 
removal and/or inactivation of 3-log (99.9%) of Giardia lamblia and 4-
log (99.99%) of viruses; (4) maximum allowable turbidity in the 
combined filter effluent (CFE) of 5 nephelometric turbidity units (NTU) 
and 95th percentile CFE turbidity of 0.5 NTU or less for plants using 
conventional treatment or direct filtration (with different standards 
for other filtration technologies); and (5) watershed protection and 
source water quality requirements for unfiltered PWSs.
2. Total Coliform Rule
    The Total Coliform Rule (TCR) (54 FR 27544, June 29, 1989) (USEPA 
1989b) applies to all PWSs. It 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. Coliforms are 
used as an indicator of fecal contamination and to determine the 
integrity of the water treatment process and distribution system. Under 
the TCR, no more than 5 percent of distribution system samples 
collected in any month may contain coliform bacteria (no more than 1 
sample per month may be coliform positive in those PWSs that collect 
fewer than 40 samples per month). The number of samples to be collected 
in a month is based on the number of people served by the PWS.
3. Interim Enhanced Surface Water Treatment Rule
    The Interim Enhanced Surface Water Treatment Rule (IESWTR) (63 FR 
69478, December 16, 1998) (USEPA 1998a) applies to PWSs serving at 
least 10,000 people and using surface water or

[[Page 659]]

GWUDI sources. Key provisions established by the IESWTR include the 
following: (1) An MCLG of zero for Cryptosporidium; (2) Cryptosporidium 
removal requirements of 2-log (99 percent) for PWSs that filter; (3) 
more stringent CFE turbidity performance standards of 1.0 NTU as a 
maximum and 0.3 NTU or less at the 95th percentile monthly for 
treatment plants using conventional treatment or direct filtration; (4) 
requirements for individual filter turbidity monitoring; (5) 
disinfection benchmark provisions to assess the level of microbial 
protection that PWSs provide as they take steps to comply with new DBP 
standards; (6) inclusion of Cryptosporidium in the definition of GWUDI 
and in the watershed control requirements for unfiltered PWSs; (7) 
requirements for covers on new finished water storage facilities; and 
(8) sanitary surveys for all surface water systems regardless of size.
    The IESWTR was developed in conjunction with the Stage 1 
Disinfectants and Disinfection Byproducts Rule (Stage 1 DBPR) (63 FR 
69389, December 16, 1998) (USEPA 1998b), which reduced allowable levels 
of certain DBPs, including trihalomethanes, haloacetic acids, chlorite, 
and bromate.
4. Long Term 1 Enhanced Surface Water Treatment Rule
    The Long Term 1 Enhanced Surface Water Treatment Rule ( LT1ESWTR) 
(67 FR 1812, January 14, 2002) (USEPA 2002a) builds upon the microbial 
control provisions established by the IESWTR for large PWSs through 
extending similar requirements to small PWSs. The LT1ESWTR applies to 
PWSs that use surface water or GWUDI as sources and that serve fewer 
than 10,000 people. Like the IESWTR, the LT1ESWTR established the 
following: 2-log (99 percent) Cryptosporidium removal requirements by 
PWSs that filter; individual filter turbidity monitoring and more 
stringent combined filter effluent turbidity standards for conventional 
and direct filtration plants; disinfection profiling and benchmarking; 
inclusion of Cryptosporidium in the definition of GWUDI and in the 
watershed control requirements for unfiltered PWSs; and the requirement 
that new finished water storage facilities be covered.
5. Filter Backwash Recycle Rule
    The Filter Backwash Recycling Rule (FBRR) (66 FR 31085, June 8, 
2001) (USEPA 2001a) requires PWSs to consider the potential risks 
associated with recycling contaminants removed during the filtration 
process. The provisions of the FBRR apply to all PWSs that recycle, 
regardless of population served. In general, the provisions include the 
following: (1) PWSs must return certain recycle streams to a point in 
the treatment process that is prior to primary coagulant addition 
unless the State specifies an alternative location; (2) direct 
filtration PWSs recycling to the treatment process must provide 
detailed recycle treatment information to the State; and (3) certain 
conventional PWSs that practice direct recycling must perform a one-
month, one-time recycling self assessment.

C. Concern With Cryptosporidium in Drinking Water

1. Introduction
    EPA is promulgating the LT2ESWTR to reduce the public health risk 
associated with Cryptosporidium in drinking water. This section 
describes the general basis for this public health concern through 
reviewing information in several areas: the nature of Cryptosporidium, 
health effects, efficacy of water treatment processes, and the 
incidence of epidemic and endemic disease. Further information about 
Cryptosporidium is available in the following documents: 
Cryptosporidium: Human Health Criteria Document (USEPA 2001b), 
Cryptosporidium: Drinking Water Advisory (USEPA 2001c), and 
Cryptosporidium: Risks for Infants and Children (USEPA 2001d).
2. What Is Cryptosporidium?
    Cryptosporidium is a protozoan parasite that lives and reproduces 
entirely in one host. Ingestion of Cryptosporidium can cause 
cryptosporidiosis, a gastrointestinal (GI) illness. Cryptosporidium is 
excreted in feces. Transmission of cryptosporidiosis occurs through 
consumption of water or food contaminated with feces or by direct or 
indirect contact with infected persons or animals (Casemore 1990).
    In the environment, Cryptosporidium is present as a thick-walled 
oocyst containing four organisms (sporozoites); the oocyst wall 
insulates the sporozoites from harsh environmental conditions. Oocysts 
are 4-5 microns in length and width. Upon a host's ingestion of 
oocysts, enzymes and chemicals produced by the host's digestive system 
cause the oocyst to excyst, or break open. The excysted sporozoites 
embed themselves in the surfaces of the epithelial cells of the lower 
small intestine. The organisms then begin absorbing nutrients from 
their host cells. When these organisms sexually reproduce, they produce 
thick- and thin-walled oocysts. The host excretes the thick-walled 
oocysts in its feces; thin-walled oocysts excyst within the host and 
contribute to further host infection.
    The exact mechanism by which Cryptosporidium causes GI illness is 
not known. Factors may include damage to intestinal structure and 
cells, changes in the absorption/secretion processes of the intestine, 
toxins produced by Cryptosporidium or the host, and proteins that allow 
Cryptosporidium to adhere to host cell surfaces (Carey et al. 2004).
    Upon excretion, Cryptosporidium oocysts may survive for months in 
various environmental media, including soil, river water, seawater, and 
human and cattle feces at ambient temperatures (Kato et al. 2001, 
Pokorny et al. 2002, Fayer et al. 1998a and 1998b, and Robertson et al. 
1992). Cryptosporidium can also withstand temperatures as low as -20 
[deg]C for periods of a few hours (Fayer and Nerad 1996) but are 
susceptible to desiccation (Robertson et al. 1992).
    Cryptosporidium is a widespread contaminant in surface water used 
as drinking water supplies. For example, among 67 drinking water 
sources surveyed by LeChevallier and Norton (1995), 87 percent had 
positive samples for Cryptosporidium. A more recent survey of 80 medium 
and large PWSs conducted by EPA detected Cryptosporidium in 85 percent 
of water sources (USEPA 2003a). Cryptosporidium contamination can come 
from animal agriculture, wastewater treatment plant discharges, 
slaughterhouses, birds, wild animals, and other sources of fecal matter.
    Because different species of Cryptosporidium are very similar in 
morphology, researchers have focused on genetic differences in trying 
to classify them. However, discussion on Cryptosporidium taxonomy is 
complicated by the fact that even within species or strains, there may 
be differences in infectivity and virulence. Cryptosporidium parvum (C. 
parvum) has been the primary species of concern to humans. Until 
recently, some researchers divided C. parvum into two primary strains, 
genotype 1, which infects humans, and genotype 2, which infects both 
humans and cattle (Carey et al. 2004). In 2002, Morgan-Ryan et al. 
proposed that genotype 1 be designated a separate species, C. hominis. 
Additional Cryptosporidium species infecting other mammals, birds, and 
reptiles have been documented. In some cases, these species can infect 
both immunocompromised (having weakened immune systems) and

[[Page 660]]

otherwise healthy humans (Carey et al. 2004).
3. Cryptosporidium Health Effects
    Cryptosporidium infection is characterized by mild to severe 
diarrhea, dehydration, stomach cramps, and/or a slight fever. 
Incubation is thought to range from 2 to 10 days (Arrowood 1997). 
Symptoms typically last from several days to 2 weeks, though in a small 
percentage of cases, the symptoms may persist for months or longer in 
otherwise healthy individuals.
    Symptoms may be more severe in immunocompromised persons (Frisby et 
al. 1997, Carey et al. 2004). Such persons include those with AIDS, 
cancer patients undergoing chemotherapy, organ transplant recipients 
treated with drugs that suppress the immune system, and patients with 
autoimmune disorders (e.g., Lupus). In AIDS patients, Cryptosporidium 
has been found in the lungs, ear, stomach, bile duct, and pancreas in 
addition to the small intestine (Farthing 2000). Immunocompromised 
patients with severe persistent cryptosporidiosis may die (Carey et al. 
2004). Besides the immunocompromised, children and the elderly may be 
at higher risk from Cryptosporidium than the general population 
(discussed in section VII.G).
    Studies with human volunteers have demonstrated that a low dose of 
C. parvum (e.g., 10 oocysts) is sufficient to cause infection in 
healthy adults, although some strains are more infectious than others 
(DuPont et al. 1995, Chappell et al. 1999, Okhuysen et al. 2002). 
Studies of immunosuppressed adult mice have demonstrated that a single 
viable oocyst can induce C. parvum infections (Yang et al. 2000, 
Okhuysen et al. 2002). The lowest dose tested in any of the human 
challenge studies was 10 oocysts. Because drinking water exposures are 
generally projected to be at lower levels (e.g., 1 oocyst), statistical 
modeling is necessary to project the effects of such exposure. 
Following the advice of its Science Advisory Board (SAB), EPA has 
developed a range of models to predict effects of exposure to low doses 
of Cryptosporidium. These models are discussed in section VI and in the 
LT2ESWTR Economic Analysis (USEPA 2005a).
    The degree and duration of the immune response to Cryptosporidium 
is not well characterized. In a study by Chappell et al. (1999), 
volunteers with IgG Cryptosporidium antibodies in their blood were 
immune to low doses of oocysts. The ID50 (the dose that infects 50 
percent of the challenged population) was 1,880 oocysts for those 
individuals compared to 132 oocysts for individuals that tested 
negative for those antibodies. However, earlier studies did not observe 
a correlation between the development of antibodies after 
Cryptosporidium infection and subsequent protection from illness 
(Okhuysen et al. 1998).
    No cure for cryptosporidiosis is known. Medical care usually 
involves treatment for dehydration and nutrient loss. Certain 
antimicrobial drugs like Azithromycin, Paromomycin, and nitazoxanide, 
the only drug approved for cryptosporidiosis in children, have been 
partially effective in treating immunocompromised patients (Rossignol 
et al. 1998). Therapies used to treat retroviruses can be helpful in 
fighting cryptosporidiosis in people with AIDS and are more effective 
when used in conjunction with antimicrobial therapy. The effectiveness 
of antiretroviral therapy is thought to be related to the associated 
increase in white blood cells rather than the decrease in the amount of 
virus present.
4. Efficacy of Water Treatment Processes on Cryptosporidium
    EPA is particularly concerned about Cryptosporidium because, unlike 
pathogens such as bacteria and most viruses, Cryptosporidium oocysts 
are highly resistant to standard disinfectants like chlorine and 
chloramines (Korich et al. 1990, Ransome et al. 1993, Finch et al. 
1997). Consequently, control of Cryptosporidium in most treatment 
plants is dependent on physical removal processes. However, due to 
their size (4-5 microns), oocysts can sometimes pass through filters.
    Monitoring data on finished water show that Cryptosporidium is 
sometimes present in filtered, treated drinking water (LeChevallier et 
al. 1991, Aboytes et al. 2004). For example, Aboytes et al. (2004) 
analyzed 1,690 finished water samples from 82 plants. Of these, 22 
plants had at least one positive sample for infectious Cryptosporidium 
(1.4 percent of all samples were positive). All positive samples 
occurred at plants that met existing regulatory standards and many had 
very low turbidity.
    Waterborne outbreaks of cryptosporidiosis have occurred even in 
areas served by filtered surface water supplies (Solo-Gabriele and 
Neumeister, 1996). In some cases, outbreaks were attributed to 
treatment deficiencies, but in others, the treatment provided by the 
water system met the regulatory requirements in place at that time. 
These data indicate that even surface water systems that filter and 
disinfect can still be vulnerable to Cryptosporidium, depending on the 
source water quality and treatment effectiveness.
    Certain alternative disinfectants can be more effective in treating 
for Cryptosporidium. Both ozone and chlorine dioxide have been shown to 
inactivate Cryptosporidium, albeit at doses much higher than those 
required to inactivate Giardia, which has typically been used to set 
disinfectant doses (summarized in USEPA 2003a). Studies have also 
demonstrated a synergistic effect of treatment using ozone followed by 
chlorine or monochloramine (Rennecker et al. 2000, Driedger et al. 
2001). Significantly, UV light has recently been shown to achieve high 
levels of Cryptosporidium inactivation at feasible doses (summarized in 
USEPA 2003a).
    Other processes that can help reduce Cryptosporidium levels in 
finished water include watershed management programs, pretreatment 
processes like bank filtration, and additional clarification and 
filtration processes during water treatment. Further, optimizing 
treatment performance and achieving very low levels of turbidity in the 
finished water has been shown to improve Cryptosporidium removal in 
treatment plants (summarized in USEPA 2003a).
5. Epidemic and Endemic Disease From Cryptosporidium
    Cryptosporidium has caused a number of waterborne disease outbreaks 
since 1984 when the first was reported in the United States. Data from 
the Centers for Disease Control and Prevention (CDC) include ten 
outbreaks caused by Cryptosporidium in drinking water between 1984 and 
2000, with approximately 421,000 cases of illness (CDC 1993, 1996, 
1998, 2000, and 2002). The most serious outbreak occurred in 1993 in 
Milwaukee; an estimated 403,000 people became sick (MacKenzie et al. 
1994), and at least 50 Cryptosporidium-associated deaths occurred among 
the severely immunocompromised (Hoxie et al. 1997). Further, a study by 
McDonald et al. (2001) using blood samples from Milwaukee children 
suggests that Cryptosporidium infection was more widespread than might 
be inferred from the illness estimates by MacKenzie et al. (1994).
    The number of identified and reported outbreaks in the CDC database 
is believed to substantially understate the actual incidence of 
waterborne disease outbreaks and cases (Craun and Calderon 1996, 
National Research Council 1997). This under reporting is

[[Page 661]]

due to a number of factors. Many people experiencing gastrointestinal 
illness do not seek medical attention. Where medical attention is 
provided, the pathogenic agent may not be identified through routine 
testing. Physicians and patients often lack sufficient information to 
attribute gastrointestinal illness to any specific origin, such as 
drinking water, and few States have an active outbreak surveillance 
program. In addition, if drinking water is investigated as the source 
of an outbreak, oocysts may not be detected in water samples even if 
they are present, due to limitations in analytical methods. 
Consequently, outbreaks may not be recognized in a community or, if 
recognized, may not be traced to a drinking water source.
    In addition, an unknown but probably significant portion of 
waterborne disease is endemic (i.e., isolated cases not associated with 
an outbreak) and, thus, is even more difficult to recognize. In an 
outbreak, if the pathogen has been identified, medical providers and 
public health investigators know what to look for. In endemic disease, 
there is no investigation, so the illness may never be identified, or 
if it is, it may not be linked to a source (e.g., drinking water, 
person-to-person transmission). In addition, where a pathogen is 
identified, lab results may not be reported to public health agencies.
    Because of this under reporting, the actual incidence of 
cryptosporidiosis associated with drinking water is unknown. However, 
indications of this incidence rate can be roughly extrapolated from 
different sources. Mead et al. (1999) estimated approximately 300,000 
total cases of cryptosporidiosis annually that result in a physician 
visit, with 90 percent of these attributed to waterborne (drinking 
water and recreational water) and secondary transmission. This estimate 
is based on the percentage of stools that test positive for 
Cryptosporidium and applying this percentage to the approximately 15 
million physician visits for diarrhea each year. While the fraction of 
cryptosporidiosis cases that result in a physician visit is unknown, 
Corso et al. (2003) reported that during the 1993 outbreak in 
Milwaukee, medical care was sought in approximately 12 percent of all 
cryptosporidiosis cases.
    Surveillance data from the CDC for 2001 show an overall incidence 
of 1.5 laboratory diagnosed cases of cryptosporidiosis per 100,000 
population (CDC, 2002). Although the fraction of all cryptosporidiosis 
cases that are laboratory confirmed is unknown, during the 1993 
Milwaukee outbreak, 739 cases from an estimated 403,000 cases total 
were confirmed by a laboratory (MacKenzie et al., 1994). These data 
indicate a ratio of 1 laboratory confirmed case per 545 people 
estimated to be ill with cryptosporidiosis.
    A few studies have attempted to determine exposure in certain areas 
by measuring seroprevalence of Cryptosporidium antibodies (the 
frequency at which antibodies are found in the blood). Detection of 
such antibodies (seropositivity), however, does not mean that the 
person actually experienced symptoms of cryptosporidiosis. An 
individual can be asymptomatically infected and still excrete oocysts. 
Seroprevalence, though, is still a method for estimating the exposure 
to Cryptosporidium that has occurred within a limited time period (the 
antibodies may last only a few months).
    Frost et al. (2001) conducted a paired city study, in which the 
serological response of blood donors in a city using ground water as 
its water source was compared to that of donors in a city using surface 
water as its source. Rates of seropositivity were higher (49 vs. 36 
percent) in the city with the surface water source. A similar study in 
two other cities (Frost et al. 2002) showed a seropositivity rate of 54 
percent in the city served by surface water compared to 38 percent in 
the city served by ground water. These studies suggest that drinking 
water from surface sources may be a factor in the higher rates of 
seropositivity.

D. Specific Concerns Following the IESWTR and LT1ESWTR

    In the LT2ESWTR, EPA is addressing a number of public health 
concerns that remain following implementation of the IESWTR and 
LT1ESWTR. These are as follows:
    ? The need for filtered PWSs with higher levels of source 
water Cryptosporidium contamination to provide additional risk-based 
treatment for Cryptosporidium beyond IESWTR or LT1ESWTR requirements;
    ? The need for unfiltered PWSs to provide risk-based 
treatment for Cryptosporidium to achieve equivalent public health 
protection with filtered PWSs; and
    ? The need for PWSs with uncovered finished water storage 
facilities to take steps to reduce the risk of contamination of treated 
water prior to distribution to consumers.
    EPA and stakeholders identified each of these issues as public 
health concerns during development of the IESWTR (USEPA 1994, 1997). 
However, the Agency was unable to address these concerns in those 
regulations due to data gaps in the areas of health effects, 
occurrence, analytical methods, and treatment. Consequently, EPA 
followed a two-stage strategy for microbial and disinfection byproducts 
rules. Under this strategy, the IESWTR and LT1ESWTR were promulgated to 
provide an initial improvement in public health protection in large and 
small PWSs, respectively, while additional data to support a more 
comprehensive regulatory approach were collected.
    Since promulgating the IESWTR and LT1ESWTR, EPA has worked with 
stakeholders to collect and analyze significant new information to fill 
data gaps related to Cryptosporidium risk management in PWSs. The next 
section presents EPA's evaluation of these data and their implications 
for both the risk of Cryptosporidium in filtered and unfiltered PWSs 
and the feasibility of steps to limit this risk. In addition, the 
Agency has evaluated additional data related to mitigating risks with 
uncovered finished water storage facilities, which are presented in 
section IV.F.

E. New Information on Cryptosporidium Risk Management

    EPA and stakeholders determined during development of the IESWTR 
that in order to establish risk-based treatment requirements for 
Cryptosporidium, additional information was needed in the following 
areas: (1) The risk associated with a given level of Cryptosporidium 
(i.e., infectivity); (2) the occurrence of Cryptosporidium in PWS 
sources; (3) analytical methods that would suffice for making site-
specific source water Cryptosporidium density estimates; and (4) the 
use of treatment technologies to achieve specific levels of 
Cryptosporidium disinfection (USEPA 1997).
    In today's final LT2ESWTR, EPA is promulgating risk-based 
Cryptosporidium treatment requirements for filtered and unfiltered 
PWSs. The Agency believes that the critical data gaps in the areas of 
infectivity, occurrence, analytical methods, and treatment that 
prevented the adoption of such an approach under earlier regulations 
have been addressed. The new information that the Agency and 
stakeholders evaluated in each of these areas and its significance for 
today's LT2ESWTR are summarized as follows. See section VI.L for a 
summary of public comments on EPA's use of Cryptosporidium infectivity and

[[Page 662]]

occurrence data in assessing benefits of the LT2ESWTR.
1. Infectivity
    Infectivity relates the probability of infection to the number of 
Cryptosporidium oocysts that a person ingests. It is used to predict 
the disease burden associated with a particular Cryptosporidium level 
in drinking water. Information on Cryptosporidium infectivity comes 
from dose-response studies where healthy human volunteers ingest 
different numbers of oocysts (i.e., the ``dose'') and are subsequently 
evaluated for signs of infection and illness (i.e., the ``response'').
    Prior to the IESWTR, data from a human dose-response study of one 
Cryptosporidium isolate (IOWA) had been published (DuPont et al. 1995). 
Following IESWTR promulgation, a study of two additional isolates (TAMU 
and UCP) was completed and published (Okhuysen et al. 1999). This 1999 
study also reanalyzed the IOWA study results. The measured infectivity 
of Cryptosporidium oocysts varied over a wide range in the Okhuysen et 
al. (1999) study. The UCP oocysts were much less infective than the 
IOWA oocysts, and the TAMU oocysts were much more infective.
    EPA analyzed these new data for the proposed LT2ESWTR using two 
different dose-response models. This analysis suggested that the 
overall infectivity of Cryptosporidium is greater than was estimated 
for the IESWTR (USEPA 2003a). Specifically, EPA estimated the mean 
probability of infection from ingesting a single infectious oocyst 
ranges from 7 to 10 percent. This infection rate is approximately 20 
times higher than the estimate of 0.4 percent used in the IESWTR.
    Since the publication of the proposed LT2ESWTR, EPA has evaluated 
three additional studies of Cryptosporidium infectivity. EPA also 
received a recommendation from the SAB that it analyze Cryptosporidium 
infectivity data using a wider range of models. Accordingly, EPA re-
estimated Cryptosporidium infectivity using the new data and six 
different dose-response models, including the two models used at 
proposal. Estimates from the new data and models for the probability of 
infection from ingesting a single infectious oocyst range from 4 to 16 
percent. A detailed discussion of the models and their varying 
assumptions is provided in the LT2ESWTR Economic Analysis (USEPA 2005a).
    As is apparent from these results, substantial uncertainty about 
the infectivity of Cryptosporidium remains in several areas. These 
include the variability in host susceptibility, response at very low 
oocyst doses typical of drinking water ingestion, and the relative 
infectivity and occurrence of different Cryptosporidium isolates in the 
environment. To address this uncertainty, EPA conducted its health risk 
reduction and benefits analyses using a representative range of model 
results. In the summary tables for these analyses, three sets of 
estimates are presented: A ``high'' estimate based on the model that 
showed the highest mean baseline risk; a ``medium'' estimate, based on 
the models and data used at proposal, which also happens to be in the 
middle of the range of estimates produced by the six models using the 
newly available data; and a ``low'' estimate, based on the model that 
showed the lowest mean baseline risk.
    These estimates should not be construed as upper and lower bounds 
on illnesses avoided and benefits. For each model, a distribution of 
effects is estimated, and the ``high'' and ``low'' estimates show only 
the means of these distributions for two different model choices. The 
detailed distribution of effects is presented for the proposal model in 
the Economic Analysis (USEPA 2005a). Further, the six dose-response 
models used in this analysis do not cover all possible variations of 
models that might have been used with the data, and it is possible that 
estimates with other models would fall outside the range presented. 
However, as discussed in the Economic Analysis, EPA believes that the 
models used in the analyses reflect a reasonable range of results based 
on important dimensions of model choice.
    Regardless of which model is chosen, the available infectivity data 
suggest that the risk associated with a given concentration of 
Cryptosporidium is most likely higher than EPA had estimated for the 
IESWTR. This finding supports the need for increased treatment for 
Cryptosporidium as required under the LT2ESWTR.
2. Occurrence
    Information on the occurrence of Cryptosporidium oocysts in 
drinking water sources is a critical parameter for assessing risk and 
the need for additional treatment for this pathogen. For the IESWTR, 
EPA had no national survey data on Cryptosporidium occurrence and 
relied instead on several studies that were local or regional. After 
promulgating the IESWTR, EPA obtained data from two national surveys, 
the Information Collection Rule (ICR) and the ICR Supplemental Surveys 
(ICRSS), which were designed to provide improved estimates of 
occurrence on a national basis.
    The ICR included monthly sampling for Cryptosporidium and other 
water quality parameters from the sources of approximately 350 large 
PWSs over 18 months. The ICRSS involved twice-per-month Cryptosporidium 
sampling from the sources of a statistically random sample of 40 large 
and 40 medium PWSs over 12 months. In addition, the ICRSS required the 
use of an improved analytical method for Cryptosporidium analysis that 
had a higher method recovery (the likelihood that an oocyst present in 
the sample will be counted) and enhanced sample preparation procedures.
    EPA analyzed ICR and ICRSS data using a statistical model to 
account for factors like method recovery and sample volume analyzed. As 
described in more detail in EPA's Occurrence and Exposure Assessment 
for the LT2ESWTR (USEPA 2005b), the ICR and ICRSS results demonstrate 
two main differences for filtered PWSs in comparison to Cryptosporidium 
occurrence data used for the IESWTR:

    (1) The occurrence of Cryptosporidium in many drinking water 
sources is lower than was indicated by the data used in IESWTR. For 
example, median Cryptosporidium levels for the ICR and ICRSS data 
are approximately 0.05/L, which is nearly 50 times lower than the 
median IESWTR estimates of 2.3 oocysts/L (USEPA 1998a).
    (2) Cryptosporidium occurrence is more variable from location to 
location than was shown by the data considered for the IESWTR. This 
finding demonstrates that, although median occurrence levels are 
below those estimated for the IESWTR, a subset of PWSs contains 
Cryptosporidium levels that are considerably greater than the median.

    These results, therefore, indicate that Cryptosporidium levels are 
relatively low in most water sources, but a subset of sources with 
relatively higher concentrations may require additional treatment. 
These findings support a risk-targeted approach for the LT2ESWTR 
wherein additional Cryptosporidium treatment is required only for 
filtered PWSs with the highest source water pathogen levels.
    Only the ICR provided data to evaluate Cryptosporidium occurrence 
in unfiltered PWS sources. The median Cryptosporidium level among 
unfiltered PWS sources was 0.0079 oocysts/L. This level is approximately 
10 times lower than the median level for filtered PWS sources.
    When the Cryptosporidium removal that filtered PWSs achieve is 
taken into account, these occurrence data suggest that unfiltered PWSs 
typically have

[[Page 663]]

higher concentrations of Cryptosporidium in their treated water than 
filtered PWSs. EPA has estimated that on average, conventional 
filtration plants remove around 99.9 percent (3-log) of the 
Cryptosporidium present in the source water. Most unfiltered PWSs, 
however, provide no treatment for Cryptosporidium. If an unfiltered PWS 
had a source water Cryptosporidium level 10 times lower than a filtered 
PWS and the filtered PWS achieved 3-log Cryptosporidium removal, then 
the Cryptosporidium level in the treated water of the unfiltered PWS 
would be 100 times higher than in the filtered PWS.
    These results suggest that to achieve public health protection 
equivalent to that provided by filtered PWSs, unfiltered PWSs must take 
additional steps. Thus, this finding supports the need for Cryptosporidium 
treatment requirements for unfiltered PWSs under the LT2ESWTR.
3. Analytical Methods
    To establish risk-targeted treatment requirements, analytical 
methods must be available to estimate the contaminant densities in PWS 
sources. These density estimates are used to determine the level of 
treatment that is needed at a particular site.
    When EPA developed the IESWTR, the best available method for 
measuring Cryptosporidium was the Information Collection Rule Protozoan 
Method (ICR Method). The ICR Method provided a quantitative measurement 
of Cryptosporidium oocysts, but typically undercounted the actual 
occurrence due to low method recovery. For example, in a spiking study 
(studies in which known quantities of oocysts are added to water 
samples) conducted during the ICR survey, the mean recovery of spiked 
Cryptosporidium oocysts was only 12 percent (Scheller et al. 2002). EPA 
concluded that the ICR Method was adequate for making national 
occurrence estimates in the ICR survey but would not suffice for making 
estimates of Cryptosporidium levels at specific sites.
    Subsequent to promulgating the IESWTR, EPA developed an improved 
Cryptosporidium method, EPA Method 1622 (and later, 1623), to achieve 
higher recovery rates and lower inter- and intra-laboratory variability 
than previous methods. Methods 1622 and 1623 incorporate improvements 
in the concentration, separation, staining, and microscope examination 
procedures. During the ICRSS, which required the use of Method 1622 or 
1623, a spiking study demonstrated a mean Cryptosporidium recovery of 
43 percent (Connell et al. 2000). Thus, mean Cryptosporidium recovery 
with Methods 1622 and 1623 was more than 3.5 times higher compared to 
the ICR Method performance in the earlier spiking study. In addition, 
the relative variation in recovery from sample to sample was lower with 
Methods 1622 and 1623.
    As described in section IV of this preamble, EPA has concluded that 
a monitoring program using Methods 1622 or 1623 can be effective in 
characterizing PWSs source water Cryptosporidium levels for purposes of 
determining the need for additional treatment requirements. This 
finding supports the feasibility of risk-targeted treatment 
requirements under the LT2ESWTR.
4. Treatment
    To establish risk-targeted Cryptosporidium treatment requirements, 
feasible treatment processes must be available that allow PWSs to 
inactivate or remove Cryptosporidium. PWSs may then implement these 
treatment processes to comply with additional treatment requirements.
    During development of the IESWTR, EPA recognized that chlorine, the 
most commonly used disinfectant, is ineffective for inactivating 
Cryptosporidium. Studies suggested that other disinfectants like ozone 
and chlorine dioxide could be effective against Cryptosporidium. 
However, EPA concluded that data available at that time were not 
sufficient to define how any disinfectant could be applied to achieve a 
specific level of Cryptosporidium inactivation (USEPA 1997). This 
conclusion was due in part to methodological inconsistencies and 
shortcomings in the available studies.
    With the completion of major studies since promulgation of the 
IESWTR, EPA has acquired the data necessary to establish standards for 
Cryptosporidium inactivation by several disinfectants. For ozone and 
chlorine dioxide, EPA reviewed new studies by Rennecker et al. (1999), 
Owens et al. (1999, 2000), Oppenheimer et al. (2000), Ruffell et al. 
(2000), and Li et al. (2001). Collectively, these studies cover a wide 
range of both natural and laboratory water conditions. Based on these 
studies, EPA has developed tables that specify the product of ozone or 
chlorine dioxide concentration and time of exposure (i.e., CT tables) 
needed to achieve up to 3-log Cryptosporidium inactivation. Section 
IV.D of this preamble shows these tables.
    Most significantly, many recent studies have demonstrated that UV 
light is efficient for inactivating high levels of Cryptosporidium. 
These studies include Clancy et al. (1998, 2000, 2002), Bukhari et al. 
(1999), Craik et al. (2000, 2001), Landis et al. 2000), Sommer et al. 
(2001), Shin et al. (2001), and Oppenheimer et al. (2002). Using 
results from these studies, EPA has defined the UV light intensity and 
exposure time required for up to 4-log Cryptosporidium inactivation. 
Section IV.D presents these values. EPA has determined that UV light is 
a feasible technology for PWSs of all sizes to inactivate Cryptosporidium.
    EPA has also developed standards for processes that physically 
remove Cryptosporidium contamination. These processes include river 
bank filtration, sedimentation basins, bag filters, cartridge filters, 
and membranes. Section IV.D presents design and operational standards 
for these processes, along with a summary of supporting studies.
    The development of these standards for Cryptosporidium inactivation 
and removal processes overcomes a significant limitation that existed 
when EPA developed the IESWTR. These standards will allow PWSs to 
implement cost-effective strategies to comply with additional 
Cryptosporidium treatment requirements under the LT2ESWTR.

F. Federal Advisory Committee Recommendations

    EPA convened the Stage 2 M-DBP Federal Advisory Committee in March 
1999 to evaluate new information and develop recommendations for the 
LT2ESWTR and Stage 2 DBPR. The Committee was comprised of 
representatives from EPA, State and local public health and regulatory 
agencies, local elected officials, Indian Tribes, drinking water 
suppliers, chemical and equipment manufacturers, and public interest 
groups. A technical workgroup provided analytical support for the 
Committee's discussions.
    Committee members signed an Agreement in Principle in September 
2000 stating consensus recommendations of the group. The Agreement was 
published in a December 29, 2000 Federal Register notice (USEPA 2000a). 
For the LT2ESWTR, the consensus recommendations of the Committee are 
summarized as follows:
    (1) Supplemental risk-targeted Cryptosporidium treatment by 
filtered PWSs with higher source water contaminant levels as shown by 
monitoring results;
    (2) Cryptosporidium inactivation by all unfiltered PWSs, which must 
meet

[[Page 664]]

overall treatment requirements using a minimum of 2 disinfectants;
    (3) A ``toolbox'' of treatment and control processes for PWSs to 
comply with Cryptosporidium treatment requirements;
    (4) Reduced monitoring burden for small filtered PWSs;
    (5) Future monitoring to confirm or revise source water quality 
assessments;
    (6) Development of guidance for UV disinfection and other toolbox 
components; and
    (7) Cover or treat existing uncovered finished water reservoirs 
(i.e., storage facilities) or implement risk mitigation plans.
    These recommendations reflect a Committee judgement that, based on 
available information, additional risk-based Cryptosporidium treatment 
requirements for filtered and unfiltered PWSs are appropriate and 
feasible under the LT2ESWTR. Much of today's final LT2ESWTR reflects 
the Committee's recommendations. The next part of this preamble 
describes specific requirements of the rule.

IV. Explanation of Today's Action

A. Source Water Monitoring Requirements

    Today's rule requires PWSs using surface water or GWUDI sources to 
monitor their source water to assess the level of Cryptosporidium. 
Monitoring results assign a PWS to a Cryptosporidium treatment bin, 
which determines the extent of additional Cryptosporidium treatment 
requirements (sections IV.B and IV.C described treatment requirements 
for filtered and unfiltered PWSs, respectively).
    Source water monitoring under the LT2ESWTR is designed to ascertain 
the mean level of Cryptosporidium in the influent to a surface water 
treatment plant. Requirements differ by PWS size (above or below 10,000 
people served) and treatment plant type (filtered or unfiltered PWS). 
This section describes monitoring requirements for sampling parameters 
and frequency, sampling location, sampling schedule, monitoring plants 
that operate only part of the year, failing to monitor, providing 
treatment instead of monitoring, grandfathering previously collected 
data, ongoing watershed assessment, second round of monitoring, and new 
source monitoring.
    Other sections of this preamble describe additional requirements 
related to monitoring, including compliance schedules (section IV.G), 
reporting of monitoring results (section IV.I), use of approved 
analytical methods, including minimum sample volume (section IV.J), and 
use of approved laboratories (section IV.K). As described in section 
IV.G, monitoring compliance dates under the LT2ESWTR are staggered: 
smaller PWSs begin monitoring after larger PWSs.
    For additional information, see Source Water Monitoring Guidance 
Manual for Public Water Systems under the Long Term 2 Enhanced Surface 
Water Treatment Rule. This document provides guidance on sampling 
location, procedures for collecting and shipping samples, contracting 
with laboratories, and related topics to assist PWSs in complying with 
LT2ESWTR monitoring requirements. It may be acquired from EPA's Safe 
Drinking Water Hotline, which can be contacted as described under FOR 
FURTHER INFORMATION CONTACT at the beginning of this document.
1. Today's Rule
    a. Sampling parameters and frequency. Requirements for the source 
water parameters that PWSs must measure under the LT2ESWTR, as well as 
the sampling frequency and duration, are stated as follows for large 
and small PWSs, including both filtered and unfiltered plants:

Large Filtered PWSs

    Filtered PWSs serving at least 10,000 people must sample at least 
monthly for Cryptosporidium, E. coli, and turbidity for a period of two 
years. Sampling may be conducted at a higher frequency (e.g., twice-
per-month, once-per-week) but the sampling must be evenly spaced 
throughout the monitoring period. As described in section IV.B, 
filtered PWSs that sample at least twice-per-month over two years use a 
different calculation, which is less conservative, to determine their 
treatment bin classification under the LT2ESWTR.

Large Unfiltered PWSs

    Unfiltered PWSs serving at least 10,000 people must also sample for 
Cryptosporidium at least monthly for a period of 2 years. No E. coli or 
turbidity monitoring is required for unfiltered PWSs. Unfiltered PWSs 
may choose to sample more frequently; however, as described in section 
IV.C, a higher sampling frequency does not change the calculation used 
to determine unfiltered PWS Cryptosporidium treatment requirements.

Small Filtered PWSs

    Filtered PWSs serving fewer than 10,000 people (i.e., small PWSs) 
monitor under the LT2ESWTR using a two-phase strategy that begins with 
an indicator screening analysis. Small filtered PWSs must initially 
sample for E. coli at least once every two weeks for a period of one 
year. Cryptosporidium monitoring is required of these PWSs only if the 
indicator monitoring results meet one of the following conditions:
    (1) For PWSs using lake/reservoir sources, the annual mean E. coli 
concentration is greater than 10 E. coli/100 mL.
    (2) For PWSs using flowing stream sources, the annual mean E. coli 
concentration is greater than 50 E. coli/100 mL.
    PWSs using ground water under the direct influence of surface water 
must comply with the requirement to monitor for Cryptosporidium based 
on the E. coli level that applies to the nearest surface water body. If 
no surface water body is nearby, the PWS must comply based on the 
requirements that apply to PWSs using lake/reservoir sources.
    The State may approve small filtered PWSs to monitor for an 
indicator other than E. coli. The State also may approve an alternative 
E. coli concentration to trigger Cryptosporidium monitoring. This 
approval must be in writing and must be based on a State determination 
that the alternative indicator and/or trigger level will more 
accurately identify whether a PWS will exceed the Bin 1 Cryptosporidium 
level of 0.075 oocysts/L, as stated in section IV.B.1 of this preamble. 
EPA will issue guidance to States on alternative indicators and trigger 
levels, if warranted, based on large PWS monitoring results.
    Small filtered PWSs may elect to skip E. coli monitoring if they 
notify the State that they will monitor for Cryptosporidium. PWSs must 
notify the State no later than three months prior to the date the PWS 
is required to begin monitoring (see section IV.G for specific dates).
    Small filtered PWSs that are required to monitor for 
Cryptosporidium must conduct this monitoring using either of two 
frequencies: (1) Sample at least twice-per-month for a period of one 
year or (2) sample at least once-per-month for a period of two years. 
Note that the same treatment compliance dates apply to the PWS 
regardless of which Cryptosporidium sampling frequency is used (i.e., 
selecting the two-year Cryptosporidium sampling frequency does not 
extend Cryptosporidium treatment compliance deadlines).

Small Unfiltered PWSs

    All unfiltered PWSs serving fewer than 10,000 people must monitor 
for Cryptosporidium. The E. coli screening analysis used by small 
filtered PWSs is not applicable to small unfiltered PWSs. Small 
unfiltered PWSs must use either

[[Page 665]]

of the same two Cryptosporidium sampling frequencies available to small 
filtered PWSs: (1) Sample twice-per-month for one year or (2) sample 
once-per-month for two years. As with small filtered PWSs, the same 
treatment compliance dates apply to the PWS regardless of which 
Cryptosporidium sampling frequency is used.
    b. Sampling location. PWSs must collect source water samples for 
each plant that treats a surface water or GWUDI source. However, where 
multiple plants receive all of their water from the same influent, such 
as plants that draw water from the same intake or pipe, the State may 
approve one set of monitoring results to be applied to all plants.
    PWSs must collect source water samples prior to chemical treatment, 
such as coagulants, oxidants, and disinfectants, unless the following 
condition is met: The State may approve a system to collect a sample 
after chemical treatment if the State determines that collecting a 
sample prior to chemical treatment is not feasible and that the 
chemical treatment is unlikely to have a significant adverse effect on 
the analysis of the sample. PWSs that recycle filter backwash must 
collect samples prior to the point of filter backwash addition due to 
the likely presence of coagulant and other treatment chemicals in the 
backwash. See section IV.D.6 for directions on sampling location for 
PWSs using bank filtration.
    For plants that use multiple water sources at the same time, PWSs 
must collect samples from a tap where the sources are combined prior to 
treatment, if available. If a blended source tap is not available, PWSs 
must collect samples from each source and either analyze a weighted 
composite (blended) sample or analyze samples from each source 
separately and determine a weighted average of the results. The 
weighting of sources must reflect the relative usage of the different 
sources by the treatment plant at the time the sample is collected.
    PWSs must submit a description of their proposed sampling 
location(s) to the State no later than three months prior to the date 
the PWS must begin monitoring (see section IV.G for specific dates). 
This description must address the position of the sampling location in 
relation to the PWS's water source(s) and treatment processes, 
including points of chemical addition and filter backwash recycle. If 
the State does not respond to a PWS regarding sampling location(s), the 
PWS must begin sampling at the reported location. See Source Water 
Monitoring Guidance Manual for Public Water Systems under the Long Term 
2 Enhanced Surface Water Treatment Rule, which can be acquired as 
stated previously, for guidance on sampling location descriptions.
    c. Sampling schedule. PWSs must collect samples in accordance with 
a schedule that the PWS develops and reports prior to initiating 
monitoring. The sampling schedule must specify the calendar dates when 
the PWS will collect each required sample in a particular round of 
monitoring. Scheduled sampling dates must be evenly distributed 
throughout the monitoring period, but may be arranged to accommodate 
holidays, weekends, and other events when collecting or analyzing a 
sample would be problematic (e.g., a PWS is not required to schedule 
samples on the same calendar date each month).
    PWSs must submit sampling schedules no later than three months 
prior to the date the PWS must begin a round of monitoring (see section 
IV.G for specific dates). Unless the State approves an alternative 
procedure, large PWSs (serving at least 10,000 people) must report 
their sampling schedule for initial source water monitoring to EPA 
using the LT2ESWTR electronic data reporting and review system 
described in section IV.I. Schedules for initial monitoring by small 
PWSs and for the second round of monitoring by all PWSs must be 
reported to the State. PWSs should verify that their laboratory can 
accommodate the scheduled sampling dates before submitting the schedule.
    EPA will not formally approve sampling schedules but will notify a 
PWS if its sampling schedules does not meet the requirements of today's 
rule (e.g., does not include the required number of samples). If a PWS 
does not receive notification from the State or EPA regarding the 
sampling schedule, the PWS must begin monitoring according to the 
reported sampling schedule.
    PWSs must collect samples within two days before or two days after 
the dates indicated in their sampling schedules (i.e., within a 5-day 
period around the schedule date) unless one of the following two 
conditions applies:
    (1) If an extreme condition or situation exists that may pose 
danger to the sample collector, or that cannot be avoided and causes 
the PWS to be unable to sample in the scheduled 5-day period, the PWS 
must sample as close to the scheduled date as is feasible unless the 
State approves an alternative sampling date. The PWS must submit an 
explanation for the delayed sampling date to the State concurrent with 
the shipment of the samples to the laboratory.
    (2) If a PWS is unable to report a valid analytical result for a 
scheduled sampling date due to equipment failure, loss of or damage to 
the sample, failure to comply with the analytical method requirements, 
or the failure of an approved laboratory to analyze the sample, then 
the PWS must collect a replacement sample. Collection of the 
replacement sample must occur within 21 days of the PWS receiving 
information that an analytical result cannot be reported for the 
scheduled date unless the PWS demonstrates that collecting a 
replacement sample within this time frame is not feasible or the State 
approves an alternative resampling date. The PWS must submit an 
explanation for the resampling date to the State concurrent with the 
shipment of the sample to the laboratory.
    Failure to collect a required sample within the 5-day period around 
a scheduled date that does not meet one of these two conditions is a 
monitoring violation. PWSs must revise their sampling schedules to add 
dates for collecting all missed samples and must submit the revised 
schedule to the State for approval prior to when the PWS begins 
collecting the missed samples.
    d. Plants operating only part of the year. Some PWSs operate 
surface water treatment plants for only part of the year. This includes 
PWSs that provide water for only a fraction of the year (e.g., resorts 
open only in the summer) and PWSs that use a surface water plant to 
supplement another source only during periods of high demand.
    Most LT2ESWTR monitoring, treatment, and implementation schedule 
requirements apply to such plants. Monitoring requirements, however, 
differ in two respects:
    (1) PWSs must conduct sampling only during months of the 2 year 
monitoring period when the plant operates unless the State specifies 
another monitoring period based on plant operating practices; and
    (2) For plants that operate less than six months per year and where 
Cryptosporidium monitoring is required, PWSs must collect at least six 
Cryptosporidium samples per year during each of two years of monitoring.
    e. Failing to monitor. Today's rule requires PWSs to provide a Tier 
3 public notice for violation of monitoring and testing procedure 
requirements, including the failure to collect one or two source water 
Cryptosporidium samples. If a PWS fails to collect three or more 
Cryptosporidium samples, other than in specifically exempted situations 
(see section IV.A.1.c), the PWS must

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provide a Tier 2 special public notice. Violations for failing to 
monitor persist until the State determines that the PWS has begun 
sampling on a revised schedule that includes dates for the collection 
of missed samples. Section IV.H provides further details on public 
notice requirements of the LT2ESWTR.
    PWSs must report their bin classification (or mean Cryptosporidium 
level for unfiltered PWSs) no later than six months after the end of 
the scheduled monitoring period (specific dates in section IV.G). 
Failure by a PWS to collect the required number of Cryptosporidium 
samples to report its bin classification or mean Cryptosporidium level 
by the compliance date is a treatment technique violation and the PWS 
must provide a Tier 2 special public notice (unless the PWS has already 
provided a Tier 2 public notice for missing three sampling dates and is 
successfully meeting a State-approved schedule for sampling). The 
treatment technique violation and public notice requirements persist 
until the State determines that the PWS is implementing a State-
approved monitoring plan to allow bin classification or will install 
the highest level of treatment required under the rule, as described next.
    f. Providing treatment instead of monitoring. PWSs are not required 
to conduct source water monitoring under the LT2ESWTR for plants that 
will provide the highest level of treatment required under the rule. 
This applies both to plants that provide this level of treatment at the 
time the plant would otherwise begin source water monitoring and to 
plants that commit to install technology to achieve this level of 
treatment by the applicable compliance date for meeting Cryptosporidium 
treatment requirements under the LT2ESWTR.
    Filtered PWSs are not required to monitor at plants that will 
provide a total of at least 5.5-log of treatment for Cryptosporidium, 
equivalent to meeting the treatment requirements of Bin 4 as discussed 
in section IV.B. Unfiltered PWSs are not required to monitor for plants 
that will provide a total of at least 3-log of Cryptosporidium 
inactivation, equivalent to meeting the treatment requirements for 
unfiltered PWSs with source water Cryptosporidium levels above 0.01 
oocysts/L as discussed in section IV.C.
    PWSs that intend to provide this level of treatment rather than 
initiate monitoring must notify the State no later than three months 
prior to the month the PWS must otherwise begin monitoring. PWSs submit 
this notification in lieu of submitting a sampling schedule. In 
addition, a PWS may choose to stop sampling at any point after it has 
initiated monitoring if it notifies the State that it will provide the 
highest level of treatment. In both cases, the PWSs must install and 
operate technologies to achieve this level of treatment no later than 
the applicable Cryptosporidium treatment compliance date for the PWS as 
specified in section IV.G. Failure to provide this treatment by the 
compliance date is a treatment technique violation.
    g. Grandfathering previously collected data. If the State approves, 
PWSs may comply with the initial source water monitoring requirements 
of today's rule by using (i.e., grandfathering) sample results 
collected before the PWS is required to begin monitoring. PWSs may 
grandfather monitoring results either in lieu of or in addition to 
conducting new monitoring under the rule. To be eligible for 
grandfathering, monitoring results must be equivalent in data quality 
to monitoring PWSs conduct under today's rule and the PWS must comply 
with reporting requirements. Details of these requirements follow.

Grandfathered Data Quality Requirements

    ? Analysis of E. coli samples must meet the analytical 
method and approved laboratory requirements for source water monitoring 
under today's rule. PWSs are not required to report E. coli and 
turbidity data in order to grandfather Cryptosporidium monitoring 
results, although EPA requests that PWSs report these data if they are 
available. PWSs that grandfather Cryptosporidium data without 
associated E. coli and turbidity data are not required to conduct 
separate monitoring for these parameters when they have satisfied 
Cryptosporidium monitoring requirements.
    ? Analysis of Cryptosporidium samples must meet the criteria 
of a validated version of EPA Method 1622 or 1623, which are described 
in USEPA 1999a, USEPA 1999b, USEPA 2001e, USEPA 2001f, USEPA 2005c, and 
USEPA 2005d. The volume analyzed for each sample must meet the criteria 
described in section IV.J, which are at least 10 L of sample or at 
least 2 mL of packet pellet volume or as much volume as two approved 
filters can accommodate before clogging.
    ? The sampling location must meet the criteria for LT2ESWTR 
monitoring, as described previously.
    ? For Cryptosporidium samples, the sampling frequency must 
be at least monthly and on a regular schedule. The collection of 
individual samples may deviate from a regular schedule under the same 
criteria that apply to deviation from LT2ESWTR sampling schedules, as 
described previously. Additionally, deviations in the sampling 
frequency of previously collected data are allowed under the following 
conditions: (1) PWSs may grandfather data where there are gaps in the 
sampling frequency if the State approves and if the PWS conducts 
additional monitoring when specified by the State to ensure the data 
used for bin classification are seasonally representative and unbiased; 
and (2) PWSs may grandfather data where the sampling frequency varies 
(e.g., one year of sampling monthly and one year of sampling twice-per-
month); monthly average sample concentrations must be used to calculate 
the bin classification, as described in section IV.B.

Grandfathered Data Reporting Requirements

    PWSs that request to grandfather previously collected monitoring 
results must report the following information by the applicable dates 
listed in this section. PWSs serving at least 10,000 people must report 
this information to EPA unless the State approves an alternate 
procedure for reporting. PWSs serving fewer than 10,000 people must 
report this information to the State.
    PWSs must report that they intend to submit previously collected 
monitoring results for grandfathering. This report must specify the 
number of previously collected results the PWS will submit, the dates 
of the first and last sample, and whether a PWS will conduct additional 
source water monitoring for initial bin classification. PWSs must 
report this information no later than three months prior to the date 
the PWSs is required to start monitoring, as shown in section IV.G.
    PWSs must report previously collected monitoring results for 
grandfathering, along with the required documentation listed in this 
section, no later than two months after the month the PWS is required 
to start monitoring, as shown in section IV.G.
    ? For each sample Cryptosporidium or E. coli result, PWSs 
must report the applicable data elements in section IV.I.1.
    ? PWSs must certify to EPA or the State that the reported 
monitoring results include all results the PWS generated during the 
time period beginning with the first reported result and ending with 
the final reported result. This applies to samples that were collected 
from the sampling location specified for source water monitoring

[[Page 667]]

under this subpart, not spiked, and analyzed using the laboratory's 
routine process for the analytical methods listed in this section.
    ? PWSs must certify to EPA or the State that the samples 
were representative of a plant's source water(s) and the source 
water(s) have not changed. PWSs must submit to EPA a description of the 
sampling location(s) for each water treatment plant, which must address 
the position of the sampling location in relation to the PWS's water 
source(s) and treatment processes, including points of chemical 
addition and filter backwash recycle.
    ? For Cryptosporidium samples, the laboratory or 
laboratories that analyzed the samples must provide a letter certifying 
that the quality control criteria specified in the methods listed in 
this section were met for each sample batch associated with the 
reported results. Alternatively, the laboratory may provide bench 
sheets and sample examination report forms for each field, matrix 
spike, initial precision and recovery (IPR), ongoing precision and 
recovery (OPR), and method blank sample associated with the reported 
results.
    ? If the State determines that a previously collected data 
set submitted for grandfathering was generated during source water 
conditions that were not normal for the PWS, such as a drought, the 
State may disapprove the data. Alternatively, the State may approve the 
previously collected data if the PWS reports additional source water 
monitoring data, as determined by the State, to ensure that the overall 
data set used for bin classification represents average source water 
conditions for the PWS.
    If a PWS submits previously collected data that fully meet the 
number of samples required for initial source water monitoring and some 
of the data are rejected due to not meeting the requirements of this 
section, PWSs must conduct additional monitoring to replace rejected 
data on a schedule the State approves. PWSs are not required to begin 
this additional monitoring until at least two months after notification 
that data have been rejected and additional monitoring is necessary.
    h. Ongoing watershed assessment. Today's rule includes provisions 
to assess changes in a PWS's source water quality following initial bin 
classification. As required by 40 CFR 142.16(b)(3)(i), source water is 
one of the components that States must address during the sanitary 
surveys that are required for surface water PWSs. These sanitary 
surveys must be conducted every 3 years for community PWSs and every 5 
years for non-community PWSs. Under today's rule, if the State 
determines during the sanitary survey or an equivalent source water 
assessment that significant changes have occurred in the watershed that 
could lead to increased contamination of the source water by 
Cryptosporidium, the PWS must take actions specified by the State to 
address the contamination. These actions may include additional source 
water monitoring and/or implementing options from the microbial toolbox 
discussed in section IV.D.
    i. Second round of monitoring. PWSs must begin a second round of 
source water monitoring beginning six years after initial bin 
classification (see compliance dates in section IV.G). If EPA does not 
modify LT2ESWTR requirements by issuing a new regulation prior to the 
second round of monitoring, PWSs must carry out this monitoring 
according to the requirements that apply to the initial round of source 
water monitoring. PWSs will then be reclassified in LT2ESWTR treatment 
bins based on the second-round monitoring result. However, if EPA 
changes the LT2ESWTR treatment bin structure to reflect a new 
analytical method or new risk information, PWSs will undergo a risk 
characterization in accordance with the revised rule.
    j. New source monitoring. A PWS that begins using a new surface 
water source after the date the PWS is required to conduct source water 
monitoring under the LT2ESWTR must monitor the new source on a schedule 
approved by the State. This applies to both new plants that begin 
operation and previously operating plants that bring a new source on-
line after the required monitoring date for the PWS. The State may 
determine that monitoring should be conducted before a new plant or 
source is brought on-line or initiated within some time period 
afterward. The new source monitoring must meet all LT2ESWTR 
requirements as specified previously in this section. The PWS must also 
determine its treatment bin classification and comply with any 
additional Cryptosporidium treatment requirements based on the 
monitoring results on a schedule approved by the State.
2. Background and Analysis
    Monitoring requirements in today's rule are designed to ascertain 
Cryptosporidium levels with suitable accuracy for making treatment bin 
classifications and in a time frame that does not delay the 
installation of Cryptosporidium treatment where needed. The following 
discussion summarizes the basis for monitoring requirements with 
respect to sampling parameters and frequency, sampling location, 
sampling schedule, monitoring plants that operate for only part of the 
year, failing to monitor, grandfathering previously collected data, 
ongoing watershed assessment, and the second round of monitoring. Most 
of these requirements were part of the August 11, 2003, proposal for 
today's final rule, and supporting analyses are presented in greater 
detail in the proposal (USEPA 2003a). Differences from proposed 
requirements are noted in the following discussion where applicable.
    a. Sampling parameters and frequency. The requirements in today's 
final rule for the parameters and frequency of source water monitoring 
are unchanged from those in the proposed rule (USEPA 2003a), with the 
exception of an additional option for lower frequency Cryptosporidium 
sampling by small PWSs. These requirements reflect recommendations by 
the Stage 2 M-DBP Advisory Committee. They are designed to ensure a low 
potential for misclassification in assigning PWSs to Cryptosporidium 
treatment bins. The supporting analyses are summarized as follows for 
Cryptosporidium and indicator (E. coli) monitoring:

Cryptosporidium Monitoring

    EPA analyzed bin misclassification rates for different 
Cryptosporidium monitoring programs by evaluating the likelihood of two 
types of errors:
    (1) A PWS with a true mean Cryptosporidium concentration of 0.5-log 
(i.e., factor of 3.2) above a bin boundary is incorrectly assigned to a 
lower bin (false negative) and
    (2) A PWS with a true mean concentration of 0.5-log below a bin 
boundary is incorrectly assigned to a higher bin (false positive).
    The first type of error, a false negative, could lead to PWSs not 
providing an adequate level of treatment while the second type of 
error, a false positive, could lead to PWSs incurring additional costs 
for unnecessary treatment.
    EPA evaluated false positive and false negative rates for 
monitoring programs that differed based on the number of samples 
collected and the calculation used to determine the bin classification. 
The analysis accounted for the sample volume assayed, variation in 
source water Cryptosporidium occurrence, variation in analytical method 
recovery, and other factors.
    Results of this analysis indicate that PWSs must collect at least 
24 samples in order to keep the likelihood of both false positives and 
false negatives at five

[[Page 668]]

percent or less. Under a monitoring program involving fewer samples, 
such as eight or twelve, a very conservative calculation for bin 
classification would be required to achieve a low false negative rate 
(e.g., bin classification based on the maximum or second highest sample 
concentration). However, such an approach would result in false 
positive rates in the range of 50 to 70 percent. Conversely, collecting 
more than 24 samples can further reduce false positive and false 
negative rates, albeit to a small degree. See the proposed LT2ESWTR for 
additional details on this analysis (USEPA 2003a).
    Based on the results of this analysis, EPA concluded that PWSs 
operating year-round should collect at least 24 samples when they 
monitor for Cryptosporidium. This number of samples ensures a high 
likelihood of appropriate bin classification. Today's rule does not 
allow bin classification based on fewer samples (except in the case of 
PWSs operating only part of the year) as this would involve 
unacceptably high false positive or false negative rates and would, 
therefore, be an inappropriate basis to determine Cryptosporidium 
treatment requirements. EPA believes, though, that PWSs should have the 
choice to collect more than 24 samples to further improve the accuracy 
of bin classification, and today's rule allows this.
    In regard to the time frame for LT2ESWTR monitoring, the Agency 
considered the trade-off between monitoring over a long period to 
better capture temporal fluctuations and the desire to prescribe 
additional treatment quickly to PWSs with higher Cryptosporidium 
levels. Today's rule requires large PWSs to evaluate their source water 
Cryptosporidium levels using two years of monitoring. This will account 
for some degree of yearly variability, without significantly delaying 
additional public health protection where needed.
    Because many small PWSs will monitor for E. coli for one year 
before monitoring for Cryptosporidium, today's rule allows two options. 
Small PWSs can collect 24 Cryptosporidium samples over just one year 
(resulting in a total of two years of source water monitoring when E. 
coli monitoring is considered) or they can spread their 24 
Cryptosporidium samples over two years. Spreading the Cryptosporidium 
monitoring over two years will reduce the monitoring costs a PWS incurs 
in a single year but will not push back the treatment compliance 
deadline. This allowance for small PWSs to monitor for Cryptosporidium 
over two years is a change from the proposal (USEPA 2003a). It stems 
from recognition of the benefit this approach will provide to some 
small PWSs in budgeting for monitoring.

Indicator Monitoring

    Due to the relatively high cost of analyzing samples for 
Cryptosporidium, the Advisory Committee and EPA investigated indicators 
that are less costly to analyze to determine if any could be used in 
place of Cryptosporidium monitoring. No indicators were identified that 
correlated strongly with Cryptosporidium and could fully substitute for 
Cryptosporidium monitoring for determining treatment bin 
classifications. However, this investigation did identify an indicator, 
E. coli, that can be used to identify some of the water sources that 
are unlikely to exceed a Cryptosporidium level of 0.075 oocysts/L--the 
level at which filtered PWSs must provide additional treatment under 
the LT2ESWTR.
    Data from the ICR and ICRSS were used in the investigation of 
indicators. With these data, E. coli performed the best in identifying 
sources with low Cryptosporidium levels. In addition, analyzing plants 
separately based on source water type was necessary due to a different 
relationship between E. coli and Cryptosporidium in reservoir/lake 
sources compared to flowing stream sources.
    The analysis of E. coli concentrations that could trigger 
Cryptosporidium monitoring was based on false negative and false 
positive rates. For this indicator, false negatives occur when sources 
do not exceed the E. coli trigger value but exceed a Cryptosporidium 
level of 0.075 oocysts/L. False positives occur when sources exceed the 
E. coli trigger value but do not exceed a Cryptosporidium level of 
0.075 oocysts/L. The false negative rate is critical because it 
characterizes the ability of the indicator to identify those plants 
with higher Cryptosporidium levels that should conduct Cryptosporidium 
monitoring to determine if additional treatment is needed.
    For plants with flowing stream sources, a mean E. coli trigger 
concentration of 50/100 mL produced zero false negatives for both ICR 
and ICRSS data sets. This means that in these data sets, all plants 
that exceeded mean Cryptosporidium concentrations of 0.075 oocysts/L 
also exceeded the E. coli trigger concentration. The false positive 
rate for this trigger concentration was near 50 percent, meaning it was 
not highly specific in targeting only those plants with high 
Cryptosporidium levels. However, at a higher E. coli trigger 
concentration, such as 100/100 mL, the false negative rate increased 
without a significant reduction in the false positive rate.
    For plants with lake or reservoir sources, a mean E. coli trigger 
of 10/100 mL resulted in a false negative rate of 20 percent with ICR 
data and 67 percent with ICRSS data. While this false negative rate in 
the ICRSS data set appears high, it is based on just three plants in 
this survey that used a reservoir/lake source and had a mean 
Cryptosporidium level above 0.075 oocysts/L. With a lower E. coli 
trigger concentration, such as 5/100 mL, the number of false negatives 
in both data sets decreased by one plant, but the false positive rate 
increased from 20 to 40 percent.
    After evaluating these results, the Advisory Committee recommended 
that all large PWSs monitor for Cryptosporidium, rather than using E. 
coli in a screening analysis. EPA concurred with this recommendation 
because it achieves the highest certainty that these PWSs will be 
classified in the correct Cryptosporidium treatment bin and provide the 
appropriate level of public health protection. In addition, the 
Advisory Committee recommended and today's rule requires that large 
filtered PWSs collect E. coli and turbidity samples along with 
Cryptosporidium. EPA will use these data to confirm or, if necessary, 
further refine the use of E. coli and possibly turbidity as indicators 
for monitoring by small filtered PWSs.
    Cryptosporidium monitoring places a relatively greater economic 
burden on small PWSs, and EPA will have additional E. coli and 
Cryptosporidium data from large PWS monitoring prior to the initiation 
of small PWS monitoring. Based on these considerations and the 
available data on E. coli as an indicator of sources with lower 
Cryptosporidium levels, the Advisory Committee recommended that small 
filtered PWSs initially monitor for E. coli for one year as a screening 
analysis. Biweekly sampling (i.e., 1 sample every two weeks) for E. 
coli is required to achieve high confidence in the results, since no 
additional monitoring is required if the E. coli level is less than the 
trigger value. Mean E. coli concentrations above 10 and 50/100 mL 
trigger Cryptosporidium monitoring in PWSs using reservoir/lake and 
flowing stream sources, respectively.
    EPA concurred with these recommendations by the Advisory Committee 
and believes they achieve an appropriate balance between enhancing

[[Page 669]]

public health protection and reducing the economic impact of today's 
rule on small PWSs. Survey data indicate that approximately 75 to 80 
percent of small PWSs will not exceed the E. coli trigger values and, 
consequently, will not be required to monitor for Cryptosporidium. 
Because E. coli is far less costly to analyze than Cryptosporidium 
(costs listed in USEPA 2005a), this approach will significantly reduce 
the burden of today's rule for these PWSs. Further, EPA will review 
indicator data from large PWS monitoring and, if appropriate, issue 
guidance to States on alternative indicator triggers prior to when 
small PWSs begin monitoring. Today's rule allows States to approve 
alternative approaches to indicator monitoring for small PWSs.
    EPA could not identify an indicator screening analysis for 
unfiltered PWSs. As described in section IV.C, a mean Cryptosporidium 
concentration of 0.01 oocysts/L determines whether unfiltered PWSs are 
required to provide 2- or 3-log Cryptosporidium inactivation. No E. 
coli concentration was effective in determining whether PWSs were 
likely to fall above or below this level. Consequently, today's rule 
requires all unfiltered PWSs to monitor for Cryptosporidium, unless 
they choose to provide 3-log Cryptosporidium inactivation.
    b. Sampling location. The requirements in today's final rule for 
the source water sample collection location are similar to those in the 
proposed rule (USEPA 2003a). They are designed to achieve two 
objectives: (1) Characterize the influent water to the treatment plant 
at the time each sample is collected and (2) ensure that samples are 
not affected by treatment chemicals that could interfere with 
Cryptosporidium analysis.
    The first objective is the basis for requiring PWSs that use 
multiple sources to either analyze a blended source sample or calculate 
a weighted average of sources that reflects the influent at the time of 
sample collection. It is also the reason that PWSs are required to 
sample after certain pretreatment processes like bank filtration 
(described in section IV.D) that do not involve chemical addition.
    The second objective is why PWSs are generally required to sample 
upstream of chemical addition and prior to backwash addition (for PWSs 
that recycle filter backwash). However, EPA recognizes that in some 
situations, sampling prior to chemical addition will not be feasible 
and discontinuing chemical addition for a period of time prior to 
sampling will not be advisable. This situation could occur when a 
treatment chemical is added at an intake that is difficult to access. 
Further, some treatment chemicals may not interfere with 
Cryptosporidium analyses when present at very low levels. Consequently, 
today's rule allows States to approve PWSs sampling after chemical 
addition when the State determines that collection prior to chemical 
treatment is not feasible and the treatment chemical is not expected to 
interfere with the analysis of the sample.
    EPA believes that States should review source water monitoring 
locations for their PWSs. State review of monitoring locations will 
ensure that PWSs collect source water samples at the correct location 
to determine the appropriate level of public health protection. 
Consequently, today's rule requires PWSs to report a description of 
their monitoring location to the State. This requirement is a change 
from the proposed rule, which did not require PWSs to report a 
description of their sampling location (USEPA 2003a). This change 
reflects public comment on the proposal, as described later, which 
strongly supported State review of monitoring locations. If a PWS does 
not hear back from the State by the time it is scheduled to begin 
sampling, it may assume that its monitoring location is acceptable.
    c. Sampling schedule. The requirement in today's final rule that 
PWSs must develop a schedule for sample collection before the start of 
monitoring was part of the proposal (USEPA 2003a). This requirement 
will help to ensure that monitoring determines the mean concentration 
of Cryptosporidium in the treatment plant influent. To achieve this 
objective, the timing of sample collection must not be adjusted in 
response to fluctuations in water quality--for example, the avoidance 
of sampling when the influent water is expected to be of poor quality.
    EPA believes that the 5-day window for sample collection and 
associated allowances for sampling outside this window provide 
sufficient flexibility. If circumstances arise that prevent the PWS 
from sampling within the scheduled 5-day window, such as a weather 
event or plant emergency, the PWS must collect a sample as soon as 
feasible. In this case, feasibility includes both the ability of the 
PWS to safely collect a sample and the availability of an approved 
laboratory to conduct the analysis within method specifications. In 
addition, today's rule allows States to authorize a different date for 
collecting the delayed sample. Such an authorization may be appropriate 
in cases where sampling is significantly delayed and collecting the 
delayed sample during the same time period in the following year of 
monitoring is preferable.
    PWSs that collect a sample as scheduled but are unable to have the 
sample analyzed as required due to problems like shipping or laboratory 
analysis must collect a replacement sample within 21 days of receiving 
information that one is needed, unless the PWS demonstrates that 
collecting a replacement sample within this time frame is not feasible. 
This time frame is a minor change from the proposal, which allowed only 
14 days for resampling (USEPA 2003a), and it provides greater 
flexibility for scheduling replacement samples. Information that 
resampling is needed includes information the PWS acquires directly, as 
well as notice from the shipping company, laboratory, State, or EPA. 
Today's rule allows States to authorize an alternative date for 
collection of the replacement sample. This may be needed for resampling 
to occur during the same conditions as the originally scheduled sample.
    If collecting a sample was feasible but the PWS failed to do so, 
EPA believes that the PWSs must develop a revised sampling schedule and 
submit it to the State. This will allow for State consultation 
regarding the reason for the missed sample(s) and strategies for the 
PWS to complete the required monitoring.
    d. Plants operating only part of the year. The proposed LT2ESWTR 
did not include distinct monitoring requirements for plants that 
operate only part-year. However, EPA requested comment in the proposal 
on an approach to plants that operate only part-year that is similar to 
the requirements in today's final rule (USEPA 2003a).
    Monitoring requirements for plants that operate only part-year 
derive from three considerations: (1) A PWS should sample only during 
the months when a treatment plant operates; (2) the mean 
Cryptosporidium level used for bin classification can be determined 
with fewer samples in plants that operate only part-year because source 
water quality typically varies less during the shorter operating 
period; and (3) a minimum number of samples is necessary to classify 
any plant in an LT2ESWTR bin with high confidence.
    The basis for the first consideration is straightforward. Source 
water monitoring under the LT2ESWTR is used to establish treatment 
requirements, and these should be based

[[Page 670]]

on the water quality when a plant is in operation. The rationale for 
the second and third considerations stems from analyses, similar to 
those described previously, of potential misclassification rates in 
assigning plants to LT2ESWTR treatment bins.
    Source water variability is one factor that influences the number 
of samples needed to accurately classify plants in LT2ESWTR treatment 
bins. As variability increases, more samples are needed to determine 
the mean Cryptosporidium level with high confidence. EPA does not have 
data on source water variability specifically in plants that operate 
only part-year. However, survey data show that pathogen levels vary 
seasonally, and plants operating part-year will generally experience 
less variability during a given year than plants operating year-round. 
Consequently, fewer samples are typically needed to determine the mean 
Cryptosporidium level during the period of operation for a part-year plant.
    Nevertheless, even when a plant operates for only a few months per 
year and source water exhibits little variability, a minimum number of 
samples is necessary for bin classification. This is due to the 
relatively low sample volume, variable method recovery, nonhomogeneous 
distribution of Cryptosporidium in water, and other factors that limit 
the accuracy of any individual sample for characterizing the source 
water. Data suggest that for plants operating for six months per year 
or less, collecting a minimum of six samples per year over two years 
may allow bin classification with comparable accuracy to that achieved 
by year-round plants sampling monthly (USEPA 2005a).
    Based on these considerations, today's rule requires similar source 
water monitoring for plants that operate only part-year during their 
months of operation as is required for year-round plants. However, if 
the plant is required to monitor for Cryptosporidium and operates for 
six months or less, the PWS must collect at least six Cryptosporidium 
samples per year over two years.
    e. Failing to monitor. Requirements for PWSs that fail to conduct 
source water monitoring are based on the need for PWSs to determine a 
Cryptosporidium bin classification and provide the appropriate level of 
public health protection within the compliance time frame. The LT2ESWTR 
proposal required PWSs that did not complete all source water 
monitoring requirements to meet the requirements of the highest 
treatment bin (USEPA 2003a). In today's final rule, EPA has 
significantly changed requirements from those in the proposal for PWSs 
that fail to monitor. These changes are intended to give States more 
flexibility in working with PWSs to fulfill monitoring requirements and 
ensure they achieve the appropriate Cryptosporidium treatment level.
    For most monitoring and testing procedure violations under the 
LT2ESWTR, PWSs must provide a Tier 3 public notification, which is 
standard for this type of violation under an NPDWR. However, if a PWS 
fails to collect three or more Cryptosporidium samples, the violation 
is elevated to a Tier 2 special public notice. The reason for elevating 
the public notice at this point is the persistence of the violation and 
the difficulty the PWS will have in collecting the required number of 
samples for bin classification by the compliance date. Section IV.H 
provides further details on public notice requirements of the LT2ESWTR.
    As described in section IV.G, today's rule requires bin 
classification within six months following the end of the monitoring 
period specified for the PWS. This six-month period provides some 
opportunity for collecting and analyzing missed samples. The number of 
samples that can be made up in this period is limited, though, due to 
the need for samples to be evenly distributed throughout the year, as 
well as for PWSs and States to spend time during this period evaluating 
monitoring results to determine bin classification. In consideration of 
these factors, EPA believes that elevating the public notice when a PWS 
has missed three or more Cryptosporidium samples is appropriate. This 
violation will end when the State determines that the PWS has begun 
sampling on a schedule to collect the required number of samples.
    Failure by a PWS to collect the required number of Cryptosporidium 
samples for bin classification by the compliance date is a treatment 
technique violation with a required Tier 2 public notice. This 
violation reflects the inability of the PWS to determine and comply 
with its Cryptosporidium treatment requirements under the LT2ESWTR and 
provide the appropriate level of public health protection. The 
violation ends when the State determines that the PWS is carrying out a 
monitoring plan that will lead to bin classification. A PWS that has 
already provided a Tier 2 public notice for missing three sampling 
dates and is successfully meeting a State-approved sampling schedule is 
not required to issue another public notice for missing the bin 
classification date. Alternatively, the PWS can choose to provide the 
highest level of Cryptosporidium treatment required under the rule, 
which is 5.5-log for filtered PWSs and 3-log for unfiltered PWSs.
    f. Grandfathering previously collected data. Requirements for 
grandfathering previously collected monitoring data in today's final 
rule are similar to those in the proposal (USEPA 2003a). These 
requirements are based on the principle that to be eligible for 
grandfathering, previously collected data must be equivalent in quality 
to data that will be collected under the rule.
    The Stage 2 M-DBP Advisory Committee recommended that EPA accept 
previously collected Cryptosporidium data that are ``equivalent in 
sample number, frequency, and data quality (e.g. volume analyzed, 
percent recovery) to data that would be collected under the LT2ESWTR * 
* * to determine bin classification in lieu of further monitoring'' 
(USEPA 2000a). The Advisory Committee recognized that accepting 
previously collected data could have a number of benefits, including 
early determination of LT2ESWTR compliance needs, increasing laboratory 
capacity, and allowing PWSs to determine their bin classification using 
a larger, and potentially more representative, data set.
    To ensure equivalent data quality, today's rule requires that 
grandfathered data meet the same requirements for analytical methods, 
sampling location, and sample volume as data collected under the rule. 
PWSs must not selectively report monitoring results for grandfathering. 
Further, grandfathered Cryptosporidium data must generally be collected 
at least monthly and on a regular schedule, with the same provisions 
for delayed or replacement samples as allowed for regular monitoring. 
Today's final rule differs from the proposal, however, in making 
allowances for use of previously collected data where irregularities or 
gaps in the sampling frequency occur.
    EPA recognizes that when PWSs collected Cryptosporidium data prior 
to the proposed or final LT2ESWTR, there may have been months when a 
PWS either failed to collect or lost a sample due to problems with 
equipment, transportation, laboratory analysis, or other reasons. If 
the PWS did not collect a replacement sample, gaps in the previously 
collected data set occurred. EPA believes that grandfathering of such a 
data set may be appropriate despite these gaps if the PWS conducts 
additional monitoring, as necessary, to ``fill-in'' gaps and ensure 
that the data set is unbiased. Consequently, today's rule allows 
grandfathering of data with

[[Page 671]]

gaps in the sampling frequency if approved by the State.
    In addition, if the frequency of sampling in a previously collected 
data set varies, EPA believes the data could still be appropriate for 
use in bin classification. For example, a PWS might have sampled for 
Cryptosporidium once per month for a number of months and then 
increased the sampling frequency to twice per month. Today's rule 
allows the use of such a data set. However, to avoid bias, the PWS must 
calculate a monthly average for each month of sampling and then 
determine the bin classification using these monthly averages, rather 
than the individual sample concentrations.
    Today's rule requires PWSs that plan to grandfather monitoring data 
to notify EPA or the State regarding the number and time span of sample 
results no later than three months prior to when the PWS must begin 
monitoring. The timing for submission of this notice is concurrent with 
the submission of a sampling schedule. This notification is necessary 
for the State to determine that a PWS is not required to submit a 
sampling schedule (when a PWS will fully comply with initial monitoring 
through grandfathering) or that a sampling schedule may include less 
than the full number of required samples (when a PWS will conduct new 
monitoring in conjunction with grandfathering to complete a data set). 
Further, this notice will assist EPA and States in determining the 
resources necessary to ensure timely review of grandfathered data.
    PWSs must submit all monitoring results for grandfathering to EPA 
or the State, along with required supporting documentation, no later 
than two months after the PWS is required to begin monitoring. This 
timing will allow a PWS to continue collecting data for grandfathering 
until the month the PWS is required to begin monitoring under today's 
rule, plus an additional two months for sample analysis and compilation 
of the data for submission.
    This reporting deadline for grandfathering monitoring results is a 
change from the proposed rule. In the proposal, a PWS that intended to 
grandfather data in lieu of conducting new monitoring under the rule 
had to submit its grandfathered results no later than four months prior 
to when the PWS was otherwise required to begin monitoring under the 
rule. This proposed approach had the shortcoming that a PWS could not 
complete its monitoring for grandfathering within this four month 
period. In today's final rule, a PWS may continue monitoring for 
grandfathering all the way until the date when the PWS must begin 
monitoring under the rule, if necessary. PWSs that conclude their 
monitoring for grandfathering earlier may submit the data at an earlier 
date.
    g. Ongoing watershed assessment. Treatment requirements under the 
LT2ESWTR are based on source water quality. Consequently, today's rule 
requires watershed assessment and, as described in the next section, a 
second round of monitoring following initial bin classification to 
determine if source water quality has changed to the degree that the 
treatment level should be modified. These requirements are unchanged 
from those in the proposed LT2ESWTR (USEPA 2003a), with the exception 
of an allowance for States to use programs other than the sanitary 
survey to assess changes in the watershed.
    Today's rule leverages the existing requirement for States to 
perform sanitary surveys on surface water PWSs. During the source water 
review in the sanitary survey, today's rule requires States to 
determine if significant changes have occurred in the watershed that 
could lead to increased contamination by Cryptosporidium. The State can 
also choose to make this determination through an equivalent review of 
the source water under a program other than the sanitary survey, such 
as a Source Water Protection Assessment. If the State determines that 
significant changes have occurred, the State may specify that the PWS 
conduct additional source water monitoring or treat the potential 
contamination. This approach allows the PWS and State to respond to a 
significant change in source water quality prior to initiating a second 
round of monitoring or any time thereafter.
    h. Second round of monitoring. A more rigorous reassessment of the 
source water occurs through a second round of monitoring that begins 
six years after initial bin classification. If EPA does not develop and 
finalize modifications to the LT2ESWTR prior to the date when PWSs must 
begin the second round of monitoring, then this second round must 
conform to the same requirements that applied to the initial round of 
monitoring. PWSs may be classified in a different treatment bin, 
depending on the results of the second round of monitoring.
    The Stage 2 M-DBP Advisory Committee recommended that EPA initiate 
a stakeholder process several years prior to the second round of 
monitoring to review new information and determine if today's rule 
should be modified. If the Agency modifies the LT2ESWTR, the second 
round of monitoring would potentially involve a new analytical method 
and a different treatment bin structure.
3. Summary of Major Comments
    Public comment on the August 11, 2003, LT2ESWTR proposal generally 
supported the use of source water monitoring to determine additional 
treatment requirements. The following discussion summarizes major 
comments and EPA's responses in regard to sampling parameters and 
frequency, sampling location, sampling schedule, monitoring plants that 
operate only part-year, failing to monitor, providing treatment instead 
of monitoring, grandfathering previously collected data, ongoing source 
water assessment, second round of monitoring, and new source monitoring.
    a. Sampling parameters and frequency. Most commenters supported the 
proposed requirements for large PWSs to sample monthly for 
Cryptosporidium, as well as for E. coli and turbidity in filtered PWSs, 
for 24 months. Alternatives recommended by some commenters included 
ending monitoring after one year if no oocysts are detected, allowing 
large PWSs to use an E. coli screening analysis to determine if 
Cryptosporidium monitoring is necessary, and using watershed data to 
determine treatment needs instead of source water monitoring.
    In response, EPA continues to believe that large PWSs should 
complete 24 months of Cryptosporidium monitoring, regardless of the 
first-year results, in order to capture a degree of annual variability 
in Cryptosporidium occurrence. Moreover, for the reasons discussed 
previously in this preamble, EPA continues to support the Advisory 
Committee recommendation that all large PWSs should monitor for 
Cryptosporidium, rather than use the E. coli screening analysis. EPA is 
not aware of studies that support the use of other watershed data in 
place of Cryptosporidium monitoring to determine treatment needs.
    Regarding requirements for small PWSs, most commenters supported 
the E. coli screening analysis for small filtered PWSs. Several 
commenters recommended more options for Cryptosporidium monitoring by 
small PWSs, such as allowing monitoring to be spread over two years, 
instead of the one year required in the proposal, or allowing fewer 
samples. EPA agrees that budgeting for Cryptosporidium monitoring by 
some small PWSs will be easier if it is spread over two years, and 
today's rule allows this as an option.

[[Page 672]]

However, based on the analysis of false negative and false positive 
rates described previously, EPA continues to believe that at least 24 
Cryptosporidium samples are necessary to determine the appropriate bin 
classification for year-round plants.
    b. Sampling location. With respect to sampling location 
requirements, several commenters recommended that PWSs be allowed to 
collect samples either before or after pretreatment processes. These 
commenters stated that the chemicals used in pretreatment processes are 
unlikely to affect the analysis of Cryptosporidium oocysts at typical 
concentrations. Further, where sampling is conducted prior to a 
pretreatment process like presedimentation, commenters supported 
allowing PWSs to receive additional treatment credit for the process.
    In response, EPA continues to believe that common pretreatment 
chemicals like oxidants and coagulants have the potential to adversely 
affect the performance of Cryptosporidium analytical methods. 
Consequently, today's rule requires that in most cases, PWSs must 
sample upstream of chemical addition. Where PWSs sample prior to 
pretreatment processes like presedimentation with coagulation, they are 
eligible to receive additional treatment credit for the process. 
However, if sampling prior to chemical addition is not feasible for a 
particular plant and the treatment chemical is present at a very low 
level that is unlikely to interfere with sample analysis, the State may 
approve sampling after chemical addition.
    Many commenters recommended that States approve sampling locations 
for their PWSs. Commenters indicated that State review and approval of 
monitoring plans will help to prevent confusion and PWSs potentially 
sampling at an incorrect location. EPA agrees with these commenters and 
has established a requirement in today's rule for PWSs to report a 
description of the sampling location to the State. If a PWS does not 
hear back from the State by the time it is scheduled to begin sampling, 
it may assume that its monitoring location is acceptable.
    c. Sampling schedule. In regard to sampling schedule requirements, 
several commenters requested that PWSs be given a time window larger 
than 5 days around scheduled sampling dates to collect samples. 
Recommended alternatives included a 7 or 9-day window, or only 
requiring that PWSs collect a sample within a specified month. In 
addition, commenters identified situations that interfere with sample 
collection, such as plant interruptions and laboratory or 
transportation problems, and noted that some of these are outside the 
conditions under which the proposal allowed a PWS to collect a delayed 
or replacement sample without penalty.
    In response, EPA continues to believe that for routine sample 
collection, a 5-day window provides sufficient flexibility, given that 
PWSs will pick the sampling days and can schedule around holidays, 
weekends, and other times when sampling would be problematic. However, 
today's rule allows PWSs to sample outside of this window without 
penalty if necessary due to unforeseen conditions. Further, if a PWS 
collects a sample but is unable to have it analyzed due to problems 
with equipment, transportation or the laboratory, today's rule allows 
the PWS to collect a replacement sample without penalty.
    In regard to the time frame for collecting missed or replacement 
samples, commenters recommended a number of approaches. These include 
adding extra sampling days to the original sampling schedule, which a 
PWS could then use in the event of missed sampling dates, and allowing 
PWSs to collect make-up samples either immediately after the scheduled 
sampling date or at the end of the monitoring period.
    In general, EPA considers it preferable for PWSs to collect missed 
or replacement samples as close as is feasible to scheduled sampling 
dates. However, if there is a significant delay with respect to the 
original sampling date, collecting make-up samples at an alternate time 
may be appropriate to ensure that sampling results are seasonally 
representative. Therefore, today's rule requires PWSs to collect a 
missed sample as close as is feasible to the scheduled sampling date, 
and to collect replacement samples within 21 days of receiving 
information that one is needed, unless doing so within this time frame 
is not feasible. However, the State can authorize alternative sampling 
dates so that monitoring is not seasonally biased. This could include 
sampling during the same time in the following year, if the missed 
sample occurred during the first year of monitoring, or sampling after 
the end of the scheduled monitoring period.
    d. Plants operating only part of the year. Commenters on monitoring 
requirements for surface water plants that operate for only part of the 
year generally recommended that sampling occur only during the period 
of operation. However, several different options were put forward for 
how the sampling be conducted. Some commenters recommended a minimum of 
12 samples per year for two years distributed evenly over the period 
that the plant operates. Others suggested allowing the PWS to collect 
the required number of samples over a longer time period in order to 
limit the frequency of required samples when the plant is operating. 
Several commenters said that State input is critical to determining the 
appropriate monitoring period since States may have historical 
knowledge of plant operating practices.
    In response, EPA agrees that monitoring of plants that operate only 
part-year under today's rule should be conducted only during months 
when the plant is operating, unless the State determines that a longer 
monitoring period is appropriate due to historical operating practices. 
Further, plants that operate only part-year should maintain the same 
sampling frequency as plants operating year-round, with the exception 
that plants monitoring for Cryptosporidium must collect at least six 
samples per year to allow for appropriate bin classification. EPA does 
not believe extending monitoring over more years in plants that operate 
only part-year is appropriate, as this would delay the installation of 
additional treatment where needed.
    e. Failing to monitor. Most commenters opposed automatically 
classifying PWSs in the highest treatment bin (Bin 4) if they fail to 
complete required monitoring, as the proposed rule stipulated. 
Commenters suggested alternative approaches, such as giving States the 
flexibility to address missed samples using current enforcement 
mechanisms, classifying a PWS only one level higher than the bin 
determined by the collected data, allowing an additional year of 
sampling, and allowing States to use other information (e.g., sanitary 
surveys, other monitoring data) to aid in the classification. A few 
commenters, however, supported Bin 4 classification for PWSs that fail 
to monitor, on the basis that any other approach would create an 
incentive for PWSs to stop testing if poor water quality is suspected.
    EPA agrees that States should have flexibility in dealing with PWSs 
that fail to monitor. Further, providing the highest level of treatment 
may not be in the best interests of consumers where a PWS has minor 
problems in carrying out source water monitoring. However, EPA also 
believes that violations for monitoring failures must reasonably ensure 
that PWSs complete monitoring as required to determine a bin 
classification within the compliance

[[Page 673]]

date. Failure to do so would potentially compromise public health 
protection.
    Based on these considerations, EPA has not established an automatic 
Bin 4 classification for monitoring failures under today's rule. 
Rather, if a PWS misses three or more Cryptosporidium samples, this 
persistent violation requires a Tier 2 public notice (other violations 
require a Tier 3 notice). Further, if a PWS is unable to determine a 
bin classification by the compliance date due to failure to collect the 
required number of Cryptosporidium samples, this is a treatment 
technique violation with a required Tier 2 public notice (unless the 
PWS has already issued a Tier 2 notice for missing 3 Cryptosporidium 
samples and is monitoring on a State-approved schedule). These 
violations last until the State determines that a PWS has begun 
monitoring on a schedule that will lead to bin classification or the 
PWS agrees to install treatment instead of monitoring.
    f. Providing treatment instead of monitoring. Commenters supported 
the option for a PWS to provide the highest level of Cryptosporidium 
treatment required under today's rule rather than conducting source 
water monitoring. Several commenters recommended that a PWS should be 
allowed to take this option after having initiated monitoring. EPA 
agrees, and today's rule allows a PWS to stop monitoring at any time by 
notifying the State that it will provide 5.5-log Cryptosporidium 
treatment for filtered PWSs or 3-log Cryptosporidium inactivation for 
unfiltered PWSs by the compliance deadline specified in section IV.G.
    g. Grandfathering previously collected data. With respect to 
grandfathering previously collected data, many commenters expressed 
concern with a proposed requirement that samples must have been 
collected in equal time intervals. Commenters stated that although PWSs 
may have sampled on a regular schedule, previously collected data sets 
are likely to have gaps due to samples rejected for method QC 
violations or periods when the PWS was unable to collect a sample. In 
addition, there are instances where PWSs have changed the frequency of 
sampling, such as from monthly to twice per month.
    EPA agrees that if a PWS has collected samples according to a 
regular schedule and met other data quality standards, then rejecting a 
large data set due to isolated gaps in the sampling frequency would be 
inappropriate. Consequently, today's rule allows States to approve 
grandfathering of previously collected data with omissions in the 
sampling interval, provided the PWS conducts additional monitoring if 
required by the State to ensure the data set is seasonally 
representative. Further, PWSs may grandfather previously collected data 
sets in which the sampling frequency varies, as long as samples were 
collected at least monthly. In this situation, PWSs must use monthly 
average concentrations, rather than individual sample concentrations, 
for bin classification.
    With respect to data quality standards, such as meeting analytical 
method QC criteria, sampling at the correct location, and analyzing the 
minimum sample volume, several commenters stated that EPA should apply 
the same acceptance standards to previously collected data as are 
applied to data collected under today's rule. Other commenters, though, 
suggested that States should have the flexibility to accept previously 
collected data that deviate from the data quality standards for 
monitoring under the rule. These commenters stated that such data sets 
might include samples collected over a longer period of time and may 
reflect more worst-case weather events.
    In response, EPA believes that data quality standards should be 
uniformly applied under today's rule, so that previously collected data 
should not be held to a lower standard than new data or evaluated 
differently from State to State. The requirements in today's rule with 
respect to Cryptosporidium analytical methods and minimum sample volume 
reflect recommendations of the Advisory Committee, which also 
recommended that the same data quality standards be applied for 
grandfathering. Further, because today's rule allows PWSs to collect 
make-up samples to address gaps in previously collected data sets, PWSs 
will have the opportunity to collect make-up samples for results that 
are rejected due to data quality standards without losing an entire 
data set.
    In regard to notification of the acceptability of data for 
grandfathering, commenters recommended that if previously collected 
data submitted by a PWS are rejected, the PWS should have at least two 
months between notification and the date new monitoring must be 
initiated. These two months will give the PWS time to address rejection 
of the data and prepare for sampling. EPA agrees with this 
recommendation. Under today's rule, if a PWS properly submits a 
complete data set for grandfathering and the PWS must conduct new 
monitoring due to rejection of the data, the PWS has at least two 
months following notification by the State to initiate sampling.
    h. Ongoing watershed assessment. Commenters asked for greater 
flexibility in the requirement for States to determine whether there 
have been significant changes in the watersheds of their PWSs that 
could lead to increased contamination. The proposed rule specified that 
States must make this determination during sanitary surveys. However, 
several commenters noted that some States perform source water 
protection assessments on the same frequency as sanitary surveys, and 
these detailed assessments might be a better mechanism to monitor 
changes in the watershed. EPA agrees and today's rule allows States to 
determine whether significant changes have occurred in the watershed 
through either a sanitary survey or an equivalent review of the source 
water under another program.
    i. Second round of monitoring. Some commenters supported the 
proposed requirement for a second round of source water monitoring, but 
most opposed requiring it for all PWSs. These commenters recommended 
that States should be authorized to use sanitary surveys, source water 
assessments, ambient water quality data, treatment plant data, and 
other information to determine if a second round of monitoring is 
necessary for a PWS. Some commenters suggested that EPA fund research 
to allow the use of finished water monitoring as the determinant for 
treatment requirements in a second round of monitoring.
    In response, EPA continues to believe that PWSs should conduct a 
second round of monitoring to determine if the level of treatment 
required as a result of the first round of monitoring is still 
appropriate. Consequently, today's rule requires this. However, EPA 
agrees that prior to a second round of monitoring, the Agency should 
evaluate the results of the first round of monitoring, along with 
whatever new information is available on Cryptosporidium analytical 
methods, risk, and other relevant issues. If EPA determines that there 
should be changes to the requirements for a second round of monitoring 
in today's rule, the Agency will issue a new rule establishing those 
changes.
    j. New source monitoring. EPA requested comment in the proposal on 
monitoring requirements for new plants and sources (USEPA 2003a). Most 
commenters recommended that new plants and sources undergo monitoring 
equivalent to that required for existing plants and sources, and 
suggested that States should have discretion to determine when 
monitoring should take place. EPA agrees with these recommendations and 
today's rule requires PWS to conduct source water

[[Page 674]]

monitoring for new plants and sources on a schedule approved by the 
State. This schedule must include dates for the PWS to determine its 
treatment bin classification and, if necessary, comply with additional 
Cryptosporidium treatment requirements.

B. Filtered System Cryptosporidium Treatment Requirements

1. Today's Rule
    Today's rule requires filtered PWSs using surface water or GWUDI 
sources to provide greater levels of treatment if their source waters 
have higher concentrations of Cryptosporidium. Specifically, filtered 
PWSs are classified in one of four treatment bins based on results from 
the source water monitoring described in the previous section. PWSs 
classified in the lowest concentration bin are subject to no additional 
treatment requirements, while PWSs assigned to higher concentration 
bins must reduce Cryptosporidium levels beyond IESWTR and LT1ESWTR 
requirements. All PWSs must continue to comply with the requirements of 
the SWTR, IESWTR, and LT1ESWTR, as applicable.
    This section addresses procedures for classifying filtered PWSs in 
Cryptosporidium treatment bins and the treatment requirements 
associated with each bin. Section IV.D presents the treatment and 
control options, collectively termed the ``microbial toolbox,'' that 
PWSs must use to meet additional Cryptosporidium treatment requirements 
under today's rule.
    a. Bin classification. After completing initial source water 
monitoring, filtered PWSs must calculate a Cryptosporidium bin 
concentration for each treatment plant where Cryptosporidium monitoring 
is required. This Cryptosporidium bin concentration is used to classify 
filtration plants in one of the four treatment bins shown in Table IV.B-1.

        Table IV.B-1.--Bin Classification Table for Filtered PWSs
------------------------------------------------------------------------
                                with a Cryptosporidium       The bin
      For PWSs that are:        bin concentration of .   classification
                                          . .               is . . .
------------------------------------------------------------------------
* * * required to monitor for   less than 0.075         Bin 1.
 Cryptosporidium.                oocysts/L.
                                0.075 oocysts/L or      Bin 2.
                                 higher, but less than
                                 1.0 oocysts/L.
                                1.0 oocysts/L or        Bin 3.
                                 higher, but less than
                                 3.0 oocysts/L.
                                3.0 oocysts/L or        Bin 4.
                                 higher.
* * * serving fewer than        NA....................  Bin 1.
 10,000 people and NOT
 required to monitor for
 Cryptosporidium \1\.
------------------------------------------------------------------------
\1\ Filtered PWSs serving fewer than 10,000 people are not required to
  monitor for Cryptosporidium if they monitor for E. coli and
  demonstrate a mean concentration of E. coli less than or equal to 10/
  100 mL for lake/reservoir sources or 50/100 mL for flowing stream
  sources or do not exceed an alternative State-approved indicator
  trigger (see section IV.A.1).

    In general, the Cryptosporidium bin concentration is calculated by 
averaging individual sample results from one or more years of 
monitoring. Specific procedures vary, however, depending on the 
frequency and duration of monitoring. These procedures are as follows:
    (1) For PWSs that collect a total of at least 24 but not more than 
47 Cryptosporidium samples over two or more years, the Cryptosporidium 
bin concentration is equal to the highest arithmetic mean of all sample 
concentrations in any 12 consecutive months of Cryptosporidium monitoring.
    (2) For PWSs that collect a total of at least 48 samples, the 
Cryptosporidium bin concentration is equal to the arithmetic mean of 
all sample concentrations.
    (3) For PWSs that serve fewer than 10,000 people and monitor for 
Cryptosporidium for only one year (i.e., collect 24 samples in 12 
months), the Cryptosporidium bin concentration is equal to the 
arithmetic mean of all sample concentrations.
    (4) For PWSs with plants that operate only part-year that monitor 
for less than 12 months per year, the Cryptosporidium bin concentration 
is equal to the highest arithmetic mean of all sample concentrations 
during any year of Cryptosporidium monitoring.
    In data sets with variable sampling frequency, PWSs must first 
calculate an arithmetic mean for each month of sampling and then apply 
one of these four procedures using the monthly mean concentrations. As 
described in section IV.A, PWSs may grandfather previously collected 
Cryptosporidium data where the sampling frequency varies (e.g., one 
year of monthly sampling and one year of twice-per-month sampling).
    Filtered PWSs serving fewer than 10,000 people are not required to 
monitor for Cryptosporidium if they demonstrate a mean E. coli 
concentration less than or equal to 10/100 mL for lake/reservoir 
sources or 50/100 mL for flowing stream sources or do not exceed an 
alternative State-approved indicator trigger. PWSs that meet this 
criterion are classified in Bin 1 as shown in Table IV.B-1.
    When determining the Cryptosporidium bin concentration, PWSs must 
calculate individual sample concentrations as the total number of 
oocysts counted, divided by the volume assayed (see section V.K for 
details). In samples where no oocysts are detected, the result is 
assigned a value of zero for the purpose of calculating the bin 
concentration. Sample analysis results are not adjusted for analytical 
method recovery or the percent of Cryptosporidium oocysts that are 
infectious.
    PWSs must report their treatment bin classification to the State 
for approval following initial source water monitoring (see section 
IV.G for specific compliance dates). The report must include a summary 
of the data and calculation procedure used to determine the bin 
concentration. If EPA does not amend today's rule before the second 
round of monitoring described in section IV.A, PWSs must recalculate 
their bin classification after completing the second round of 
monitoring and report the results to the State for approval. If the 
State does not respond to a PWS regarding its bin classification after 
either report, the PWS must comply with the Cryptosporidium treatment 
requirements of today's rule based on the reported bin classification.
    b. Bin treatment requirements. Table IV.B-2 shows the additional 
Cryptosporidium treatment requirements associated with the four 
treatment bins for filtered PWSs under today's rule. All filtered PWSs 
must comply with these treatment requirements based on their bin 
classification, which must be determined using the procedures just 
described.

[[Page 675]]

                     Table IV.B-2.--Treatment Requirements for LT2ESWTR Bin Classifications
----------------------------------------------------------------------------------------------------------------
                                         And you use the following filtration treatment in full compliance with
                                          the SWTR, IESWTR, and LT1ESWTR (as applicable), then your additional
                                                            treatment requirements are . . .
                                      --------------------------------------------------------------------------
 If your bin classification  is . . .  Conventional filtration
                                            treatment \1\,
                                          diatomaceous earth       Direct filtration      Alternative filtration
                                         filtration, or slow                                   technologies
                                           sand filtration
----------------------------------------------------------------------------------------------------------------
Bin 1................................  No additional treatment  No additional treatment  No additional
                                                                                          treatment.
Bin 2................................  1-log treatment \2\....  1.5-log treatment \2\..  As determined by the
                                                                                          State 2 4
Bin 3................................  2-log treatment \3\....  2.5-log treatment \3\..  As determined by the
                                                                                          State 3 5
Bin 4................................  2.5-log treatment \3\..  3-log treatment \3\....  As determined by the
                                                                                          State 3 6
----------------------------------------------------------------------------------------------------------------
\1\ Applies to a treatment train using separate, sequential, unit processes for coagulation/flocculation,
  clarification, and granular media filtration. Clarification includes any solid/liquid separation process
  following coagulation where accumulated solids are removed during this separate component of the treatment
  system.
\2\ PWSs may use any technology or combination of technologies from the microbial toolbox in section IV.D.
\3\ PWSs must achieve at least 1-log of the required treatment using ozone, chlorine dioxide, UV, membranes, bag
  filtration, cartridge filtration, or bank filtration.
\4\ Total Cryptosporidium removal and inactivation must be at least 4.0 log.
\5\ Total Cryptosporidium removal and inactivation must be at least 5.0 log.
\6\ Total Cryptosporidium removal and inactivation must be at least 5.5 log.

    The total Cryptosporidium treatment required for plants in Bins 2, 
3, and 4 is 4.0-log, 5.0-log, and 5.5-log, respectively. Conventional 
treatment (including softening), slow sand, and diatomaceous earth 
filtration plants in compliance with the IESWTR or LT1ESWTR, as 
applicable, receive a prescribed 3.0-log Cryptosporidium treatment 
credit toward these total bin treatment requirements. Accordingly, 
these plant types must provide 1.0- to 2.5-log of additional treatment 
when classified in Bins 2-4, respectively. Direct filtration plants in 
compliance with existing regulations receive a prescribed 2.5-log 
treatment credit and, consequently, must achieve 0.5-log greater 
treatment to comply with Bins 2-4. Section IV.D describes how States 
may award a level of treatment credit that differs from the prescribed 
credit based on a demonstration of performance by the PWS.
    For PWSs using alternative filtration technologies, such as 
membranes, bag filters, or cartridge filters, no prescribed treatment 
credit is available because the performance of these processes is 
specific to individual products. Consequently, when PWSs using these 
processes are classified in Bins 2-4, the State must determine 
additional treatment requirements based on the credit the State awards 
to a particular technology. The additional treatment requirements must 
ensure that plants classified in Bins 2-4 achieve total Cryptosporidium 
reductions of 4.0- to 5.5-log, respectively. Section IV.D describes 
challenge testing procedures to determine treatment credit for 
membranes, bag filters, and cartridge filters.
    PWSs can achieve additional Cryptosporidium treatment credit 
through implementing pretreatment processes like presedimentation or 
bank filtration, by developing a watershed control program, and by 
applying additional treatment steps like ozone, chlorine dioxide, UV, 
and membranes. In addition, PWSs can receive a higher level of credit 
for existing treatment processes through achieving very low filter 
effluent turbidity or through a demonstration of performance. Section 
IV.D presents criteria for awarding Cryptosporidium treatment credit to 
these and other treatment and control options, which collectively 
comprise the microbial toolbox.
    PWSs in Bin 2 can meet additional Cryptosporidium treatment 
requirements by using any option or combination of options from the 
microbial toolbox. For Bins 3 and 4, PWSs must achieve at least 1-log 
of the additional treatment requirement by using ozone, chlorine 
dioxide, UV, membranes, bag filtration, cartridge filtration, or bank 
filtration.
2. Background and Analysis
    Today's rule will increase protection against Cryptosporidium and 
other pathogens in PWSs with the highest source water contamination 
levels. This targeted approach builds upon existing regulations under 
which all filtered PWSs must provide the same level of treatment 
regardless of source water quality. EPA's intent with today's rule is 
to ensure that PWSs with higher risk source waters achieve public 
health protection commensurate with PWSs with less contaminated sources.
    The Cryptosporidium treatment requirements for filtered PWSs in 
today's rule are unchanged from the August 11, 2003 proposal (USEPA 
2003a) and reflect consensus recommendations by the Stage 2 M-DBP 
Advisory Committee (USEPA 2000a). The following discussion summarizes 
the Agency's basis for establishing risk-targeted Cryptosporidium 
treatment requirements and for setting the specific bin concentration 
ranges and treatment requirements that apply to filtered PWSs in 
today's rule.
    a. Basis for targeted treatment requirements. In developing today's 
rule, EPA evaluated the degree to which new information on 
Cryptosporidium warranted moving beyond existing regulations. As 
discussed in section III, the IESWTR established a Cryptosporidium MCLG 
of zero and requires large filtered PWSs to achieve 2-log 
Cryptosporidium removal. The LT1ESWTR extended this requirement to 
small PWSs. After these rules were promulgated, advances were made in 
analytical methods and treatment for Cryptosporidium, and EPA collected 
new information on Cryptosporidium occurrence and infectivity. 
Consequently, EPA assessed the implications of these developments for 
further controlling Cryptosporidium to approach the zero MCLG.
    The risk-targeted approach for filtered PWSs in today's final rule 
stems from four general findings based on new information on 
Cryptosporidium:
    (1) New data on Cryptosporidium infectivity suggest that the risk 
associated with a particular level of Cryptosporidium is most likely 
higher than EPA estimated at the time of earlier rules;
    (2) New data on Cryptosporidium occurrence indicate that levels are 
relatively low in most water sources, but a subset of sources has 
substantially higher concentrations;
    (3) The finding that UV light can readily inactivate 
Cryptosporidium, as well as other technology developments, makes 
achieving high levels of

[[Page 676]]

treatment for Cryptosporidium feasible for PWSs of all sizes; and
    (4) EPA Methods 1622 and 1623 are capable of assessing annual mean 
levels of Cryptosporidium in drinking water sources.
    These findings led EPA to conclude that most filtered PWSs 
currently provide sufficient treatment for Cryptosporidium, but 
additional treatment is needed in those PWSs with the highest source 
water Cryptosporidium levels to protect public health. Further, PWSs 
can characterize Cryptosporidium levels in their source waters with 
available analytical methods and can provide higher levels of treatment 
with available technologies. Consequently, risk-targeted treatment 
requirements for Cryptosporidium based on source water contamination 
levels are appropriate and feasible to implement.
    b. Basis for bin concentration ranges and treatment requirements. 
To establish the risk-targeted treatment requirements in today's rule, 
EPA had to determine the degree of treatment that should be required 
for different source water Cryptosporidium levels to protect public 
health. This determination involved addressing several questions:
    ? What is the risk associated with Cryptosporidium in a 
drinking water source?
    ? How much Cryptosporidium removal do filtration plants 
achieve?
    ? What is the appropriate statistical measure for 
classifying PWSs into treatment bins?
    ? What degree of additional treatment is needed for higher 
source water Cryptosporidium levels?
    ? How should PWSs calculate their treatment bin classification?
    This section summarizes how EPA evaluated these questions in 
developing today's rule. See the proposed LT2ESWTR for further details 
(USEPA 2003a).

What is the Risk Associated With Cryptosporidium in a Drinking Water 
Source?

    The risk of infection from Cryptosporidium in drinking water is a 
function of exposure (i.e., the dose of oocysts ingested) and 
infectivity (i.e., likelihood of infection as a function of ingested 
dose). Primary (i.e., direct) exposure to Cryptosporidium depends on 
the concentration of oocysts in the source water, the fraction removed 
by the treatment plant, and the volume of water consumed (secondary 
exposure occurs through interactions with infected individuals). Thus, 
the daily risk of infection (DR) is as follows:

DR = (oocysts/L in source water) x (fraction remaining after treatment) 
x (liters consumed per day) x (likelihood of infection per oocyst dose).

    Assuming 350 days of consumption per year for people served by 
community water systems (CWSs), the annual risk (AR) of infection is as 
follows:

AR = 1 - (1 - DR) \350\.

    As discussed in section III.E, EPA has estimated the mean 
likelihood of infection from ingesting one Cryptosporidium oocyst to 
range from 4 to 16 percent. Median individual daily water consumption 
is estimated as 1.07 L/day. Figure IV.B-1 illustrates ranges for the 
annual risk of infection by Cryptosporidium in CWSs based on these 
values for different source water infectious oocyst concentrations and 
treatment plant removal efficiencies. The dashed lines represent the 
uncertainty associated with Cryptosporidium infectivity for each log-
removal curve. See Chapter 5 of the LT2ESWTR Economic Analysis for 
details (USEPA 2005a).
BILLING CODE 6560-50-P

[[Page 677]]
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[TIFF OMITTED]
TR05JA06.000

BILLING CODE 6560-50-C
    The results in Figure IV.B-1 show, for example, that if a treatment 
plant had a concentration of infectious Cryptosporidium in the source 
water of 0.1 oocysts/L and the plant achieved 3-log removal, the mean 
annual risk of

[[Page 678]]

Cryptosporidium infection would range from 0.0017 to 0.0060 (17 to 60 
infections per 10,000 consumers). In comparison, if the same plant had 
a source water infectious Cryptosporidium level of 0.01 oocysts/L, the 
annual infection risk would range from 1.7 to 6 per 10,000 consumers.

How much Cryptosporidium removal do filtration plants achieve?

    The amount of Cryptosporidium removal that filtration plants 
achieve was a key factor in assessing the additional treatment that 
plants with higher source water Cryptosporidium levels should provide. 
To evaluate this factor, EPA reviewed studies of Cryptosporidium 
removal by common treatment processes. As described in the proposal for 
today's rule, these processes were conventional treatment, direct, slow 
sand, and diatomaceous earth filtration, as well as membrane, bag, and 
cartridge filtration (USEPA 2003a).
    The majority of plants treating surface water use conventional 
treatment, which is defined in 40 CFR 141.2 as coagulation, 
flocculation, sedimentation, and filtration. In the proposal, EPA 
reviewed studies of conventional treatment by Dugan et al. (2001), 
Nieminski and Bellamy (2000), McTigue et al. (1998), Patania et al. 
(1999), Huck et al. (2000), Emelko et al. (2000), and Harrington et al. 
(2001). Based on these studies, EPA estimated that conventional 
treatment plants in compliance with the IESWTR or LT1ESWTR typically 
achieve a Cryptosporidium removal efficiency of approximately 3-log. 
Consequently, conventional treatment plants receive 3-log credit toward 
Cryptosporidium treatment requirements under today's rule.
    This 3-log credit for conventional treatment is consistent with the 
Stage 2 M-DBP Agreement in Principle (USEPA 2000a), which states as 
follows:

    ``The additional treatment requirements in the bin requirement 
table are based, in part, on the assumption that conventional 
treatment plants in compliance with the IESWTR achieve an average of 
3 logs removal of Cryptosporidium.''

    The M-DBP Advisory Committee did not recommend a level of 
Cryptosporidium treatment credit for other types of filtration plants.
    EPA also reviewed studies of the performance of clarification 
processes like dissolved air flotation, which can be used in place of 
sedimentation in a conventional treatment train (Gregory and Zabel 
1990, Plummer et al. 1995, Edzwald and Kelley 1998). These studies 
indicate that plants using clarification processes other than 
sedimentation that are located after coagulation and prior to 
filtration can achieve performance equivalent to conventional treatment 
plants. As a result, any treatment train that includes coagulation/
flocculation, clarification, and granular media filtration is regarded 
as conventional treatment for purposes of awarding treatment credit 
under today's rule. The clarification step must be a solid/liquid 
separation process where accumulated solids are removed during this 
separate component of the treatment system.
    Direct filtration plants use coagulation, flocculation, and 
filtration processes just as conventional treatment plants do, but they 
lack a sedimentation basin or equivalent clarification process. In the 
proposal, EPA reviewed studies of sedimentation by Dugan et al. (2001), 
States et al. (1997), Edzwald and Kelly (1998), Payment and Franco 
(1993), Kelly et al. (1995), and Patania et al. (1995). Results from 
these studies demonstrate that sedimentation basins can achieve 0.5-log 
or greater Cryptosporidium removal. In addition, some studies have 
observed that direct filtration achieves less Cryptosporidium removal 
than conventional treatment (Patania et al. 1995) and the incidence of 
Cryptosporidium in the treated water is higher (McTigue et al. 1998). 
Given these findings, EPA has awarded direct filtration plants a 2.5-
log credit towards Cryptosporidium treatment requirements under today's 
rule (i.e., 0.5-log less credit than for conventional treatment).
    Slow sand filtration involves passing raw water through a bed of 
sand at low velocity and without prior coagulation. Diatomaceous earth 
filtration is a process by which a filtration medium is initially 
deposited onto a support membrane and medium is added throughout the 
operation to keep the filter from clogging. In the proposal, EPA 
reviewed slow sand filtration studies by Fogel et al. (1993), Hall et 
al. (1994), Schuler and Ghosh (1991), and Timms et al. (1995) and 
diatomaceous earth filtration studies by Schuler and Gosh (1990) and 
Ongerth and Hutton (1997, 2001). For both processes, these studies 
indicate that a well-designed and properly operated filter can achieve 
Cryptosporidium removal efficiencies similar to those observed for 
conventional treatment plants. Slow sand and diatomaceous earth 
filtration plants, therefore, receive a 3-log credit towards 
Cryptosporidium treatment requirements under today's rule.
    Estimating a typical Cryptosporidium removal efficiency for 
filtration technologies like membranes, bag filters, and cartridge 
filters is not possible because the performance of such filters is 
specific to a particular product. As a result, credit for these devices 
must be determined by the State based on product-specific testing using 
the procedures described in section IV.D or other criteria approved by 
the State.
    Table IV.B-3 summarizes the credits various types of filtration 
plants receive toward Cryptosporidium treatment requirements under 
today's rule. This credit determines the degree of additional treatment 
that plants classified in Bins 2-4 must apply, as shown in Table IV.B-2.

                Table IV.B-3.--Cryptosporidium Treatment Credit Towards LT2ESWTR Requirements \1\
----------------------------------------------------------------------------------------------------------------
                                     Conventional
                                       treatment                             Slow sand or         Alternative
           Plant type                  (includes       Direct filtration  diatomaceous earth      filtration
                                      softening)                              filtration         technologies
----------------------------------------------------------------------------------------------------------------
Treatment credit................  3.0-log...........  2.5-log...........  3.0-log...........  Determined by
                                                                                               State. \2\
----------------------------------------------------------------------------------------------------------------
\1\ Applies to plants in full compliance with the IESWTR or LT1ESWTR as applicable.
\2\ Credit must be determined through product or site-specific assessment.

    As discussed previously, studies indicate that conventional 
treatment plants producing very low filtered water turbidity can 
achieve a higher level of Cryptosporidium removal than 3-log, and 
today's rule allows such plants to receive additional treatment credit. 
Further, States can award a higher or lower level of credit to an 
individual plant based on a site-specific demonstration of performance. 
Section IV.D provides details on both of these topics.
    The Cryptosporidium removal credits for filtration plants in 
today's rule differ from the amount of credit awarded under the IESWTR 
and LT1ESWTR. As

[[Page 679]]

discussed in section III, those rules require all filtered PWSs to 
achieve 2-log removal of Cryptosporidium. PWSs using conventional 
treatment, or direct, slow sand, or diatomaceous earth filtration are 
in compliance with this requirement if they meet specified filtered 
water turbidity standards. These regulatory criteria were based on 
consideration of the minimum level of removal that all these filtration 
processes will achieve (USEPA 1998a). However, in the risk assessments 
that supported these regulations, EPA estimated that most filtration 
plants will achieve significantly more removal, with median 
Cryptosporidium reductions near 3-log.
    Today's rule will supplement IESWTR and LT1ESWTR requirements by 
mandating additional treatment at certain PWSs based on source-water 
Cryptosporidium levels. When assessing the need for additional 
treatment at potentially higher risk PWSs, EPA believes that 
considering the full removal efficiency achieved by different types of 
treatment plants is appropriate. Because making a site-specific 
assessment of removal efficiency at all treatment plants individually 
is not feasible, establishing prescribed treatment credits based on 
available data is necessary. Accordingly, EPA has concluded that 
available data support the higher levels of prescribed credit towards 
Cryptosporidium treatment requirements for filtration plants 
established by today's rule.

What is the appropriate statistical measure for classifying PWSs into 
treatment bins?

    EPA and the Advisory Committee evaluated different statistical 
measures for characterizing Cryptosporidium monitoring results to 
determine if additional treatment should be required. These measures 
included the arithmetic mean, median, 90th percentile, and maximum.
    EPA concluded, consistent with Advisory Committee recommendations, 
that Cryptosporidium levels should be characterized by an arithmetic 
mean. This conclusion is based on two factors: (1) Available data 
suggest that the mean concentration directly relates to the average 
risk of the exposed population (i.e., drinking water consumers); and 
(2) with a limited number of samples, the mean can be estimated more 
accurately than other statistical measures, such as a 90th percentile 
estimate.

What degree of additional treatment is needed for higher source water 
Cryptosporidium levels?

    Development of the risk-based treatment requirements in today's 
rule involved first determining the threshold source-water 
Cryptosporidium level at which filtered PWSs should provide additional 
treatment to protect public health. The key factors in making this 
determination were the estimations of Cryptosporidium risk and 
treatment plant removal efficiency discussed previously, along with the 
performance of analytical methods for classifying PWSs in different 
treatment bins.
    EPA and Advisory Committee deliberations focused on mean source-
water Cryptosporidium concentrations in the range of 0.01 to 0.1 
oocysts/L as threshold levels for requiring additional treatment. Based 
on the type of risk information shown in Figure IV.B-1, these levels 
are estimated to result in an annual infection risk in the range of 1.7 
x 10-4 to 6.0 x 10-3 (or 1.7 to 60 infections per 
10,000 consumers) for a treatment plant achieving 3-log Cryptosporidium 
removal (the treatment efficiency estimated for conventional plants 
under existing regulations).
    A shortcoming with establishing the threshold for additional 
treatment at 0.01 oocysts/L, however, is that a PWS would exceed this 
concentration with only a very few oocysts being detected. For a PWS 
collecting monthly 10-L samples and bin classification based on the 
maximum running annual average, as required under today's rule, 
detecting two oocysts during one year of monitoring would exceed a mean 
of 0.01 oocysts/L. Given the uncertainty associated with 
Cryptosporidium monitoring, EPA and the Advisory Committee did not 
support requiring additional treatment for filtered PWSs based on so 
few counts. Although this shortcoming could theoretically be addressed 
by a higher sampling frequency, the feasibility of increased sampling 
is limited by the capacity of laboratories and the cost of sample analysis.
    A related concern in establishing the threshold concentration for 
requiring additional treatment was bin misclassification. If the 
threshold concentration was set at 0.1 oocysts/L, for example, some 
PWSs with actual mean source-water concentrations greater than this 
level would measure a concentration less than this level and would be 
misclassified in the bin that requires no additional treatment. 
Consequently, they would not provide sufficient public health 
protection. As discussed previously, this type of error is due to the 
limited number and volume of samples that can be analyzed, imperfect 
method recovery, and variability in Cryptosporidium occurrence.
    Based on these considerations, the Advisory Committee recommended 
and today's rule establishes that filtered PWSs must provide additional 
treatment for Cryptosporidium when their mean source-water 
concentration exceeds 0.075 oocysts/L. At this concentration, PWSs 
collecting monthly 10-L samples must count at least nine oocysts in one 
year (9 oocysts per 120 L total sample volume) before additional 
treatment is required. Further, any PWS with a mean source-water 
infectious Cryptosporidium level above 0.1 oocysts/L, which corresponds 
to an estimated infection risk range of 1.7 to 6.0 x 10-3, 
is highly likely to be appropriately classified in a bin requiring 
additional treatment.
    After identifying this first threshold for requiring additional 
treatment, determining the Cryptosporidium concentrations that should 
bound higher treatment bins was necessary. In making these 
determinations, EPA concurred with Advisory Committee recommendations 
that sought to balance the possibility of bin misclassification against 
equitable risk reduction and public health protection.
    Treatment bins that span a wider concentration range result in 
lower bin misclassification rates. The analysis summarized in section 
IV.A shows that the monitoring required under today's rule can 
accurately characterize a PWS's mean Cryptosporidium level within a 
0.5-log margin, but error rates increase for smaller margins (USEPA 
2005a). Conversely, treatment bins that span a narrower concentration 
range provide more equitable protection from risk among different PWSs. 
This is due to identical treatment requirements applying to all PWSs in 
the same bin. In consideration of these issues, today's rule 
establishes two higher treatment bins at Cryptosporidium concentrations 
of 1.0 oocysts/L and 3.0 oocysts/L. These values result in the four 
bins shown in Table IV.B-1. Available occurrence data indicate that few 
PWSs will measure mean Cryptosporidium concentrations greater than 3.0 
oocysts/L, so there is no need to establish a treatment bin above this level.
    With respect to the degree of additional Cryptosporidium treatment 
that PWSs in Bins 2-4 must provide, EPA and the Advisory Committee 
considered values of 0.5-log and greater. Today's rule establishes a 1-
log additional treatment requirement for conventional plants in Bin 2. 
Because

[[Page 680]]

the concentration range of Bin 2 spans approximately one order of 
magnitude, this degree of treatment ensures that plants classified in 
Bin 2 will achieve treated water Cryptosporidium levels comparable to 
plants in Bin 1. Conventional plants in Bins 3 and 4 must provide 2.0- 
and 2.5-log of additional treatment, respectively. As recommended by 
the Advisory Committee, these higher additional treatment levels are 
required based on the recognition that plants in Bins 3 and 4 have a 
much greater potential vulnerability to Cryptosporidium. Consequently, 
significantly higher treatment is appropriate to protect public health.
    These additional treatment requirements for conventional treatment 
plants in Bins 2-4 are based on a prescribed 3-log Cryptosporidium 
treatment credit for compliance with the IESWTR or LT1ESWTR, as 
discussed previously. They translate to total Cryptosporidium treatment 
requirements of 4.0-, 5.0-, and 5.5-log for Bins 2, 3, and 4, 
respectively. Plants receiving higher or lower levels of prescribed 
treatment credit are required to provide less or more additional 
treatment if classified in Bins 2-4.
    Plants using slow sand or diatomaceous earth filtration, which also 
receive a 3-log treatment credit, incur the same additional treatment 
requirements as conventional plants if classified in Bins 2-4. Direct 
filtration plants, however, must provide 0.5-log greater additional 
treatment if classified in Bins 2-4 because they receive a 2.5-log 
prescribed credit. EPA expects, though, that most direct filtration 
plants will be classified in Bin 1 because direct filtration is 
typically applied only to higher quality source waters.
    Because EPA is unable to establish a prescribed treatment credit 
for other types of filtration technologies like membranes, bag filters, 
and cartridge filters, today's rule requires that States assign a 
treatment credit to a particular filtration product. This credit then 
determines the amount of additional treatment that a plant using this 
product must provide if classified in Bins 2-4 in order to achieve the 
required total treatment level. Section IV.D provides criteria for 
assigning Cryptosporidium treatment credit to membranes, bag filters, 
and cartridge filters.
    As described in Section IV.D, today's rule establishes a wide range 
of treatment and control options through the microbial toolbox for PWSs 
to meet additional Cryptosporidium treatment requirements. PWSs may 
choose any option or combination of options from the microbial toolbox 
to meet the treatment requirements of plants in Bin 2. For plants in 
Bins 3 or 4, though, PWSs must achieve at least 1-log of the additional 
treatment requirement using UV, ozone, chlorine dioxide, membranes, bag 
filters, cartridge filters, or bank filtration. EPA is establishing 
this provision in today's rule as recommended by the Advisory Committee 
because these processes will serve as significant additional treatment 
barriers for PWSs with the highest levels of pathogens in their sources.

How should PWSs calculate their treatment bin classification?

    The specific calculations that PWSs use to determine their bin 
classification are based on analyses of misclassification rates and 
bias. As described in section IV.A, today's rule requires PWSs to 
collect at least 24 samples (except for plants that operate only part-
year) when they monitor for Cryptosporidium. Most PWSs will collect 
these 24 samples over two years, but PWSs may sample at a higher 
frequency and small PWSs may complete this monitoring in one year. 
These differences affect the bin classification calculation.
    PWSs that sample monthly over two years (24 samples total) must use 
the maximum running annual average (Max-RAA) for bin classification 
because this achieves a low false negative rate (the likelihood a PWS 
will be incorrectly classified in a lower bin). In comparison, if such 
PWSs used the mean of all samples over two years for bin 
classification, the false negative rate would be almost four times 
higher (see Table IV.B.4).
    PWSs that choose to sample at least twice per month over two years 
(48 samples total) must use the mean of all 48 samples for their bin 
classification. This approach achieves a low false negative rate 
similar to the Max-RAA for 24 samples and, in addition, reduces the 
false positive rate (the likelihood a PWS will be incorrectly 
classified in higher bin--see Table IV.B.4). Due to the lower false 
positive rate associated with 48 samples, EPA expects that some PWSs 
will choose to sample for Cryptosporidium twice per month.
    Small PWSs (serving fewer than 10,000 people) that complete their 
Cryptosporidium monitoring over one year must use the mean of all 24 
samples for bin classification. This approach has a higher false 
negative rate than the approaches allowed for PWSs that monitor over 
two years. However, it is the only feasible option for PWSs that 
conduct just one year of Cryptosporidium sampling. Averaging sample 
concentrations over less than one year is not appropriate (except in 
the case of plants that operate only part-year that monitor for less 
than one year) as this would bias the bin classification due to 
seasonal variation in water quality.

  Table IV.B-4.--False Positive and False Negative Rates for Monitoring
           and Binning Strategies Considered for the LT2ESWTR
------------------------------------------------------------------------
                                                   False        False
                   Strategy                      positive 1   negative 2
------------------------------------------------------------------------
48 sample arithmetic mean.....................         1.7%         1.4%
24 sample Max-RAA.............................         5.3%         1.7%
24 sample arithmetic mean.....................         2.8%        6.2%
------------------------------------------------------------------------
1 False positive rates calculated for systems with Cryptosporidium
  concentrations 0.5 log below the Bin 1 boundary of 0.075 oocysts/L.
2 False negative rates calculated for systems with Cryptosporidium
  concentrations 0.5 log above the Bin 1 boundary of 0.075 oocysts/L.

    Two additional considerations that relate to characterizing 
Cryptosporidium monitoring results to determine treatment requirements 
are (1) fewer than 100 percent of oocysts in a sample are recovered and 
counted by the analyst and (2) not all the oocysts measured with 
Methods 1622 or 1623 are capable of causing infection. These two 
factors are offsetting, in that oocyst counts not adjusted for recovery 
tend to underestimate the true concentration, while the total oocyst 
count typically overestimates the infectious concentration that 
presents a health risk.
    As described in section III, matrix spike data indicate that 
average recovery of Cryptosporidium oocysts with Methods 1622 or 1623 
in a national monitoring program will be approximately 40 percent. 
Regarding the fraction of oocysts that are infectious, LeChevallier et 
al. (2003) tested natural waters for Cryptosporidium using both Method 
1623 and a method (cell culture-PCR) to test for infectivity. Results 
suggested that 37 percent of the Cryptosporidium oocysts detected by 
Method 1623 were infectious. This finding is consistent with the 
observation that 37 percent of the oocysts counted during the ICRSS 
using Methods 1622 or 1623 had internal structures, which indicate a 
higher likelihood of infectivity (among the remaining oocysts, 47 
percent had amorphous structures and 16 percent were empty).
    While it is not possible to establish a precise value for method 
recovery or the fraction of oocysts that are infectious,

[[Page 681]]

available data suggest that these parameters may be of similar 
magnitude. Consequently, the Advisory Committee recommended that 
monitoring results should not be adjusted to account for either 
recovery or the fraction infectious. EPA concurs with this 
recommendation and today's rule requires that PWSs be classified in 
treatment bins using the total number of Cryptosporidium oocysts 
counted, without further adjustment. The LT2ESWTR treatment bins in 
today's rule are constructed to reflect this approach.
3. Summary of Major Comments
    For filtered PWS treatment requirements in the LT2ESWTR proposal, 
EPA received significant public comment on the risk-based approach to 
requiring additional treatment, the role of States in determining bin 
classification, and the treatment credit for filtration plants. The 
following discussion summarizes comments in these areas and EPA's responses.
    Most commenters supported the risk-based approach of the LT2ESWTR 
in which filtered PWSs monitor for microbial contaminants and only 
those PWSs finding higher levels of contamination are required to 
provide additional treatment for Cryptosporidium. Among these comments, 
many stated support for the four treatment bins for filtered PWSs, with 
some noting that future research will indicate whether the bins should 
be restructured in a later rulemaking. Several commenters expressed 
support for EPA's combination of the Stage 2 DBPR and LT2ESWTR as 
essential to creating a balanced approach between DBP control and 
microbial risk.
    A few commenters opposed the expenditure of funds to reduce risk 
from Cryptosporidium on the basis that epidemiological evidence 
suggests this risk is low and most communities have not experienced 
cryptosporidiosis outbreaks. EPA agrees that additional treatment for 
Cryptosporidium in drinking water is not warranted in all communities. 
Under today's rule, most PWSs are expected to be classified in the 
lowest bin, which requires no additional treatment. However, based on 
risk information presented in USEPA (2005a) and summarized in this 
preamble, EPA believes that additional treatment is necessary to 
protect public health in PWSs with the highest Cryptosporidium levels. 
Further, as described in USEPA (2005a), EPA's assessment of 
Cryptosporidium risk in drinking water is consistent with the limited 
available epidemiological data on disease incidence.
    With respect to the role of States in bin classification, most 
commenters recommended that States assign or approve the bin 
classification for their PWSs. Commenters maintained that State 
approval of bin classification is an inherent governmental function and 
will avoid confusion as to the level of treatment each PWS must 
provide. Further, the approval process will provide an opportunity for 
dialog between States and PWSs. EPA agrees with these comments and 
today's rule requires PWSs to submit their calculation of bin 
classification to the State for review. If the PWS does not hear back 
from the State, it must proceed to apply the level of treatment 
appropriate for its calculated bin classification in accordance with 
its applicable compliance schedule.
    In regard to the Cryptosporidium treatment credit that should be 
awarded to filtration plants, many commenters supported the 3-log 
Cryptosporidium removal credit for conventional treatment and slow sand 
filtration. Some comments included data showing that conventional 
treatment can achieve greater than 4-log removal of Cryptosporidium, 
and several commenters stated concerns that EPA has underestimated the 
level of treatment achievable through conventional treatment. 
Commenters supported the inclusion of plants using softening and 
dissolved air flotation for conventional treatment credit and requested 
that EPA extend this credit to similar treatment trains using other 
types of clarification processes.
    EPA recognizes that studies show conventional treatment can achieve 
more than 3-log Cryptosporidium removal under optimal conditions. 
However, studies also demonstrate that removal efficiencies can be 
significantly less for suboptimal plant set-up and operation. EPA does 
not expect that all plants will operate under optimal conditions at all 
times. Consequently, today's rule awards a prescribed 3-log credit to 
conventional plants complying with the IESWTR or LT1ESWTR and allows 
plants to receive higher credit through demonstrating low finished 
water turbidity or through an alternative demonstration of performance, 
as describe in section IV.D. EPA agrees that plants using alternative 
clarification process that involves solids removal between coagulation 
and filtration should qualify for 3-log credit and today's rule 
provides for this.

C. Unfiltered System Cryptosporidium Treatment Requirements

1. Today's Rule
    Today's rule requires all PWSs that use a surface water or GWUDI 
source and are unfiltered to provide treatment for Cryptosporidium. The 
degree of required treatment depends on the level of Cryptosporidium in 
the source water, as determined through required monitoring. Further, 
unfiltered PWSs must meet overall treatment requirements using at least 
two disinfectants and must continue to meet all applicable filtration 
avoidance criteria. Details of these requirements follow.
    a. Determination of mean Cryptosporidium level. Following 
completion of the required initial source water monitoring described in 
section IV.A, each unfiltered PWS must determine the arithmetic mean of 
all its Cryptosporidium sample results generated during the monitoring 
period. As required for filtered PWSs, individual sample results must 
be calculated as the total number of oocysts counted, divided by the 
volume assayed (see section V.K for details). Samples are not adjusted 
for method recovery and, in samples where no oocysts are detected, the 
result is treated as zero.
    Unfiltered PWSs must report their mean Cryptosporidium level to the 
State for approval (see section IV.G for specific reporting dates). The 
report must include a summary of the data used to determine the mean 
concentration. If the State does not respond to a PWS regarding its 
mean Cryptosporidium level, the PWS must comply with the 
Cryptosporidium treatment requirements of today's rule, as described 
next, based on the reported level.
    If EPA does not amend today's rule before the second round of 
monitoring described in section IV.A, unfiltered PWSs must recalculate 
their mean Cryptosporidium level using results from the second round of 
monitoring. Unfiltered PWSs must report this level to the State as 
described for the initial round of monitoring.
    b. Cryptosporidium treatment requirements. Unfiltered PWSs must 
comply with the following treatment requirements based on their mean 
source-water Cryptosporidium level: if the level is less than or equal 
to 0.01 oocysts/L then at least 2-log Cryptosporidium inactivation is 
required; if the level is greater than 0.01 oocysts/L, or if the 
unfiltered PWS chooses not to monitor for Cryptosporidium, then at 
least 3-log Cryptosporidium inactivation is

[[Page 682]]

required. See section IV.G for treatment compliance dates.
    EPA has developed criteria, described in section IV.D, to award 
Cryptosporidium inactivation credit for treatment with chlorine 
dioxide, ozone, or UV light. Unfiltered PWSs may use any of these 
disinfectants to meet their Cryptosporidium inactivation requirements 
under today's rule. Further, unfiltered PWSs must achieve the following 
with respect to disinfection treatment:
    (1) A PWS that uses chlorine dioxide or ozone and fails to achieve 
the required level of Cryptosporidium inactivation on more than one day 
in the calendar month is in violation of the treatment technique 
requirement.
    (2) A PWS that uses UV light and fails to achieve the required 
level of Cryptosporidium inactivation in at least 95 percent of the 
water delivered to the public every month is in violation of the 
treatment technique requirement.
    c. Use of two disinfectants. Unfiltered PWSs must use at least two 
different disinfectants to provide 4-log virus, 3-log Giardia lamblia, 
and 2- or 3-log Cryptosporidium inactivation as required under 40 CFR 
141.72(a) and today's rule. Further, each of two disinfectants must 
achieve by itself the total inactivation required for one of these 
target pathogens. This requirement does not modify the existing 
requirement under 40 CFR 141.72(a) for PWSs to provide a disinfectant 
residual in the distribution system.
2. Background and Analysis
    The intent of the Cryptosporidium treatment requirements for 
unfiltered PWSs in today's final rule is to ensure that they achieve 
public health protection equivalent to that achieved by filtered PWSs. 
These requirements are unchanged from the August 11, 2003 proposal 
(USEPA 2003a), and they reflect consensus recommendations by the Stage 
2 M-DBP Advisory Committee (USEPA 2000a). The following discussion 
summarizes the Agency's basis for establishing risk-targeted 
Cryptosporidium treatment requirements for unfiltered PWSs in today's 
rule and for requiring the use of two disinfectants.
    a. Basis for Cryptosporidium treatment requirements. As described 
in section III, available data suggest that unfiltered PWSs must take 
additional steps to achieve public health protection against 
Cryptosporidium equivalent to that provided by filtered PWSs.
    In occurrence data from the ICR, the median Cryptosporidium level 
in unfiltered PWS sources was 0.0079 oocysts/L, which is approximately 
10 times less than the median level of 0.052 oocysts/L in filtered PWS 
sources. In translating these source water levels to finished water 
concentrations, EPA and the Advisory Committee assumed that 
conventional filtration treatment plants in compliance with the IESWTR 
or LT1ESWTR achieve an average of 3-log (99.9 percent) removal of 
Cryptosporidium. Existing regulations do not require unfiltered PWSs to 
provide any treatment for Cryptosporidium.
    If the median source water Cryptosporidium level in filtered PWSs 
is approximately 10 times higher than in unfiltered PWSs, and filtered 
PWSs achieve 3-log Cryptosporidium removal, then the median finished 
water Cryptosporidium level in filtered PWSs is approximately 100 times 
lower than in unfiltered PWSs. Thus, these data suggest that most 
unfiltered PWSs must provide 2-log Cryptosporidium treatment to ensure 
equivalent public health protection.
    Some unfiltered PWSs must provide greater than 2-log 
Cryptosporidium treatment to ensure equitable protection, depending on 
their source water level. Under today's rule, the Cryptosporidium 
treatment requirements for filtered PWSs, as described in section 
IV.B.1, will achieve mean finished water Cryptosporidium levels of less 
than 1 oocyst/10,000 L. An unfiltered PWS with a mean source water 
Cryptosporidium concentration above 0.01 oocysts/L would have to 
provide at least 3-log inactivation to achieve an equivalent finished 
water Cryptosporidium level.
    As stated earlier, EPA has determined that UV light is a feasible 
technology for PWSs of all sizes, including unfiltered PWSs, to 
inactivate Cryptosporidium. In addition, treating for Cryptosporidium 
using ozone is feasible for some unfiltered PWSs. Inactivating 
Cryptosporidium with chlorine dioxide, while allowed under today's 
rule, does not appear to be feasible for most unfiltered PWSs due to 
regulatory limits on chlorite--a chlorine dioxide byproduct.
    Based on these findings, today's rule requires all unfiltered PWSs 
to provide at least 2-log Cryptosporidium inactivation, and to provide 
at least 3-log inactivation if the mean source water level exceeds 0.01 
oocysts/L. These treatment requirements will ensure that unfiltered 
PWSs achieve public health protection against Cryptosporidium that is 
comparable to filtered PWSs in the finished water that is distributed 
to consumers.
    Available data indicate that no unfiltered PWSs will show measured 
mean source water Cryptosporidium levels of 0.075 oocysts/L or higher--
the level at which a filtered PWS must provide at least 4-log 
Cryptosporidium under today's rule. Consequently, EPA is not 
establishing treatment requirements in today's rule to address 
Cryptosporidium at this higher level. Under existing regulations (40 
CFR 141.171 and 141.521), unfiltered PWSs must maintain a watershed 
control program that minimizes the potential for contamination by 
Cryptosporidium oocysts in the source water. If the measured mean 
Cryptosporidium level in an unfiltered PWS is 0.075 oocysts/L or 
higher, EPA believes the State should critically evaluate the adequacy 
of the watershed control program.
    Under today's rule, unfiltered PWSs using ozone or chlorine dioxide 
to treat for Cryptosporidium must demonstrate the required 2- or 3-log 
inactivation every day the PWS serves water to the public, except any 
one day each month. Existing regulations (40 CFR 141.72(a)(1)) require 
unfiltered PWSs to ensure inactivation of 3-log Giardia lamblia and 4-
log viruses every day except any one day per month. Consequently, 
today's rule extends this compliance standard to Cryptosporidium 
inactivation.
    For unfiltered PWSs that use UV to treat for Cryptosporidium, 
today's rule requires demonstration of the required 2- or 3-log 
inactivation in at least 95 percent of the water delivered to the 
public every month. EPA intends this standard to be comparable to the 
``every day except any one day per month'' standard established for 
ozone and chlorine dioxide. Because UV disinfection systems will 
typically consist of multiple reactors that will be monitored 
continuously, EPA believes that a compliance standard based on the 
percentage of water disinfected to the required level is more 
appropriate than a single daily measurement. Section IV.D describes an 
equivalent standard for filtered PWSs.
    b. Basis for requiring the use of two disinfectants. Unfiltered 
PWSs must use at least two different disinfectants to meet the 
inactivation requirements for Cryptosporidium (2- or 3-log), Giardia 
lamblia (3-log) and viruses (4-log), and each of two disinfectants must 
achieve by itself the total inactivation required for one of these 
target pathogens. For example, a PWS could use UV light to achieve 3-
log inactivation of Giardia lamblia and Cryptosporidium and use 
chlorine to provide 4-log virus inactivation. The use of two 
disinfectants protects public health by creating multiple barriers 
against microbial pathogens. This has two

[[Page 683]]

general advantages over a single barrier: improved reliability and a 
broader spectrum of efficacy.
    Because unfiltered PWSs rely solely on inactivation for microbial 
treatment, an unfiltered PWS using only one disinfectant would provide 
no primary microbial treatment if that disinfection process were to 
fail. While disinfection processes should be designed for a high level 
of reliability, they are not generally 100 percent reliable. Existing 
regulations and today's rule recognize this limitation by allowing 
unfiltered PWSs to fail to achieve required disinfection levels one day 
per month. Consequently, EPA believes that for effective public health 
protection, unfiltered PWSs should use at least two primary 
disinfection processes. If one process fails, a second process will 
provide some degree of protection against pathogens.
    A second advantage of a PWS using multiple disinfectants is that 
this approach will typically be more effective against a broad spectrum 
of pathogens. The efficacy of different disinfectants against different 
types of pathogens varies widely. For example, UV light appears to be 
very effective for inactivating protozoa like Cryptosporidium and 
Giardia lamblia, but is less effective against certain enteric viruses 
like adenovirus. Chlorine, however, is highly effective against enteric 
viruses but less effective against protozoa. As a result, multiple 
disinfectants will generally provide more effective inactivation of a 
wide range of pathogens than a single disinfectant.
    c. Filtration avoidance. Today's rule does not withdraw or modify 
any existing criteria for avoiding filtration under 40 CFR 141.71. 
Accordingly, unfiltered PWSs must continue to comply with all existing 
filtration avoidance criteria. EPA believes these criteria help to 
ensure that watershed protection provides a microbial barrier in those 
PWSs that do not filter.
    Further, today's rule does not establish any new criteria for 
filtration avoidance. In the proposed LT2ESWTR, EPA indicated that 
compliance with DBP standards under the Stage 2 DBPR would be 
incorporated into the criteria for filtration avoidance. However, EPA 
has not done this in today's final rule in order to give States more 
flexibility in working with unfiltered PWSs to comply with the Stage 2 
DBPR.
3. Summary of Major Comments
    EPA received significant public comment on the following treatment 
requirements for unfiltered PWSs in the LT2ESWTR proposal: the 
requirement for all unfiltered PWSs to provide at least 2-log 
Cryptosporidium inactivation, treatment requirements for unfiltered 
PWSs with high Cryptosporidium levels, and the requirement for 
unfiltered PWSs to use at least two disinfectants. A summary of these 
comments and EPA's responses follows.
    Several commenters supported the requirement that all unfiltered 
PWSs achieve at least 2-log inactivation of Cryptosporidium, noting 
that this was part of the Agreement in Principle (USEPA 2000a). Some 
commenters, however, requested that EPA not establish a minimum 
Cryptosporidium treatment level due to the following factors: 
monitoring of unfiltered PWS sources has shown very low levels of 
Cryptosporidium, and some sources may have no Cryptosporidium; the 
Cryptosporidium in an unfiltered PWS source are likely to be of non-
human origin and are less likely to infect humans; and disease 
incidence data have not established a link between unfiltered PWSs and 
cryptosporidiosis in consumers.
    In response, EPA continues to believe that all unfiltered PWSs 
should provide treatment for Cryptosporidium to protect public health. 
Monitoring has shown that unfiltered PWS sources are contaminated with 
Cryptosporidium, and no source is likely to be entirely free of 
Cryptosporidium due to the ubiquity of Cryptosporidium in both human 
and many animal populations. Studies, such as those cited in section 
III, have established that Cryptosporidium from animals can infect 
humans. EPA does not regard the absence of cryptosporidiosis cases 
attributed to drinking water in a particular community as evidence that 
no treatment for Cryptosporidium is needed. As described in section 
III, cryptosporidiosis incidence data generally do not indicate overall 
disease burden because most cases are undetected, unreported, and not 
traced to a particular source.
    Some commenters recommended that EPA require only 1-log 
Cryptosporidium inactivation for unfiltered PWSs that demonstrate 
source water levels below 0.001 oocysts/L. EPA does not support this 
approach, though, due to concerns with the reliability of monitoring to 
establish such an extremely low level of Cryptosporidium. In addition, 
UV light is a feasible technology for unfiltered PWSs of all sizes to 
achieve at least 2-log Cryptosporidium inactivation. For these reasons, 
EPA has concluded that the minimum Cryptosporidium treatment level 
should be 2-log, as recommended by the Advisory Committee.
    In the proposed LT2ESWTR, EPA requested comment on the treatment 
that should be required if an unfiltered PWS measured a Cryptosporidium 
level of 0.075 oocysts/L or higher--the concentration at which a 
filtered PWS must provide at least 4-log treatment. Several commenters 
supported equivalent treatment requirements (i.e., at least 4-log 
reduction) for unfiltered and filtered PWSs with Cryptosporidium at 
this level. Other commenters stated that available data indicate no 
unfiltered PWSs are likely to measure Cryptosporidium at such a high 
level.
    EPA agrees that available data on Cryptosporidium occurrence 
suggest that no unfiltered PWSs will measure a mean level of 0.075 
oocysts/L or higher. Moreover, establishing a 4-log treatment 
requirement on the precautionary basis that an unfiltered PWS might 
measure a high level of Cryptosporidium has a significant cost--it 
would require any unfiltered PWS to provide 4-log, rather than 3-log, 
inactivation to avoid Cryptosporidium monitoring. EPA expects that many 
small unfiltered PWSs will choose to provide 3-log Cryptosporidium 
inactivation rather than monitor for Cryptosporidium. Accordingly, EPA 
has concluded that establishing a 4-log Cryptosporidium treatment 
requirement for unfiltered PWSs that measure a Cryptosporidium level of 
0.075 oocysts/L or higher is unnecessary and inappropriate at this 
time. In the event that an unfiltered PWS does measure Cryptosporidium 
at this level, the State can require the PWS to take steps to reduce 
the contamination under existing watershed control program requirements 
for unfiltered PWSs.
    Some commenters supported the requirement for unfiltered PWSs to 
use at least two disinfectants to meet overall inactivation 
requirements for Cryptosporidium, Giardia lamblia, and viruses and for 
each disinfectant to achieve the total inactivation required for one 
target pathogen. These commenters stated that this requirement will 
improve inactivation against a wide variety of pathogens and increase 
treatment reliability. Other commenters, though, opposed this 
requirement for a number of reasons: it will unnecessarily limit the 
ability of PWSs to minimize DBPs, there is no similar requirement for 
filtered PWSs, the requirement for each disinfectant to achieve the 
total inactivation for one pathogen goes beyond the Agreement in 
Principle, and EPA has not provided a risk analysis to justify the 
requirement.

[[Page 684]]

    In response, EPA believes that the benefits of both redundancy and 
a broad spectrum of microbial protection justify requiring the use of 
two disinfectants. Further, requiring each disinfectant to achieve the 
full inactivation of one target pathogen establishes a minimal 
performance level so that each disinfectant will serve as a substantive 
barrier. In most cases, PWSs will comply with this requirement by using 
UV or ozone to inactivate Giardia lamblia and Cryptosporidium and using 
chlorine to inactivate viruses.

D. Options for Systems To Meet Cryptosporidium Treatment Requirements

1. Microbial Toolbox Overview
    Today's rule includes a variety of treatment and control options, 
collectively termed the ``microbial toolbox,'' that PWSs can implement 
to comply with additional Cryptosporidium treatment requirements. 
Options in the microbial toolbox include source protection and 
management programs, prefiltration processes, treatment performance 
programs, additional filtration components, and inactivation 
technologies. The Stage 2 M-DBP Advisory Committee recommended the 
microbial toolbox to provide PWSs with broad flexibility in selecting 
cost-effective LT2ESWTR compliance strategies.
    Most options in the microbial toolbox carry prescribed credits 
toward Cryptosporidium treatment requirements. PWSs receive these 
credits by demonstrating compliance with required design and 
operational criteria, which are described in the sections that follow. 
In addition, States may award treatment credits other than the 
prescribed credit through a ``demonstration of performance,'' which 
involves site-specific testing by a PWS with a State-approved protocol. 
Under a demonstration of performance, a State may award credit to a 
treatment plant or to a unit process of a treatment plant that is 
higher or lower than the prescribed credit. This option also allows 
States to award credit to a unit process that does not meet the design 
and operational criteria in the microbial toolbox for prescribed credit.
    To be eligible for treatment credit for a microbial toolbox option, 
PWSs must initially report compliance with design criteria, where 
required, to the State (some options do not require design criteria). 
Thereafter, for most options, PWSs must report compliance with required 
operational criteria to the State each month (the watershed control 
program option requires yearly reporting). Failure by a PWS in any 
month to demonstrate treatment credit equal to or greater than its 
Cryptosporidium treatment requirements under today's rule is a 
treatment technique violation. This violation lasts until the PWS 
demonstrates that it is meeting criteria for sufficient treatment 
credit to satisfy its Cryptosporidium treatment requirements.
    As described in section IV.B, filtered PWSs may use any option or 
combination of options from the microbial toolbox to comply with the 
additional Cryptosporidium treatment requirements of Bin 2. PWSs in 
Bins 3 or 4 must achieve at least 1-log of the additional 
Cryptosporidium treatment requirement by using ozone, chlorine dioxide, 
UV, membranes, bag filtration, cartridge filtration, or bank filtration.
    If allowed by the State, PWSs may use different microbial toolbox 
options in different months to comply with Cryptosporidium treatment 
requirements under today's rule. For example, a PWS in Bin 2, which 
requires 1-log additional Cryptosporidium treatment, could comply with 
this requirement in one month using ``individual filter performance,'' 
which carries a 1-log credit; in a subsequent month, this PWS could use 
``combined filter performance'' and ``presedimentation basin with 
coagulation,'' which each carry 0.5-log credit. This approach is 
intended to provide greater operational flexibility to PWSs. It allows 
a PWS to receive treatment credit for a microbial toolbox option in any 
month the PWS is able to meet required operational criteria, even if 
the PWS does not meet these criteria during all months of the year.
    Table IV.D-1 summarizes prescribed treatment credits and associated 
design and operational criteria for microbial toolbox options. The 
sections that follow describe each toolbox option in detail. In 
addition, EPA has developed three guidance documents to assist PWSs 
with selecting and implementing microbial toolbox options: Toolbox 
Guidance Manual, UV Disinfection Guidance Manual, and Membrane 
Filtration Guidance Manual. Each may be acquired from EPA's Safe 
Drinking Water Hotline, which can be contacted as described under FOR 
FURTHER INFORMATION CONTACT at the beginning of this notice.

     Table IV.D-1.--Microbial Toolbox: Options, Credits and Criteria
------------------------------------------------------------------------
                                      Cryptosporidium treatment credit
          Toolbox option            with design and operational criteria
                                                     \1\
------------------------------------------------------------------------
            Source Protection and Management Toolbox Options
------------------------------------------------------------------------
Watershed control program.........  0.5-log credit for State-approved
                                     program comprising required
                                     elements, annual program status
                                     report to State, and regular
                                     watershed survey. Unfiltered PWSs
                                     are not eligible for credit.
Alternative source/intake           No prescribed credit. PWSs may
 management.                         conduct simultaneous monitoring for
                                     treatment bin classification at
                                     alternative intake locations or
                                     under alternative intake management
                                     strategies.
-----------------------------------
                      Prefiltration Toolbox Options
------------------------------------------------------------------------
Presedimentation basin with         0.5-log credit during any month that
 coagulation.                        presedimentation basins achieve a
                                     monthly mean reduction of 0.5-log
                                     or greater in turbidity or
                                     alternative State-approved
                                     performance criteria. To be
                                     eligible, basins must be operated
                                     continuously with coagulant
                                     addition and all plant flow must
                                     pass through basins.
Two-stage lime softening..........  0.5-log credit for two-stage
                                     softening where chemical addition
                                     and hardness precipitation occur in
                                     both stages. All plant flow must
                                     pass through both stages. Single-
                                     stage softening is credited as
                                     equivalent to conventional
                                     treatment.
Bank filtration...................  0.5-log credit for 25-foot setback;
                                     1.0-log credit for 50-foot setback;
                                     horizontal and vertical wells only;
                                     aquifer must be unconsolidated sand
                                     containing at least 10 percent
                                     fines (as defined in rule); average
                                     turbidity in wells must be less
                                     than 1 NTU. PWSs using existing
                                     wells followed by filtration must
                                     monitor the well effluent to
                                     determine bin classification and
                                     are not eligible for additional
                                     credit.
-----------------------------------

[[Page 685]]

                  Treatment Performance Toolbox Options
------------------------------------------------------------------------
Combined filter performance.......  0.5-log credit for combined filter
                                     effluent turbidity less than or
                                     equal to 0.15 NTU in at least 95
                                     percent of measurements each month.
Individual filter performance.....  0.5-log credit (in addition to 0.5-
                                     log combined filter performance
                                     credit) if individual filter
                                     effluent turbidity is less than or
                                     equal to 0.15 NTU in at least 95
                                     percent of samples each month in
                                     each filter and is never greater
                                     than 0.3 NTU in two consecutive
                                     measurements in any filter.
Demonstration of performance......  Credit awarded to unit process or
                                     treatment train based on a
                                     demonstration to the State with a
                                     State-approved protocol.
-----------------------------------
                  Additional Filtration Toolbox Options
------------------------------------------------------------------------
Bag and cartridge filters.........  Up to 2-log credit with
                                     demonstration of at least 1-log
                                     greater removal in a challenge test
                                     when used singly. Up to 2.5-log
                                     credit with demonstration of at
                                     least 0.5-log greater removal in a
                                     challenge test when used in series.
Membrane filtration...............  Log credit equivalent to removal
                                     efficiency demonstrated in
                                     challenge test for device if
                                     supported by direct integrity
                                     testing.
Second stage filtration...........  0.5-log credit for second separate
                                     granular media filtration stage if
                                     treatment train includes
                                     coagulation prior to first filter.
Slow sand filters.................  2.5-log credit as a secondary
                                     filtration step; 3.0-log credit as
                                     a primary filtration process. No
                                     prior chlorination.
-----------------------------------
                      Inactivation Toolbox Options
------------------------------------------------------------------------
Chlorine dioxide..................  Log credit based on measured CT in
                                     relation to CT table.
Ozone.............................  Log credit based on measured CT in
                                     relation to CT table.
UV................................  Log credit based on validated UV
                                     dose in relation to UV dose table;
                                     reactor validation testing required
                                     to establish UV dose and associated
                                     operating conditions.
------------------------------------------------------------------------
\1\ Table provides summary information only; refer to following preamble
  and regulatory language for detailed requirements.

2. Watershed Control Program

a. Today's Rule
    Filtered PWSs can receive 0.5-log credit toward Cryptosporidium 
treatment requirements under today's rule for implementing a State-
approved watershed control program designed to reduce the level of 
Cryptosporidium. To be eligible to receive this credit initially, PWSs 
must perform the following steps:
    ? Notify the State of the intent to develop a new or 
continue an existing watershed control program for Cryptosporidium 
treatment credit no later than two years prior to the date the PWS must 
comply with additional Cryptosporidium treatment requirements under 
today's rule.
    ? Submit a proposed watershed control plan to the State for 
approval no later than one year prior to the date the PWS must comply 
with additional Cryptosporidium treatment requirements under today's 
rule. The watershed control plan must contain these elements:
    (1) The designation of an ``area of influence'' in the watershed, 
which is defined as the area outside of which the likelihood of 
Cryptosporidium contamination affecting the treatment plant intake is 
not significant;
    (2) The identification of both potential and actual sources of 
Cryptosporidium contamination, including a qualitative assessment of 
the relative impact of these contamination sources on water quality at 
the treatment plant intake;
    (3) An analysis of control measures that could mitigate the sources 
of Cryptosporidium contamination, including the relative effectiveness 
of control measures in reducing Cryptosporidium loading to the source 
water and their feasibility; and
    (4) A statement of goals and specific actions the PWS will 
undertake to reduce source water Cryptosporidium levels, including a 
description of how the actions will contribute to specific goals, 
watershed partners and their roles, resource requirements and 
commitments, and a schedule for plan implementation.
    If the State approves the watershed control plan for 
Cryptosporidium treatment credit, PWSs must perform the following steps 
to be eligible to maintain the credit:
    ? Submit an annual watershed control program status report 
to the State no later than a date specified by the State. The status 
report must describe the following: (1) how the PWS is implementing the 
approved watershed control plan; (2) the adequacy of the plan to meet 
its goals; (3) how the PWS is addressing any shortcomings in plan 
implementation; and (4) any significant changes that have occurred in 
the watershed since the last watershed sanitary survey.
    ? Notify the State prior to making any significant changes 
to the approved watershed control plan. If any change is likely to 
reduce the planned level of source water protection, the PWS must 
include in this notification a statement of actions that will be taken 
to mitigate this effect.
    ? Perform a watershed sanitary survey no less frequently 
than the PWS must undergo a sanitary survey under 40 CFR 
142.16(b)(3)(i), which is every three to five years, and submit the 
survey report to the State for approval. The State may require a PWS to 
perform a watershed sanitary survey at an earlier date if the State 
determines that significant changes may have occurred in the watershed 
since the previous sanitary survey. A person approved by the State must 
conduct the watershed sanitary survey and the survey must meet 
applicable State guidelines. The watershed sanitary survey must 
encompass the area of influence as identified in the State-approved 
watershed control plan, assess the implementation of actions to reduce 
source water Cryptosporidium levels, and identify any significant new 
sources of Cryptosporidium.
    PWSs are eligible to receive Cryptosporidium treatment credit under 
today's rule for preexisting watershed control programs (e.g., programs 
in place at the time of rule promulgation).

[[Page 686]]

To be eligible for credit, such programs must meet the requirements 
stated in this section and the watershed control plan must address 
future actions that will further reduce source water Cryptosporidium 
levels.
    If the State determines that a PWS is not implementing the approved 
watershed control plan (i.e., the PWS is not carrying out the actions 
on the schedule in the approved plan), the State may revoke the 
Cryptosporidium treatment credit for the watershed control program. 
Failure by a PWS to demonstrate treatment credit at least equal to its 
Cryptosporidium treatment requirement under today's rule due to such a 
revocation of credit is a treatment technique violation. The violation 
lasts until the State determines that the PWS is implementing an 
approved watershed control plan or is otherwise achieving the required 
level of Cryptosporidium treatment credit.
    PWSs must make the approved watershed control plan, annual status 
reports, and watershed sanitary surveys available to the public upon 
request. These documents must be in a plain language style and include 
criteria by which to evaluate the success of the program in achieving 
plan goals. If approved by the State, the PWS may withhold portions of 
these documents based on security considerations.
    Unfiltered PWSs are not eligible to receive Cryptosporidium 
treatment credit for a watershed control program under today's rule. 
Under existing regulations (40 CFR 141.71), unfiltered PWSs must 
maintain a watershed control program that minimizes the potential for 
contamination by Cryptosporidium as a condition for avoiding filtration.

b. Background and Analysis

    Cryptosporidium enters drinking water through fecal contamination 
of PWS source waters. Implementing a watershed control program that 
reduces or treats sources of fecal contamination in PWS sources will 
benefit public health by lowering the exposure of drinking water 
consumers to Cryptosporidium and other pathogenic microorganisms. In 
addition, a watershed control program may enhance treatment plant 
management practices through generating knowledge of the sources, fate, 
and transport of pathogens.
    The Stage 2 M-DBP Advisory Committee recommended 0.5-log 
Cryptosporidium treatment credit for a watershed control program (USEPA 
2000a), and the August 11, 2003 proposal included criteria for PWSs to 
receive this credit (USEPA 2003a). The following discussion summarizes 
the basis for this credit and for differences in associated 
requirements between the proposal and today's final rule.
    The efficacy of a watershed control program in reducing levels of 
Cryptosporidium and other microbial pathogens depends on the ability of 
a PWS to identify and control sources of fecal contamination. The fecal 
sources that are significant in a particular watershed and the control 
measures that will be effective in mitigating these sources are site 
specific. Consequently, EPA believes that States should determine 
whether a watershed control program developed by a PWS to reduce 
Cryptosporidium contamination warrants 0.5-log treatment credit. 
Accordingly, today's rule requires State approval of watershed control 
programs for PWSs to receive credit.
    If a PWS intends to implement a watershed control program to comply 
with Cryptosporidium treatment requirements under today's rule, EPA 
believes the PWS should notify the State at least two years prior to 
the required treatment compliance date. This notification will give the 
State an opportunity to communicate with the PWS regarding site-
specific considerations for a watershed control program. Further, the 
PWS should submit the proposed watershed control plan to the State for 
approval at least one year prior to the treatment compliance date. This 
schedule will give the State time to evaluate the program for approval 
and, if necessary, allow the PWS to make modifications necessary for 
approval. Thus, today's rule establishes these reporting deadlines.
    The required elements for a watershed control plan in today's rule 
are the minimum necessary for a program that will be effective in 
reducing levels of Cryptosporidium and other pathogens in a treatment 
plant intake. These elements include defining the area of the watershed 
where contamination can affect the intake water quality, identifying 
sources of contamination within this area, evaluating control measures 
to reduce contamination, and developing an action plan to implement 
specific control measures.
    EPA encourages PWSs to leverage other Federal, State, and local 
programs in developing the elements of their watershed control plans. 
For example, SDWA section 1453 requires States to carry out a source 
water assessment program (SWAP) for PWSs. Depending on how a State 
implements this program, the SWAP may be used to define the area of 
influence in the watershed and identify actual and potential 
contamination sources. In 2002, EPA launched the Watershed Initiative 
(67 FR 36172, May 23, 2002) (USEPA 2002b), which will provide grants to 
support watershed-based approaches to preventing, reducing, and 
eliminating water pollution. In addition, EPA recently promulgated 
regulations for Concentrated Animal Feeding Operations that will limit 
discharges that contribute microbial pathogens to watersheds.
    Many PWSs do not control the watersheds of their sources of supply. 
Their watershed control plans should involve partnerships with 
watershed landowners and government agencies that have authority over 
activities in the watershed that may contribute Cryptosporidium to the 
water supply. Stakeholders that control activities that could 
contribute to Cryptosporidium contamination include municipal 
government and private operators of wastewater treatment plants, 
livestock farmers and persons who spread manure, individuals with 
failing septic systems, logging operations, and other government and 
commercial organizations.
    After a State approves a watershed control plan for a PWS and 
initially awards 0.5-log Cryptosporidium treatment credit, the PWS must 
submit a watershed control program status report to the State each 
year. These reports are required for States to exercise oversight and 
ensure that PWSs implement the approved watershed control plan. They 
also provide a mechanism for PWSs to work with the States to address 
any shortcomings or necessary modifications in watershed control plans 
that are identified after plan approval.
    In addition, PWSs must undergo watershed sanitary surveys every 
three to five years by a State-approved party. These surveys will 
provide information to PWSs and States regarding significant changes in 
the watershed that may warrant modification of the approved watershed 
control plan. Also, they allow for an assessment of watershed control 
plan implementation.
    The proposed rule required watershed sanitary surveys annually, but 
EPA has reduced the frequency to every three to five years in today's 
final rule. This frequency is consistent with existing requirements for 
PWS sanitary surveys. EPA is establishing this longer frequency on the 
basis that most watersheds will not undergo significant changes over 
the course of a single year. If significant changes in the watershed do 
occur, however, PWSs must identify these changes in their annual 
program status reports. In addition, States have

[[Page 687]]

the authority to require that a watershed sanitary survey be conducted 
at an earlier date if the State determines that significant changes may 
have occurred in the watershed since the previous survey.
    In the proposed rule, approval of a watershed control program 
expired after a PWS completed the second round of source water 
monitoring, and the PWS had to reapply for program approval. Today's 
final rule, however, does not include this requirement. Instead, 
today's rule gives States authority to revoke Cryptosporidium treatment 
credit for a watershed control program at any point if a State 
determines that a PWS is not implementing the approved watershed 
control plan. EPA believes this approach is preferable to the automatic 
expiration of credit in the proposed rule for two reasons: (1) It 
assures PWSs that if they implement the approved watershed control 
plan, they will maintain the treatment credit; and (2) it gives States 
the authority to ensure PWSs implement watershed control programs for 
which they receive treatment credit and to take action at any time if a 
PWS does not.
    EPA believes that PWSs should be eligible to receive 
Cryptosporidium treatment credit for watershed control programs that 
are in place prior to the treatment compliance date. The same 
requirements for watershed control program treatment credit apply 
regardless of whether the program is new or existing at the time the 
PWS submits the watershed control plan for approval. In the case of 
existing programs, the watershed control plan must list future activities 
the PWS will undertake that will reduce source water contamination.
    The Toolbox Guidance Manual lists programmatic resources and 
guidance available to assist PWSs in building partnerships and 
implementing watershed protection activities. It also incorporates 
information on the effectiveness of different control measures to 
reduce Cryptosporidium levels and provides case studies of watershed 
control programs. This guidance is intended to assist both PWSs in 
developing watershed control programs and States in assessing and 
approving these programs.
    In addition to this guidance and other technical resources, EPA 
provides funding for watershed and source water protection through the 
Drinking Water State Revolving Fund (DWSRF) and Clean Water State 
Revolving Fund (DWSRF). Under the DWSRF program, States may fund source 
water protection activities by PWSs, including watershed management and 
pathogen source reduction plans. CWSRF funds can be used for 
agricultural best management practices to reduce pathogen loading in 
receiving waters and for the replacement of failing septic systems.

c. Summary of Major Comments

    Public comments on the August 11, 2003, LT2ESWTR proposal supported 
the concept of awarding credit towards Cryptosporidium treatment 
requirements for an effective watershed control program. Commenters 
expressed concerns, however, with specific criteria for awarding this 
credit, including annual watershed sanitary surveys, re-approval of 
watershed control programs, standards for existing watershed control 
programs, and public availability of documents related to the watershed 
control program. A summary of these comments and EPA's responses follows.
    Regarding the proposed requirement for annual watershed sanitary 
surveys, commenters stated that this frequency is too high because 
activities to reduce Cryptosporidium contamination in the watershed 
will often take many years to implement. These commenters recommended 
that watershed sanitary surveys be performed every three to five years 
in conjunction with PWSs sanitary surveys or longer. In contrast, other 
commenters supported annual watershed sanitary surveys as being 
necessary to allow proper responses to new sources of contamination 
that can occur quickly in watersheds. Such sources can occur through 
development, new recreation programs, fires, unauthorized activities, 
and other factors.
    While EPA believes that regular watershed sanitary surveys are 
necessary to identify new sources of contamination and allow States to 
properly oversee watershed control programs, EPA agrees that 
significant changes typically will not occur over one year. Therefore, 
today's final rule requires PWSs that receive Cryptosporidium treatment 
credit for a watershed control program to undergo watershed sanitary 
surveys every three to five years, rather than every year. To address 
the concern that new sources of watershed contamination can arise 
quickly, today's rule requires PWSs to identify any significant changes 
that have occurred in their watersheds in their annual program status 
reports. States can then require a watershed sanitary survey at an earlier 
date if significant changes have occurred since the previous survey.
    Many commenters opposed the proposed requirement for PWSs to 
reapply for approval of their watershed control programs after 
completing the second round of source water monitoring. The concern was 
that this requirement would discourage PWSs from pursuing watershed 
control programs because they would be uncertain about whether they 
would continue to receive treatment credit for their programs in the 
future. As an alternative, commenters recommended that States monitor 
the progress of PWSs in implementing watershed control programs through 
the watershed sanitary surveys and annual status reports. A State could 
then deny treatment credit to a PWS if it failed to demonstrate 
adequate commitment to its approved watershed control plan.
    EPA agrees with these comments and today's final rule does not 
include a requirement for re-approval of the watershed control program 
after the second round of monitoring. Instead, PWSs must submit annual 
program status reports to the State and undergo regular watershed 
sanitary surveys. If the State determines that a PWS is not 
implementing its approved watershed control plan on the basis of these 
measures, it can withdraw the treatment credit associated with the 
program. PWSs that implement their approved watershed control plans, 
however, can maintain the associated treatment credit indefinitely 
under today's rule.
    Several commenters stated that PWSs with existing watershed control 
programs should be eligible for Cryptosporidium treatment credit under 
the same standards that apply to new programs. EPA agrees that both 
existing and new watershed control programs should be eligible for 
Cryptosporidium treatment credit under the same standards, and today's 
rule allows this. As is required for new programs, PWSs with existing 
watershed control programs must submit a watershed control plan that 
details future activities the PWS will implement to reduce source water 
contamination. As with new programs, States will have the discretion to 
approve the proposed watershed control plan for 0.5-log Cryptosporidium 
treatment credit.
    With respect to a proposed requirement that the watershed control 
plan, annual status reports, and watershed sanitary surveys be made 
available to the public, commenters stated that homeland security 
concerns are associated with these documents. Homeland security 
concerns apply to information on the location of treatment plant 
intakes and other structures. EPA agrees that there are security 
concerns associated with watershed control program documents. EPA also 
believes, though, that the public should be allowed to learn about the 
actions PWSs

[[Page 688]]

plan to take to address Cryptosporidium contamination and the progress 
of PWSs in implementing these actions. Consequently, today's rule 
requires PWSs to make the approved watershed control plan, annual 
status reports, and watershed sanitary surveys available to the public. 
However, PWSs may withhold portions of these documents that raise 
security concerns with State approval.
3. Alternative Source
a. Today's Rule
    If approved by the State, a PWS may determine its Cryptosporidium 
treatment requirements under today's rule using additional source water 
monitoring results for an alternative treatment plant intake location 
or an alternative intake operational strategy. By meeting the 
requirements of this option, which are described as follows, a PWS may 
reduce its Cryptosporidium treatment requirements under today's rule.
    ? Monitoring for an alternative intake location or 
operational strategy, termed ``alternative source monitoring,'' may 
only be performed in addition to monitoring the existing plant 
intake(s) (i.e., the intake(s) the PWS uses when it must begin 
monitoring under today's rule).
    ? Alternative source monitoring must meet the sample number, 
sample frequency, and data quality requirements that apply to source 
water monitoring for bin classification, as described in section IV.A.
    ? PWSs that perform alternative source monitoring must 
complete this monitoring by the applicable deadline for treatment bin 
classification under today's rule, as described in section IV.G. Unless 
a PWS grandfathers monitoring data for the existing plant intake, 
alternative source monitoring must be performed concurrently with 
monitoring the existing intake.
    ? PWSs must submit the results of alternative source 
monitoring to the State, along with supporting information documenting 
the location and/or operating conditions under which the alternative 
source monitoring was conducted. If a PWS fulfills these requirements, 
the PWS may request that the State classify the PWS in a treatment bin 
under today's rule using the alternative source monitoring results.
    ? If the State approves bin classification for a PWS using 
alternative source monitoring results, the PWS must relocate the plant 
intake or implement the intake operational strategy to reflect the 
alternative source monitoring. The PWS must complete these actions no 
later than the applicable date for the PWS to comply with 
Cryptosporidium treatment requirements under today's rule. The State 
may specify reporting requirements to verify operational practices.
    Failure by a PWS that is classified in a treatment bin using 
alternative source monitoring to relocate the intake or implement the 
new intake operational strategy, as required, by the applicable 
treatment compliance deadline is a treatment technique violation. This 
violation lasts until the State determines that the PWS has carried out 
required changes to the intake location or operation or is providing 
the level of Cryptosporidium treatment required for the existing intake 
location and operation.
b. Background and Analysis
    Plant intake refers to the works or structures at the head of a 
conduit through which water is diverted from a source (e.g., river or 
lake) into a treatment plant. Plants may be able to reduce influent 
Cryptosporidium levels by changing the intake placement (either within 
the same source or to an alternate source) or managing the timing or 
level of withdrawal.
    The Stage 2 M-DBP Advisory Committee recommended that PWSs be 
allowed to modify their plant intakes to comply with today's rule, and 
the August 11, 2003 proposal included this option (USEPA 2000a). The 
requirements for this option in today's final rule are unchanged from 
the proposal. The following discussion summarizes the basis for these 
requirements.
    The effect of changing the location or operation of a plant intake 
on influent Cryptosporidium levels can only be ascertained through 
monitoring. Consequently, EPA is not establishing a prescriptive credit 
for this option. Rather, if a PWS expects that Cryptosporidium levels 
from a current plant intake will result in a bin classification 
requiring additional treatment under today's rule, the PWS may conduct 
additional Cryptosporidium monitoring reflecting a different intake 
location or operational strategy (alternative source monitoring). The 
PWS may then request that the State approve bin classification for the 
plant based on alternative source monitoring results, provided the PWS 
will implement the corresponding changes to the intake location or 
operation.
    PWSs that conduct alternative source monitoring must also monitor 
their existing plant intakes. Monitoring the existing intake is 
required for the State to determine a treatment bin classification for 
a plant in the event the PWS does not modify the intake (to reflect 
alternative source monitoring) prior to the treatment compliance 
deadline under today's rule.
    Further, PWSs must conduct alternative source monitoring within the 
applicable time frame for source water monitoring under today's rule. 
This approach is required for the State to determine a bin 
classification for the plant based on alternative source monitoring by 
the bin classification deadline. In addition, this timing will allow 
the PWS to modify the intake or implement additional treatment, if 
necessary, by the treatment compliance deadline. This requirement 
means, however, that unless a PWS meets the requirement for monitoring 
its existing intake through grandfathering, the PWS must perform 
alternative source monitoring concurrently with existing intake 
monitoring, although it does not have to be on exactly the same schedule.
    Because alternative source monitoring will be used for bin 
classification, this monitoring must comply with all applicable 
requirements for source water monitoring that are described in section 
IV.A. Further, the PWS must provide the State with supporting 
information documenting the conditions, such as the source location, 
under which the alternative source monitoring was conducted. This 
documentation is required so that if bin classification is based on 
alternative source monitoring results, the State can ensure the PWS 
implements the corresponding modifications to the intake.
c. Summary of Major Comments
    Public comments on the August 11, 2003, LT2ESWTR proposal supported 
allowing PWSs to determine treatment bin classification by monitoring 
for an alternative intake location or operational strategy. Several 
commenters stated they were unsure if this option would be widely used 
due to the burden of performing Cryptosporidium monitoring at both the 
current intake and the alternative source. Commenters also recommended 
that PWSs first conduct source water assessments or watershed sanitary 
surveys to evaluate intake management strategies to reduce 
Cryptosporidium levels in the plant influent.
    In response, EPA believes that PWSs who choose alternative source 
monitoring must also monitor their current intake so that the State can 
determine the appropriate bin classification if the PWS does not

[[Page 689]]

subsequently modify its intake. While few PWSs may choose to pursue 
alternative source monitoring, EPA believes this option should be 
available for PWSs that elect to do so. EPA agrees that it is 
appropriate for PWSs to assess contamination sources in the watershed 
when considering whether to relocate or change the operation of their 
intakes. The Toolbox Guidance Manual provides direction to PWSs on 
conducting these assessments.
    EPA requested comment on whether representative Cryptosporidium 
monitoring can be performed prior to implementation of a new intake 
strategy (e.g., monitoring a new source prior to constructing a new 
intake structure). Commenters stated that there may be situations where 
allowing Cryptosporidium monitoring to demonstrate a reduction in 
oocyst levels prior to implementation of a new intake strategy is 
appropriate. Incurring costs for constructing a new intake before 
determining whether the strategy will reduce oocyst levels is not cost 
effective. EPA agrees with this comment and today's rule allows PWSs to 
conduct alternative source monitoring prior to constructing a new 
intake and to base their bin classification on these monitoring results 
with State approval.
4. Pre-Sedimentation With Coagulant
a. Today's Rule
    Presedimentation is a preliminary treatment process used to remove 
gravel, sand and other particulate material from the source water 
through settling before the water enters the primary clarification and 
filtration processes in a treatment plant. PWSs receive 0.5-log credit 
towards Cryptosporidium treatment requirements under today's rule for a 
presedimentation process that meets the following conditions:
    ? Treats all flow reaching the treatment plant;
    ? Continuously adds a coagulant to the presedimentation basin;
    ? Achieves one of the following two performance criteria:
    (1) Demonstrates at least 0.5-log mean reduction of influent 
turbidity. This reduction must be determined using daily turbidity 
measurements in the presedimentation process influent and effluent and 
must be calculated as follows: log10 (monthly mean of daily 
influent turbidity)--log10 (monthly mean of daily effluent 
turbidity).
    (2) Complies with State-approved performance criteria that 
demonstrate at least 0.5-log mean removal of micron-sized particulate 
material, such as aerobic spores, through the presedimentation process.
    PWSs may receive treatment credit for a presedimentation process 
during any month the process meets these conditions. To be eligible for 
credit, PWSs must report compliance with these conditions to the State 
each month. PWSs may earn presedimentation treatment credit for only 
part of the year if the process does not meet these conditions year-
round. In this situation, PWSs must fully meet their Cryptosporidium 
treatment requirements under today's rule using other microbial toolbox 
options during those months when the PWS does not receive treatment 
credit for presedimentation.
    Alternatively, PWSs may apply to the State for Cryptosporidium 
treatment credit for presedimentation processes using a demonstration 
of performance, as described in section IV.D.9. Demonstration of 
performance provides an option for PWSs with presedimentation processes 
that do not meet these prescribed conditions for treatment credit and 
for PWSs who seek greater than 0.5-log Cryptosporidium treatment credit 
for their presedimentation processes.
    PWSs are not eligible for Cryptosporidium treatment credit for a 
presedimentation process if their sampling point for the source water 
Cryptosporidium monitoring used for bin classification was after (i.e., 
downstream of) the presedimentation process. In this case, the removal 
achieved by the presedimentation process will be reflected in the 
monitoring results and bin classification.
b. Background and Analysis
    Presedimentation involves passing raw water through retention 
basins in which particulate material is removed through settling. PWSs 
use presedimentation to reduce and stabilize particle concentrations 
prior to the primary clarification and filtration processes in a 
treatment plant. Presedimentation is often operated at higher hydraulic 
overflow rates than conventional sedimentation (the sedimentation 
process that directly precedes filtration in a conventional treatment 
plant) and may not involve coagulant addition. PWSs may operate a 
presedimentation process only during periods of high raw water turbidity.
    As a process for removing particles, presedimentation can reduce 
Cryptosporidium levels to some degree. In addition, presedimentation 
can improve the performance of subsequent treatment processes by 
dampening variability in raw water quality. The efficacy of 
presedimentation in removing particles, including Cryptosporidium, is 
influenced by the use of coagulant, the hydraulic loading rate, water 
quality parameters like temperature and turbidity, and physical 
characteristics of the sedimentation basin.
    The Stage 2 M-DBP Advisory Committee recommended 0.5-log 
Cryptosporidium treatment credit for presedimentation with coagulation 
(USEPA 2000a). The August 11, 2003 proposal included criteria, which 
were similar to those in today's final rule, for PWSs to receive this 
credit (USEPA 2003a). The following discussion summarizes the basis for 
this credit and for differences in associated requirements between the 
proposal and today's final rule.
    In the proposal, EPA reviewed published studies of Cryptosporidium 
removal through conventional sedimentation processes by Payment and 
Franco (1993), Kelly et al. (1995), Patania et al. (1995), States et 
al. (1997), Edzwald and Kelly (1998), and Dugan et al. (2001). These 
studies included bench-, pilot-, and full-scale processes, and the 
reported levels of Cryptosporidium removal varied widely, ranging from 
0.4- to 3.8-log. In addition, these studies also supported two other 
significant findings:

    (1) Proper coagulation significantly improves Cryptosporidium 
removal through sedimentation. In Dugan et al. (2001), for example, 
average Cryptosporidium removal across a sedimentation basin was 
1.3-log with optimal coagulation and decreased to 0.2-log when the 
coagulant dose was insufficient.
    (2) The removal of aerobic spores correlates well with the 
removal of Cryptosporidium when a coagulant is present. This 
indicates that aerobic spores, which are naturally present in 
surface waters, may be used as an indicator of Cryptosporidium 
removal in coagulated full-scale sedimentation processes.

    Cryptosporidium removal efficiencies in conventional sedimentation 
may be higher than in presedimentation due to differences in hydraulic 
loading rates, coagulant doses, and other factors. EPA identified no 
published studies of Cryptosporidium removal through presedimentation 
processes. In the proposal, however, EPA evaluated data on the removal 
of aerobic spores in the presedimentation processes of three PWSs as an 
indicator of Cryptosporidium removal (USEPA 2003a). All three PWSs 
added a coagulant (polymer, metal salts, or recycled sludge) to the 
presedimentation process. The mean removal of aerobic spores through 
presedimentation in the three PWSs ranged from 0.5- to 1.1-log over time

[[Page 690]]

spans ranging from several months to several years.
    These data support the finding that full-scale presedimentation 
processes can achieve Cryptosporidium removals of 0.5-log and greater 
under routine operating conditions and over an extended time period. 
Accordingly, EPA concluded that 0.5-log Cryptosporidium treatment 
credit for presedimentation processes is appropriate under certain 
conditions. Today's rule establishes three conditions for PWSs to 
receive this credit.
    The first condition for presedimentation to receive 0.5-log 
Cryptosporidium treatment credit is that the process must treat all 
flow reaching the treatment plant. Presedimentation cannot reduce the 
Cryptosporidium level entering a treatment plant by 0.5-log or greater 
on a continuous basis if the process is operated intermittently or 
treats only a fraction of the plant flow. EPA recognizes that for some 
PWSs, operating a presedimentation process intermittently in response 
to high turbidity levels is preferable to continuous operation. By 
establishing a requirement for continuous operation as a condition for 
treatment credit, EPA is not recommending against intermittent 
operation of presedimentation processes. Rather, EPA is only 
identifying one of the conditions under which a 0.5-log Cryptosporidium 
treatment credit for presedimentation appears to be justified.
    A second condition for presedimentation treatment credit is that 
the process must operate with coagulant addition. Available data 
support awarding 0.5-log Cryptosporidium treatment credit to a 
presedimentation process only when a coagulant is present. The full-
scale presedimentation data reviewed in the proposal involved coagulant 
addition, and literature studies indicate that Cryptosporidium removal 
through sedimentation can be substantially lower in the absence of 
sufficient coagulant. Further, the Stage 2 M-DBP Advisory Committee 
specifically recommended 0.5-log Cryptosporidium treatment credit for 
presedimentation with coagulation (USEPA 2000a). Based on these 
factors, EPA concluded that coagulation is a necessary condition for 
PWSs to receive treatment credit for presedimentation.
    The third condition for awarding treatment credit to 
presedimentation is that the process must achieve a monthly mean 
turbidity reduction of at least 0.5-log or meet alternative State-
approved performance criteria. This requirement stems from a 
recommendation by the SAB, which reviewed data for awarding treatment 
credit to presedimentation under the LT2ESWTR. In their report, the SAB 
concluded that available data were minimal to support 0.5-log 
prescribed credit for presedimentation and recommended that performance 
criteria other than overflow rate be included if credit is given for 
presedimentation (SAB 2003).
    In response to this recommendation by the SAB, EPA analyzed the 
relationship between removal of aerobic spores (as an indicator of 
Cryptosporidium removal) and reduction in turbidity in the full-scale 
presedimentation processes of three PWSs. The results of this analysis, 
which are shown in Table IV.D-2, suggest that presedimentation 
processes achieving a monthly mean reduction in turbidity of at least 
0.5-log have a high likelihood of reducing mean Cryptosporidium levels 
by 0.5-log or more. Consequently, EPA concluded that turbidity 
reduction is an appropriate performance criterion for awarding 
Cryptosporidium treatment credit to presedimentation basins. The Agency 
believes this performance criterion addresses the concern raised by the 
SAB.

  Table IV.D-2.--Relationship Between Mean Turbidity Reduction and the
     Percent of Months When Mean Spore Removal Was at Least 0.5 Log
------------------------------------------------------------------------
                                                            Percent of
                                                          months with at
                                                           least 0.5 Log
        Log reduction in turbidity (monthly mean)         Mean Reduction
                                                             in spores
                                                             (percent)
------------------------------------------------------------------------
at least 0.1-log........................................              64
at least 0.2-log........................................              68
at least 0.3-log........................................              73
at least 0.4-log........................................              78
at least 0.5-log........................................              89
at least 0.6-log........................................              91
at least 0.7-log........................................              90
at least 0.8-log........................................              89
at least 0.9-log........................................              95
at least 1.0-log........................................             96
------------------------------------------------------------------------
 Source: Data from Cincinnati Water Works, Kansas City Water Services
  Department, and St. Louis Water Division.

    The proposed rule required PWSs to achieve at least 0.5-log 
turbidity reduction through presedimentation in at least 11 of the 12 
previous consecutive months to be eligible for presedimentation 
treatment credit. EPA recognizes, however, that some PWSs will not be 
able to demonstrate at least 0.5-log turbidity reduction through 
presedimentation during months when raw water turbidity is lower. As a 
result, these PWSs would not be able to achieve treatment credit for 
their presedimentation basins. To provide more options for these PWSs, 
EPA has modified this requirement in today's final rule in two respects.
    The first modification is that in today's final rule, PWSs must 
demonstrate compliance with the conditions for presedimentation 
treatment credit on a monthly, rather that a yearly basis. This 
requirement allows treatment credit for presedimentation in any month a 
PWS can demonstrate at least 0.5-log turbidity reduction, even if the 
PWS cannot achieve this level of turbidity reduction in all months of 
the year.
    A PWS that meets the conditions for presedimentation treatment 
credit for only part of the year must implement other microbial toolbox 
options to comply with Cryptosporidium treatment requirements in the 
remainder of the year. Nevertheless, achieving presedimentation 
treatment credit for even part of the year may benefit certain PWSs. 
For example, a PWS may be able to reduce the level of disinfection it 
provides during the months it receives presedimentation treatment 
credit, or this treatment credit may provide a margin of safety to 
ensure compliance with Cryptosporidium treatment requirements.
    The second modification is the allowance for States to approve 
alternative performance criteria to turbidity reduction that 
demonstrate at least 0.5-log mean removal of micron-sized particulate 
material through the presedimentation process. EPA believes that 
aerobic spores are an appropriate alternative criterion. As described 
earlier, studies support the use of aerobic spores as an indicator of 
Cryptosporidium removal in coagulated sedimentation processes. If 
approved by the State, a PWS could receive 0.5-log treatment credit for 
presedimentation by demonstrating at least 0.5-log reduction in aerobic 
spores. The Toolbox Guidance Manual provides information on analytical 
methods for measuring aerobic spores. This may provide an option for 
PWSs that are not able to demonstrate 0.5-log turbidity reduction but 
have a sufficient concentration of aerobic spores in their raw water. 
PWSs may work with States to identify other alternative criteria, as 
well as appropriate monitoring to support use of the criteria.
c. Summary of Major Comments
    Public comments on the August 11, 2003, LT2ESWTR proposal supported 
allowing PWSs to achieve 0.5-log credit towards Cryptosporidium 
treatment requirements for presedimentation with

[[Page 691]]

coagulation. Some commenters also supported the proposed operational, 
monitoring, and performance conditions required for PWSs to receive 
this credit. Other commenters, however, opposed the proposed 
requirement for turbidity reduction as a condition for receiving 
presedimentation treatment credit. A summary of these commenters' 
concerns and EPA's responses follows.
    Commenters who opposed requiring turbidity reduction for 
presedimentation treatment credit were concerned that PWSs cannot 
achieve this criterion during periods when raw water turbidity is low. 
Further, these commenters stated that turbidity removal does not 
reflect the overall benefits of presedimentation, which improves the 
performance of the primary treatment train by equalizing water quality. 
Some commenters also provided data showing the reduction in turbidity 
and aerobic spore levels in the presedimentation processes of several 
PWSs and stated that turbidity removal may not be an appropriate 
indicator of acceptable performance for presedimentation basins. 
Several commenters suggested that EPA establish a limit on hydraulic 
overflow rate in place of a turbidity removal requirement.
    In response, EPA continues to believes that 0.5-log turbidity 
reduction is an appropriate performance indicator for 0.5-log 
Cryptosporidium reduction in presedimentation processes. EPA has 
reviewed the additional data submitted by commenters on the removal of 
turbidity and aerobic spores (as an indicator of Cryptosporidium 
removal) in full-scale presedimentation basins. These data are 
consistent with data reviewed for the proposal in showing that when 
turbidity removal was below 0.5-log, removal of aerobic spores was also 
usually below 0.5-log. Conversely, when turbidity reduction exceeded 
0.5-log, aerobic spore removal was typically higher than 0.5-log. 
Consequently, while there is not a one-to-one relationship between 
reduction in turbidity and reduction in aerobic spores, 0.5-log 
turbidity reduction is a reasonable indicator of when Cryptosporidium 
removal is likely to be at least 0.5-log.
    EPA recognizes, though, that 0.5-log turbidity reduction through 
presedimentation will not be feasible for some PWSs when raw water 
turbidity is low. Today's final rule contains several provisions to 
address this concern. First, PWSs can receive credit for 
presedimentation during any month the process achieves 0.5-log 
turbidity removal. Thus, PWSs that cannot achieve 0.5-log turbidity 
reduction year-round may receive credit for presedimentation in those 
months when they can meet this condition. Today's rule also allows PWSs 
to receive presedimentation credit using State-approved performance 
criteria other than turbidity reduction. If approved by the State, a 
PWS may receive credit for presedimentation by demonstrating, for 
example, 0.5-log reduction in aerobic spores. Finally, if 
presedimentation improves treatment plant performance by reducing and 
equalizing particle loading, a PWS can receive additional treatment 
credit under today's rule for achieving lower filtered water turbidity 
(see section IV.D.7).
5. Two-Stage Lime Softening
a. Today's Rule
    Lime softening in drinking water treatment involves the addition of 
lime and other chemicals to remove hardness (calcium and magnesium) 
through precipitation. In single-stage softening, chemical addition and 
hardness precipitation occur in a single clarification process prior to 
filtration. In two-stage softening, chemical addition and hardness 
precipitation occur in each of two sequential clarification processes 
prior to filtration. In some water treatment plants, a portion of the 
raw water bypasses a softening process (i.e., split softening) in order 
to achieve a desired pH and alkalinity level in the treated water.
    Under today's rule, single-stage softening with filtration receives 
a prescribed 3.0-log credit towards Cryptosporidium treatment 
requirements, which is equivalent to conventional treatment (see 
section IV.B). Two-stage softening receives an additional 0.5-log 
Cryptosporidium treatment credit during any month a PWS meets the 
following conditions:

    (1) Chemical addition and hardness precipitation occur in two 
separate and sequential softening stages prior to filtration; and
    (2) Both softening stages treat the entire plant flow taken from 
surface water sources or GWUDI (i.e., no portion of the plant flow 
from a surface water source may bypass either softening stage).

    Alternatively, PWSs may apply to the State for Cryptosporidium 
treatment credit for softening processes using a demonstration of 
performance, as described in section IV.D.9. Demonstration of 
performance provides an option for PWSs with softening processes that 
do not meet these conditions for prescribed treatment credit and for 
PWSs who seek greater than the prescribed Cryptosporidium treatment 
credit for their softening processes.
b. Background and Analysis
    Lime softening is a common practice that PWSs use to reduce water 
hardness, which is primarily calcium and magnesium. The addition of 
lime elevates the pH of the raw water. Elevation to pH 9.4 or higher 
causes precipitation of calcium carbonate and further elevation to pH 
10.6 or higher causes precipitation of magnesium hydroxide. Soda ash 
may be added with lime to precipitate non-carbonate hardness. Removal 
of the precipitate occurs through clarification (e.g., sedimentation 
basin) and filtration processes. Coagulants and recycled softening 
sludge are often used to enhance removal. In two-stage softening, the 
second stage is commonly used to precipitate magnesium, along with 
increased levels of calcium.
    In addition to reducing hardness, softening processes remove 
particulate material present in the raw water, including microbial 
pathogens like Cryptosporidium. Particulate material flocculates with 
the softening precipitate and is removed through the clarification and 
filtration processes, similar to a conventional treatment plant. The 
degree of Cryptosporidium removal will depend on the amount of 
precipitate formation, the use of coagulants, the raw water quality, 
and other factors. Available data indicate that the elevated pH used in 
softening does not inactivate Cryptosporidium or Giardia (Logsdon et 
al. 1994, Li et al. 2001), though it does inactivate some microorganisms 
like viruses (Battigelli and Sobsey, 1993, Logsdon et al. 1994).
    The Stage 2 M-DBP Advisory Committee recommended that lime 
softening be eligible for up to 1.0-log additional Cryptosporidium 
treatment credit based on a site-specific demonstration of performance, 
but did not recommend any prescribed credit for this process (USEPA 
2000a). After reviewing available data, however, EPA included a 
prescribed 0.5-log Cryptosporidium treatment credit for two-stage lime 
softening in the August 11, 2003 proposal (USEPA 2003a). This approach 
reflected a recommendation by the SAB, which supported an additional 
0.5-log treatment credit for two-stage lime softening if all the water 
passes through both stages (SAB 2003). The proposal also allowed for 
greater treatment credit through a demonstration of performance. The 
following discussion summarizes the basis for the lime softening 
treatment credit in today's final rule and differences with the proposal.
    In the proposal, EPA reviewed a study by Logsdon et al. (1994) that 
evaluated

[[Page 692]]

Cryptosporidium removal in full-scale lime softening plants. 
Cryptosporidium was detected in the raw water at 5 plants: one single-
stage plant and four two-stage plants. Based on measured levels, the 
removal of Cryptosporidium across the softening clarification 
(sedimentation) stages was 1.0-log in the single stage plant and ranged 
from 1.1-to 2.3-log in the two-stage plants. Cryptosporidium reductions 
from raw to filtered water were 0.6- and 2.2-log in the single stage 
plant and ranged from greater than 2.67- to greater than 3.85-log in 
the two-stage plants.
    EPA also evaluated data collected by PWSs on the removal of aerobic 
spores in full-scale lime softening plants. As discussed earlier, 
studies have shown the removal of aerobic spores to be an indicator for 
Cryptosporidium removal, and one pilot-scale study of a softening plant 
found significantly greater removal of Cryptosporidium than aerobic 
spores under similar treatment conditions (Clark et al., 2001). For the 
full-scale plants, average reductions in aerobic spores across the 
softening clarification stages were 2.4- and 2.8-log for two plants 
that practice two-stage softening and were 1.6- and 2.4-log for two 
plants that practice single-stage softening (USEPA 2003a).
    The Cryptosporidium removal data from Logsdon et al. (1994) and the 
aerobic spore removal data provided by PWSs indicate that a lime 
softening clarification stage can achieve greater than 0.5-log 
Cryptosporidium removal during routine operation. Consequently, EPA 
agrees with the SAB recommendation to award an additional 0.5-log 
Cryptosporidium treatment credit for two-stage softening. Today's rule 
establishes two-conditions for PWSs to receive this credit.
    The first condition for 0.5-log treatment credit for two-stage 
softening is that chemical addition and hardness precipitation must 
occur in two separate and sequential softening stages prior to 
filtration. The purpose of this condition is to ensure that plants 
receiving additional credit for two-stage softening actually have 
softening and associated particle removal occurring in each of two 
sequential clarification stages. Plants with other types of 
clarification processes in series with a softening stage are not 
eligible for two-stage softening credit. Such plants may, however, be 
eligible for additional treatment credit for other microbial toolbox 
options, such as presedimentation, or may achieve additional credit 
through a demonstration of performance.
    The second condition for two-stage softening treatment credit is 
that both softening stages must treat the entire plant flow taken from 
a surface water source or GWUDI. The SAB recommended this condition, 
which reflects the understanding that a softening stage is unlikely to 
reduce overall Cryptosporidium levels by 0.5-log or more if it treats 
only a fraction of the plant flow.
    EPA recognizes that some PWSs using softening will bypass a 
softening stage in order to maintain a desired pH and alkalinity level 
in the treated water, and EPA is not recommending against this practice 
generally. Rather, the restriction on bypassing a softening stage in 
today's rule applies only to PWSs that seek additional treatment credit 
for softening. Additionally, plants that soften both surface water and 
ground water are eligible for softening treatment credit if they bypass 
a softening stage only with ground water that is not under the direct 
influence of surface water.
    The proposal also required that a coagulant be present in both 
clarifiers for a PWS to be eligible for additional treatment credit for 
two-stage softening. EPA is not establishing this requirement in 
today's final rule. While many PWSs that practice softening add 
coagulants to improve the removal of precipitates and other particles, 
the SAB did not recommend coagulant addition as a condition for 
receiving treatment credit. Further, available data do not indicate 
that additional coagulant is necessary to achieve at least 0.5-log 
Cryptosporidium removal across a softening clarification stage if 
hardness precipitation is occurring.
c. Summary of Major Comments
    Public comments on the August 11, 2003, LT2ESWTR proposal supported 
awarding additional Cryptosporidium treatment credit for lime softening 
processes. EPA received specific comments on the types of lime 
softening processes eligible for additional treatment credit, the 
amount of additional treatment credit awarded, and the need for a 
coagulant. A summary of these commenters' concerns and EPA's responses 
follows.
    In regard to the types of lime softening processes eligible for 
treatment credit, commenters recommended that EPA better define two-
stage softening. Commenters stated that two-stage softening involves 
two separate reaction chambers with the addition of the softening 
chemical at the beginning of each chamber. Some commenters recommended 
that eligibility for additional treatment credit should be based on the 
level of softening precipitate formed or the settled water turbidity 
and not on whether a plant practices single- or two-stage softening. 
Another commenter recommended that any plant designs with multiple, 
continuously operated clarification processes in series should be 
eligible for additional treatment credit.
    In response, EPA has refined the definition of two-stage softening 
in today's final rule, which requires that softening processes employ 
chemical addition and hardness precipitation in two sequential stages 
to be eligible for the prescribed additional treatment credit. EPA 
agrees with commenters that the level of precipitate formation will 
influence the degree of Cryptosporidium removal. Available data, 
however, indicate that two-stage softening will generally achieve more 
Cryptosporidium removal than single-stage softening. Consequently, EPA 
believes that two-stage softening should be eligible for the additional 
prescribed 0.5-log treatment credit. Plants with single-stage softening 
may receive additional treatment credit under today's rule through a 
demonstration of performance. Similarly, plants that employ multiple 
clarification process other than softening in series may receive 
additional treatment credit either as presedimentation or through a 
demonstration of performance.
    With respect to the amount of additional Cryptosporidium treatment 
credit for two-stage softening, most commenters supported awarding 3.0-
log treatment credit to single-stage lime softening, equivalent to a 
conventional treatment plant, and an additional prescribed 0.5-log 
treatment credit for two-stage lime softening. A few commenters 
requested that two-stage lime be granted an additional Cryptosporidium 
treatment credit of 1.0-log, based on the level of aerobic spore 
removal measured across softening clarifiers.
    EPA agrees with most commenters and the SAB that 0.5-log is an 
appropriate level of additional prescribed Cryptosporidium treatment 
credit for two-stage softening. Where plants are able to demonstrate a 
significantly higher level of removal of Cryptosporidium or an 
indicator like aerobic spores, they may apply for additional treatment 
credit through a demonstration of performance.
    Commenters stated that achieving particle removal in lime softening 
is not dependent on a coagulant like a metal salt or organic polymer. 
Some commenters recommended that coagulant be defined to include 
softening chemicals like lime and magnesium hydroxide (a softening

[[Page 693]]

precipitate). EPA agrees that available data do not demonstrate the 
need for a traditional metal salt or organic coagulant for effective 
particle removal in softening. Accordingly, today's final rule does not 
require the use of a coagulant as a condition for additional treatment 
credit in two-stage softening. Instead, each stage must involve 
chemical addition and hardness precipitation. EPA intends this 
requirement to ensure that softening and associated particle removal 
occur in each stage if a plant is to receive additional treatment 
credit for two-stage softening.
6. Bank Filtration
a. Today's Rule
    Bank filtration is a water treatment process that uses one or more 
pumping wells to induce or enhance natural surface water infiltration 
and to recover that surface water from the subsurface after passage 
through a river bed or bank(s). Under today's rule, bank filtration 
that serves as pretreatment to a filtration plant is eligible for 
Cryptosporidium treatment credit if it meets the following criteria:
    ? Wells with a ground water flow path of at least 25 feet 
receive 0.5-log treatment credit; wells with a ground water flow path 
of at least 50 feet receive 1.0-log treatment credit. The ground water 
flow path must be determined as specified in this section.
    ? Only wells in granular aquifers are eligible for treatment 
credit. Granular aquifers are those comprised of sand, clay, silt, rock 
fragments, pebbles or larger particles, and minor cement. A system must 
characterize the aquifer at the well site to determine aquifer 
properties. Systems must extract a core from the aquifer and 
demonstrate that in at least 90 percent of the core length, grains less 
than 1.0 mm in diameter constitute at least 10 percent of the core material.
    ? Only horizontal and vertical wells are eligible for treatment credit.
    ? For vertical wells, the ground water flow path is the 
measured distance from the edge of the surface water body under high 
flow conditions (determined by the 100 year floodplain elevation 
boundary or by the floodway, as defined in Federal Emergency Management 
Agency flood hazard maps) to the well screen. For horizontal wells, the 
ground water flow path is the measured distance from the bed of the 
river under normal flow conditions to the closest horizontal well 
lateral screen.
    ? Systems must monitor each wellhead for turbidity at least 
once every four hours while the bank filtration process is in 
operation. If monthly average turbidity levels, based on daily maximum 
values in the well, exceed 1 NTU, the system must report this result to 
the State and conduct an assessment within 30 days to determine the 
cause of the high turbidity levels in the well. If the State determines 
that microbial removal has been compromised, the State may revoke 
treatment credit until the system implements corrective actions 
approved by the State to remediate the problem.
    ? Springs and infiltration galleries are not eligible for 
treatment credit under this section, but are eligible for credit under 
the demonstration of performance provisions described in section IV.D.9.
    Alternatively, PWSs may apply to the State for Cryptosporidium 
treatment credit for bank filtration using a demonstration of 
performance. States may award greater than 1.0-log Cryptosporidium 
treatment credit for bank filtration based on a site-specific 
demonstration. For a bank filtration demonstration of performance 
study, today's rule establishes the following criteria:
    ? The study must follow a State-approved protocol and must 
involve the collection of data on the removal of Cryptosporidium or a 
surrogate for Cryptosporidium and related hydrogeologic and water 
quality parameters during the full range of operating conditions.
    ? The study must include sampling both from the production 
well(s) and from monitoring wells that are screened and located along 
the shortest flow path between the surface water source and the 
production well(s).

The Toolbox Guidance Manual provides guidance on conducting site-
specific bank filtration studies, including analytical methods for 
measuring aerobic and anaerobic spores, which may serve as surrogates 
for Cryptosporidium removal.
    PWSs using existing bank filtration as pretreatment to a filtration 
plant at the time the PWS must begin source water Cryptosporidium 
monitoring under today's rule must sample the well for the purpose of 
determining bin classification. These PWSs are not eligible to receive 
additional treatment credit for bank filtration. In these cases, the 
performance of the bank filtration process in reducing Cryptosporidium 
levels will be reflected in the monitoring results and bin classification.
    PWSs using bank filtration without additional filtration must 
collect source water samples in the surface water (i.e., prior to bank 
filtration) to determine bin classification unless the State approves 
an alternative monitoring location. This applies to systems using bank 
filtration to meet the Cryptosporidium removal requirements of the 
IESWTR or LT1ESWTR under the provisions for alternative filtration 
demonstration in 40 CFR 141.173(b) or 141.552(a). Bank filtration 
criteria for Cryptosporidium removal credit under today's rule do not 
apply to existing State actions regarding alternative filtration 
Cryptosporidium removal credit for IESWTR or LT1ESWTR compliance. PWSs 
using GWUDI sources must collect samples from the well (i.e., the 
ground water).
b. Background and Analysis
    Bank filtration is a water treatment process that makes use of 
surface water that has naturally infiltrated into ground water through 
a river bed or bank and is recovered via a pumping well. River bed 
infiltration is typically enhanced by the pumping action of nearby 
wells. Bank filtrate is water that is drawn into a pumping well from a 
nearby surface water source after having traveled through the 
subsurface (i.e., aquifer) and mixing with other ground water. In bank 
filtration, microorganisms and other particles are removed by contact 
with the aquifer materials.
    The Stage 2 M-DBP Advisory Committee recommended a prescribed 
Cryptosporidium treatment credit of 1.0-log for bank filtration with 
the option for PWSs to receive greater treatment credit through a site-
specific demonstration of performance (USEPA 2000a). The August 11, 
2003 proposal included criteria, similar to those in today's final 
rule, for PWSs to receive prescribed treatment credits of 0.5- and 1.0-
log (USEPA 2000a). The following discussion summarizes the basis for 
these credits and for differences in associated requirements between 
the proposal and today's final rule.
    Directly measuring the removal of Cryptosporidium through bank 
filtration is difficult due to the relatively low oocyst concentrations 
typically present in surface and ground water. In the proposal, EPA 
reviewed bank filtration field studies that measured the removal of 
Cryptosporidium surrogates, specifically aerobic and anaerobic 
bacterial endospores (Havelaar et al. 1995, Rice et al. 1996, Pang et 
al. 1998, Arora et al. 2000, Medema et al. 2000, and Wang et al. 2001). 
These microorganisms are suitable surrogates because they are resistant 
to inactivation in the subsurface, similar in size and shape to 
Cryptosporidium, and present in both surface and ground water at 
concentrations that allow calculation of log removal across the surface 
water-

[[Page 694]]

ground water interface and within the aquifer. In addition, EPA 
reviewed studies of the transport of Cryptosporidium through soil 
materials in laboratory column studies (Harter et al. 2000).
    Based on these studies, EPA concluded that bank filtration 
processes can achieve significant Cryptosporidium removal and that 
prescribed Cryptosporidium treatment credits of 0.5-log and 1.0-log are 
appropriate under certain conditions. These conditions are as follows: 
Only wells located in unconsolidated, predominantly sandy aquifers are 
eligible
    The bank filtration removal process performs most efficiently when 
the aquifer is comprised of granular materials with open pore-space for 
water flow around the grains. In these granular porous aquifers, the 
flow path is meandering, thereby providing ample opportunity for 
microorganisms to come into contact with and attach to a grain surface. 
Accordingly, only wells located in unconsolidated, granular aquifers 
are eligible for bank filtration treatment credit.
    Granular aquifers are those comprised of sand, clay, silt, rock 
fragments, pebbles or larger particles and minor cement. Specifically, 
a PWS must extract a core from the aquifer and demonstrate that in at 
least 90 percent of the core length, grains less than 1.0 mm in 
diameter constitute at least 10 percent of the core material. 
Laboratory column studies of Cryptosporidium transport (Harter et al., 
2000) and field studies of aerobic bacterial endospore passage in the 
subsurface (Pang et al., 1998) support these criteria.

Only Horizontal and Vertical Wells Are Eligible

    A number of devices are used for the collection of ground water 
including horizontal and vertical wells, spring boxes, and infiltration 
galleries. Among these, only horizontal and vertical wells are eligible 
for log removal credit because spring boxes and infiltration galleries 
are components of engineered systems designed to speed transport 
through or by-pass the naturally protective riverbed or bank.

Wells Must be Located 25 Feet From the Surface Water Source To Be 
Eligible for 0.5-Log Credit and Located at Least 50 Feet From the 
Surface Water Source To Be Eligible for 1.0-Log Credit

    A vertical or horizontal well located adjacent to a surface water 
body is eligible for bank filtration credit if there is sufficient 
ground water flow path length to effectively remove oocysts. 
Specifically, the ground water flow path must be at least 25 feet and 
50 feet for 0.5-log and 1.0-log Cryptosporidium treatment credit, 
respectively. The ground water flow path to a vertical well is the 
measured distance from the edge of the surface water body under high 
flow conditions (determined by the 100 year floodplain elevation 
boundary or floodway, as defined in Federal Emergency Management Agency 
flood hazard maps) to the wellhead. The ground water flow path to a 
horizontal well is the measured distance from the bed of the river 
under normal flow conditions to the closest horizontal well lateral.
    These required flow path distances for Cryptosporidium treatment 
credit are based on pathogen and surrogate monitoring data from bank 
filtration field studies (Wang et al. 2001, Havelaar et al. 1995, 
Medema et al. 2000). Results from these studies show that significant 
removal of anaerobic and aerobic spores can occur during passage across 
the surface water--ground water interface, with lesser removal 
occurring during ground water transport within the aquifer away from 
that interface. The ground water--surface water interface is usually 
comprised of finer grained material that lines the bottom of the 
riverbed. Typically, the thickness of the interface is small, ranging 
from a few inches to a foot.
    These results suggest that during normal and low surface water 
elevations, the surface water-ground water interface will perform 
effectively to remove microbial contamination like Cryptosporidium. 
During short periods of flooding, substantially lower removal rates may 
occur due to scouring of the riverbed and removal of the protective, 
fine-grained material. Assessing the mean Cryptosporidium removal that 
a bank filtration process will achieve over the period of a year 
requires consideration of both high and low removal periods. By 
considering all time intervals with differing removal rates over the 
period of a year, EPA concluded that 0.5-log removal over 25 feet and 
1.0-log removal over 50 feet are appropriate estimates of the mean 
performance of a bank filtration process (USEPA 2003a).

Wells Must Be Continuously Monitored for Turbidity

    Similar pathogen removal mechanisms are expected to occur in slow 
sand filtration and bank filtration. Under the 40 CFR 141.73(b)(1), the 
turbidity level of slow sand filtered water must be 1 NTU or less in 95 
percent of the measurements taken each month. Turbidity sampling is 
required once every four hours, but may be reduced to once per day 
under certain conditions. Just as turbidity monitoring is used to 
provide assurance that the removal credit assigned to a slow sand 
filter is being realized, today's rule requires turbidity monitoring at 
least once every 4 hours for all bank filtration wells that receive 
treatment credit.
    If monthly average turbidity levels (based on daily maximum values 
in the well) exceed 1 NTU, the PWS must report this result to the State 
and conduct an assessment to determine the cause of the high turbidity 
levels in the well. If the State determines that microbial removal has 
been compromised, the State may revoke treatment credit until the PWS 
implements corrective actions to remediate the problem.

Demonstration of Performance

    EPA recognizes that some bank filtration processes may achieve mean 
Cryptosporidium removal greater than 1-log. Consequently, today's rule 
allows PWSs to receive greater than 1.0-log Cryptosporidium treatment 
credit for bank filtration through a State-approved demonstration of 
performance study. This allowance is a change from the proposed rule, 
which did not explicitly recognize demonstration of performance for 
bank filtration (USEPA 2003a). This change reflects EPA's agreement 
with public comment, described next, which recommended that EPA 
explicitly recognize the option to conduct a bank filtration 
performance study for greater than 1.0-log treatment credit.
    A demonstration of performance study must involve the collection of 
data on the removal of Cryptosporidium or surrogates and related 
hydrogeologic and water quality parameters during the full range of 
operating conditions. PWSs must sample from both the production well(s) 
and one or more monitoring wells that are screened and located along 
the shortest flow path between the surface water and the production 
well(s). This will allow determination of the removal efficiency of the 
aquifer.
    Because directly measuring Cryptosporidium removal will not be 
feasible for most PWSs, today's rule allows PWSs to sample for a State-
approved indicator, such as aerobic bacterial endospores. Research has 
shown that aerobic spores can be very mobile in the subsurface 
environment (Pang et al. 1998), and data collected by Wang et al. 
(2001) indicate that aerobic spores are present in some surface waters 
in sufficient quantity to allow measurement of log removal values.
    EPA has provided guidance on conducting site-specific bank filtration

[[Page 695]]

studies in the Toolbox Guidance Manual. This guidance discusses data 
needs and analysis for a performance demonstration so that the State 
may tailor the study plan to meet site-specific hydrogeological and 
operational conditions.
    In summary, EPA believes that full-scale field data support 
prescribed Cryptosporidium treatment credit up to 1.0-log for bank 
filtration under the required conditions for set-back distance, aquifer 
material, collection device type, and turbidity monitoring. 
Demonstration of performance provides an appropriate opportunity for 
States to award higher Cryptosporidium treatment credit for bank 
filtration on a site-specific basis.
    For PWSs using bank filtration when they must conduct source water 
monitoring for bin classification, the required sampling locations 
reflect the intent for this monitoring to capture the level of 
Cryptosporidium entering a PWS's primary filtration treatment process. 
Where bank filtration serves as pretreatment to a filtration plant, 
PWSs must collect source water samples after bank filtration but prior 
to the filtration plant. In this case, the Cryptosporidium removal that 
bank filtration achieves will be reflected in the monitoring results 
and bin classification for the filtration plant. In contrast, where 
bank filtration is the primary filtration process, meaning that a PWS 
uses bank filtration to comply with the Cryptosporidium treatment 
requirements of the IESWTR or LT1ESWTR, PWSs must collect samples in 
the surface water source (e.g, the river).
c. Summary of Major Comments
    Public comments on the August 11, 2003, LT2ESWTR proposal supported 
awarding Cryptosporidium treatment credit for bank filtration. Many 
commenters, however, stated that the proposed levels of credit (0.5- 
and 1.0-log) were insufficient. To address this issue, commenters 
supported allowing PWSs to obtain greater treatment credit by 
performing a site-specific study of bank filtration removal efficiency. 
Commenters recommended that site-specific bank filtration studies 
involve the measurement of surrogates for Cryptosporidium removal using 
monitoring wells located along the shortest flow path between the 
surface water and the production well.
    EPA agrees that some bank filtration sites may achieve greater than 
1.0-log Cryptosporidium removal. Today's rule establishes the proposed 
bank filtration Cryptosporidium treatment credits of 0.5- and 1.0-log 
and allows PWSs to apply to the State for higher levels of credit 
through a site-specific demonstration of performance. In such a study, 
PWSs must measure the removal of Cryptosporidium or a State-approved 
surrogate using monitoring wells located along the flow path, as 
recommended by commenters.
    Some commenters cited research addressing appropriate surrogate 
organisms for estimating Cryptosporidium removal in surface water 
treatment plants and bank filtration sites. Commenters recommended that 
EPA recognize aerobic endospores as a surrogate measure in 
Cryptosporidium removal studies, including those for bank filtration.
    EPA agrees that based on available information, aerobic spores are 
suitable Cryptosporidium removal surrogates for bank filtration 
processes due to their size, resistance to inactivation, and 
concentration in surface and ground waters. Data from several bank 
filtration sites on the use of aerobic spores as a Cryptosporidium 
removal surrogate are available. The Toolbox Guidance Manual identifies 
aerobic spores as suitable in conjunction with other hydrogeologic data 
for making site-specific determinations for additional Cryptosporidium 
removal credit.
    In guidance, EPA suggests that where feasible, PWSs measure diatom 
species in conjunction with aerobic spores in bank filtration studies 
because Cryptosporidium oocysts are intermediate in size between the 
two surrogate groups. Further, EPA recognizes the current uncertainties 
and limitations in available information on surrogates for bank 
filtration and will update guidance as warranted by new information.
7. Combined Filter Performance
a. Today's Rule
    For water treatment plants that use filtration, the turbidity of 
the filtered water is an indicator of how effectively the plant is 
removing particulate matter, including microbial pathogens, from the 
raw water. PWSs using conventional filtration treatment or direct 
filtration receive an additional 0.5-log Cryptosporidium treatment 
credit during any month the PWS meets the following standard:
    ? The turbidity level of representative samples of a PWS's 
filtered water (i.e., the combined filter effluent) is less than or 
equal to 0.15 NTU in at least 95 percent of the measurements taken each 
month. PWSs must continue to measure turbidity as specified in 40 CFR 
141.74(a) and (c), which generally require sampling at least every four 
hours using approved methods.

PWSs using other types of filtration processes, including slow sand, 
diatomaceous earth, membranes, bag, or cartridge filtration, are not 
eligible for this treatment credit.
b. Background and Analysis
    Turbidity is a method defined parameter that is based on measuring 
the amount of light scattered by suspended particles in a solution. 
This measure can detect the presence of a wide variety of particles in 
water, including microorganisms, but cannot provide specific 
information on particle type, number, or size. In filtered water, the 
turbidity level indicates how well the filtration and other upstream 
clarification processes have performed in removing particles from the 
raw water, with lower turbidity indicating better particle removal. 
Thus, lower filtered water turbidity is associated with a decreased 
likelihood that microbial pathogens like Cryptosporidium have passed 
through the filtration plant and into the water distributed to consumers.
    Under existing regulations, PWSs that filter must monitor turbidity 
in the combined filter effluent (CFE) at least every four hours using 
approved methods, although States may reduce this frequency to once per 
day for PWSs serving 500 people or fewer (40 CFR 141.74(a) and (c)). 
For PWSs using conventional or direct filtration, at least 95 percent 
of the CFE turbidity measurements must be less than or equal to 0.3 
NTU, and the turbidity must never exceed 1 NTU (40 CFR 141.173(a) and 
141.551(a)-(b)).
    The Stage 2 M-DBP Advisory Committee recommended an additional 0.5-
log Cryptosporidium treatment credit for PWSs that achieve a CFE 
turbidity less than or equal to 0.15 NTU in at least 95 percent of 
measurements per month (USEPA 2000a). This 95th percentile turbidity 
standard is one half the level required under existing regulations for 
PWSs using conventional or direct filtration, as stated earlier. The 
August 11, 2003 proposal included this treatment credit for PWSs using 
conventional or direct filtration (USEPA 2003a), and EPA is 
establishing it in today's final rule with no changes from the 
proposal. The following discussion summarizes the basis for this 
treatment credit.
    In the proposal, EPA analyzed the improvement in Cryptosporidium 
removal that conventional and direct filtration plants realize when 
operating at lower effluent turbidity levels. For this analysis, EPA 
estimated that PWSs

[[Page 696]]

complying with the existing 95th percentile CFE turbidity standard of 
0.3 NTU will typically operate with filter effluent turbidity between 
0.1-0.2 NTU; PWSs complying with a CFE standard of 0.15 NTU were 
estimated to operate with filter effluent turbidity less than 0.1 NTU. 
Accordingly, EPA compared Cryptosporidium removal efficiencies when 
effluent turbidity was below 0.1 NTU with those when effluent turbidity 
was in the range of 0.1-0.2 NTU.
    Studies by Patania et al. (1995), Emelko et al. (1999), and Dugan 
et al. (2001) observed the average removal of Cryptosporidium to be 
0.5-to 1.2-log greater when filter effluent turbidity was less than 0.1 
NTU in comparison to removal with effluent turbidity between 0.1-0.2 
NTU. These studies, therefore, indicate that PWSs complying with a 
filter effluent turbidity standard of 0.15 NTU will achieve at least 
0.5-log greater Cryptosporidium removal than PWSs complying with the 
existing 0.3 NTU standard. Based on this finding, EPA concluded that an 
additional 0.5-log Cryptosporidium treatment credit is appropriate for 
PWSs using conventional or direct filtration that meet a 95th 
percentile CFE turbidity standard of 0.15 NTU.
    Other types of filtration processes, such as slow sand, 
diatomaceous earth, membranes, bag, or cartridge filtration, are not 
eligible for this treatment credit. These filtration processes remove 
Cryptosporidium through different mechanisms than those operative in 
rapid granular media filtration, which is used in conventional and 
direct filtration. Available data do not establish a similar 
relationship between lower filter effluent turbidity and improved 
Cryptosporidium removal efficiency for these other filtration processes.
    The SAB reviewed the proposed additional Cryptosporidium treatment 
credit for PWSs that operate with very low filtered water turbidity. In 
their report, the SAB stated that further lowering of turbidity would 
result in further reductions in Cryptosporidium in the effluent from 
filtration processes, but available data were limited in showing the 
exact removal that can be achieved. Based on the data provided, the SAB 
recommended that no additional treatment credit be given to plants that 
demonstrate a CFE turbidity of 0.15 NTU or less (SAB 2003).
    In addressing this SAB recommendation, EPA recognizes that 
precisely quantifying the increase in Cryptosporidium removal that a 
particular filtration plant will realize when operating at lower filter 
effluent turbidity is not generally feasible. Available data, though, 
consistently show that removal of Cryptosporidium is at least 0.5-log 
greater when filter effluent turbidity reflects compliance with a 0.15 
NTU standard in comparison to a 0.3 NTU standard. Further, treatment 
plants operating at lower filter effluent turbidity will achieve 
increased removal of other microbial pathogens present in the raw 
water. In consideration of these factors, EPA believes that PWSs should 
receive an additional 0.5-log Cryptosporidium treatment credit when at 
least 95 percent of CFE turbidity measurements are less than or equal 
to 0.15 NTU.
    Another key issue in establishing additional treatment credit based 
on low filtered water turbidity is the performance of analytical 
instruments (turbidimeters) to accurately measure turbidity at low 
levels. In the proposal, EPA reviewed studies of low level turbidity 
measurements by EPA (1998c), Sadar (1999), and Letterman et al. (2001). 
Among the significant findings of these studies are the following:

    (1) On-line turbidimeters typically had a positive bias (i.e., a 
higher turbidity reading) in comparison to bench-top turbidimeters. 
EPA expects that most PWSs that receive additional treatment credit 
for low filter effluent turbidity will use on-line turbidimeters. 
This finding suggests that the error in turbidimeter readings may be 
generally conservative, so that PWSs will operate at lower than 
required turbidity levels.
    (2) Different turbidimeters did not agree well when used to 
measure low level turbidity, which may be due to differences in 
instrument design. This finding suggests that low level turbidity 
measurements may be viewed as a relative indicator of water quality 
improvement at a particular PWS but may be less applicable for 
making comparisons among different PWSs.

    In addition, the American Society for Testing and Materials (ASTM) 
has issued standard test methods for measurement of turbidity below 5 
NTU by on-line (ASTM 2001) and static (ASTM 2003) instruments. These 
methods specify that the instrument should permit detection of 
turbidity differences of 0.01 NTU or less in waters having turbidities 
of less than 1.00 NTU (ASTM 2001) and 5.0 NTU (ASTM 2003), respectively.
    After reviewing these studies and the ASTM methods, EPA concluded 
that currently available monitoring equipment can reliably measure 
turbidity at levels of 0.15 NTU and lower. Rigorous calibration and 
maintenance of turbidity monitoring equipment is necessary, however. 
EPA has developed guidance on proper calibration, operation, and 
maintenance of turbidimeters (USEPA 1999c).
c. Summary of Major Comments
    Public comment on the August 11, 2003, LT2ESWTR proposal supported 
awarding additional Cryptosporidium treatment credit for PWSs that 
achieve lower filtered water turbidity. Commenters raised specific 
concerns with the criteria for PWSs to receive this credit, the 
available data that support this credit, and the performance of 
turbidimeters for measuring turbidity at very low levels. A summary of 
these comments and EPA's responses follows.
    Most commenters supported awarding 0.5-log additional 
Cryptosporidium treatment credit for PWSs that achieve at least 95 
percent of CFE turbidity measurements less than or equal to 0.15 NTU. A 
few commenters, however, recommended that PWSs only receive additional 
treatment credit for demonstrating this level of turbidity performance 
in each individual filter effluent (IFE), rather than the CFE. In 
addition, one commenter stated that PWSs should be required to monitor 
CFE turbidity every 15 minutes, rather than every four hours as 
required under current regulations.
    In response, EPA agrees with the recommendation of most commenters 
and has established additional Cryptosporidium treatment credit based 
on meeting a 95th percentile turbidity level of 0.15 NTU in the CFE. 
EPA recognizes, however, that achieving low turbidity in each IFE may 
represent a higher level of performance than achieving low turbidity in 
the CFE. As described in the next section, EPA has also established 
standards for additional Cryptosporidium treatment credit based on low 
IFE turbidity in today's rule. EPA does not have data indicating that 
PWSs should monitor the CFE turbidity at a higher frequency than every 
four hours, as required under existing regulations. Consequently, EPA 
is not changing the frequency of required CFE turbidity monitoring as a 
condition for PWSs to receive additional treatment credit under today's 
rule.
    One commenter summarized additional studies that provide data on 
the improvement in Cryptosporidium removal efficiency at lower filter 
effluent turbidity levels. According to this commenter, these studies 
demonstrate that lowering filter effluent turbidity from 0.3 to 0.15 
NTU translates to an improvement in Cryptosporidium removal of more 
than 1.5-log, with individual studies showing a range of >0.7-log to 
>3-log based on median removal. EPA finds that these studies bolster 
the conclusion that PWSs operating to meet 0.15 NTU in the filter 
effluent will achieve at least 0.5-

[[Page 697]]

log greater Cryptosporidium removal than PWSs operating to meet 0.3 
NTU. Thus, they support the additional 0.5-log Cryptosporidium 
treatment credit under today's rule for PWSs meeting 0.15 NTU at the 
95th percentile in the CFE.
    In regard to the measurement of low level turbidity, some 
commenters raised concerns that turbidimeters used by the U.S. water 
supply industry do not agree when used to measure turbidity in the 0.01 
to 0.5 NTU range. Further, these differences are independent of the 
calibration method used and can be significant when comparing 
instruments by different manufacturers. Other commenters stated that 
turbidimeters can accurately reflect turbidity values less than 0.15 
NTU if properly calibrated, and some commenters cited the ASTM method 
development process to support this assessment. In addition, commenters 
suggested that available guidance on turbidity measurement provides 
quality assurance measure that can reduce analytical uncertainty.
    EPA agrees with commenters that available methods and instruments 
are adequate to demonstrate compliance with a 0.15 NTU turbidity level. 
In particular, EPA believes that monitoring low level turbidity can be 
effective for demonstrating water quality improvements at individual 
plants, but also recognizes that the performance of turbidimeters used 
at different plants may vary. Further, calibration and maintenance of 
turbidity monitoring equipment is critical, and EPA has developed 
guidance on these procedures (USEPA 1999c).
8. Individual Filter Performance
a. Today's Rule
    PWSs using conventional filtration treatment or direct filtration 
receive an additional 0.5-log Cryptosporidium treatment credit during 
any month the PWS meets the following criteria:
    ? The filtered water turbidity for each individual filter is 
less than or equal to 0.15 NTU in at least 95 percent of the 
measurements recorded each month; and
    ? No individual filter has a measured turbidity level greater than 0.3 
NTU in two consecutive measurements taken 15 minutes apart.
PWSs must continue to monitor turbidity for each individual filter 
continuously and record the results every 15 minutes, as required under 
40 CFR 141.174 and 141.560.
    PWSs that receive this 0.5-log Cryptosporidium treatment credit for 
individual filter performance also receive 0.5-log treatment credit for 
combined filter performance, as described in section IV.D.7, for a 
total additional treatment credit of 1.0-log. Conversely, PWSs are not 
required to pursue individual filter performance credit to remain 
eligible for combined filter performance credit.
    If a PWS has received credit for individual filter performance to 
comply with its Cryptosporidium treatment requirements and fails to 
meet the required criteria for this credit during any month, the PWS 
will not incur a treatment technique violation if the State determines 
the following:
    ? The failure to meet the required criteria for individual 
filter performance treatment credit was due to unusual and short-term 
circumstances that could not reasonably be prevented through optimizing 
treatment plant design, operation, and maintenance; and
    ? The PWS has experienced no more than two such failures in 
any calendar year.
    This treatment credit is not applicable to other types of 
filtration processes, including slow sand, diatomaceous earth, 
membranes, bag, or cartridge filtration.
b. Background and Analysis
    Awarding additional treatment credit for individual filter 
performance is based on the expectation that achieving low filtered 
water turbidity in each individual filter will provide increased 
protection against microbial pathogens. Most treatment plants have 
multiple filters. Moderately elevated turbidity in the effluent from a 
single filter may not significantly affect the turbidity of the 
combined filter effluent, but may indicate a reduction in the overall 
pathogen removal efficiency of the filtration process. Consequently, a 
primary goal in optimizing water treatment plant performance is 
ensuring that each filter always produces very low turbidity water.
    The criteria for PWSs to achieve the additional 1.0-log 
Cryptosporidium treatment credit for individual filter performance 
reflect goals of Phase IV of the Partnership for Safe Water 
(Partnership). The Partnership is a voluntary cooperative program 
involving PWSs, professional associations, and Federal and State 
regulatory agencies that seeks to increase protection against microbial 
contaminants by optimizing water treatment plant performance. The Stage 
2 M-DBP Advisory Committee recommended 1.0-log treatment credit for 
PWSs that successfully participate in a peer review program and 
identified Phase IV of the Partnership as a program where such credit 
would be appropriate (USEPA 2000a).
    At the time of the Advisory Committee recommendation, the 
performance goals for Phase IV of the Partnership reflected those of 
the EPA Composite Correction Program (USEPA 1991a) and involved an on-
site evaluation by a third-party team. Phase IV performance goals for 
individual filters included filtered water turbidity less than 0.1 NTU 
at least 95 percent of the time based on daily maximum values and a 
maximum measurement of 0.3 NTU. The purpose of the on-site evaluation 
was to confirm that a PWS had met Phase IV performance goals or had 
achieved the highest level of performance given its unique raw water 
quality.
    After the Stage 2 M-DBP Agreement in Principle was signed in 
September 2000, the Partnership eliminated on-site third-party 
evaluation as a component of Phase IV. Instead, Phase IV required 
completion of an Optimization Assessment Spreadsheet in which the PWS 
entered water treatment data to demonstrate that it had achieved Phase 
IV performance levels. The application also required narratives related 
to the administrative support and operational capabilities necessary to 
sustain performance long-term.
    The August 11, 2003 LT2ESWTR proposal included a 1.0-log 
Cryptosporidium treatment credit for PWSs that met the individual 
filter performance goals of Phase IV of the Partnership (i.e., 95 
percent of daily maximum values below 0.1 and no values above 0.3 NTU) 
(USEPA 2003a). Rather than requiring an application package with 
historical data and narratives, however, the proposed rule required 
PWSs to report filter effluent turbidity data to the State each month 
to demonstrate compliance with these filter performance goals.
    The Partnership modified the Phase IV goals for individual filter 
performance in 2003. A revised goal is filtered water turbidity less 
than 0.10 NTU at least 95 percent of the time based on values recorded 
at 15 minute time intervals. Thus, where the earlier goal was based on 
daily maximum values for each filter, the revised goal is based on all 
values for each filter--a less stringent approach. The Partnership made 
this modification after finding that none of the water treatment plants 
that had been evaluated could consistently meet the 0.1 NTU goal using 
daily maximum values and, further, that this goal was biased against 
plants with more filters.
    In today's final rule, EPA has adjusted the criteria from the 
proposal for PWSs

[[Page 698]]

to receive additional treatment credit based on individual filter 
effluent turbidity. These adjustments are in response to the changes 
the Partnership made to Phase IV individual filter performance goals. 
Under today's rule, PWSs receive 1.0-log additional Cryptosporidium 
treatment credit if effluent turbidity from each filter is less than or 
equal to 0.15 NTU at least 95 percent of the time and never exceeds 0.3 
NTU in two consecutive measurements taken 15 minutes apart.
    EPA expects that PWSs will operate at less than 0.1 NTU in order to 
comply with a regulatory limit of 0.15 NTU. Further, EPA believes that 
assessing individual filter compliance with a maximum turbidity level 
of 0.3 NTU based on two consecutive measurements taken 15 minutes apart 
is appropriate. This approach allows for brief fluctuations in 
turbidimeter readings that may not indicate a degradation in filtered 
water quality to occur without penalizing a PWS, but it should catch 
filters that significantly exceed 0.3 NTU over the course of a month. 
EPA applied this approach to individual filter monitoring under the 
IESWTR and LT1ESWTR. Consequently, EPA regards these criteria as 
comparable to the revised Partnership Phase IV standards for individual 
filter performance.
    In addition, today's rule gives States authority to determine 
whether to issue a treatment technique violation for PWSs that exceed 
individual filter performance limits. This authority applies in the 
case where a PWS receives credit for individual filter performance to 
meet the treatment requirements of today's rule and fails to achieve 
the criteria to receive this credit during a month. If the State 
determines that this failure was due to unusual and short-term 
circumstances that could not reasonably be prevented through treatment 
optimization, the State may choose not to issue a treatment technique 
violation, which the PWS otherwise will incur. Because this authority 
should be applied only to unusual plant circumstances, a State cannot 
make this determination if a PWS has experienced more than two such 
failures in any calendar year.
    EPA is granting States this authority because PWSs that 
consistently meet the criteria for individual filter performance 
treatment credit may occasionally experience short-term deviations from 
these criteria due to circumstances largely beyond the PWS's control. 
An example of such a circumstance may be malfunctioning equipment that 
a PWS quickly removes from service, but that nevertheless prevents the 
PWS from fully meeting individual filter performance criteria in a 
particular month. EPA believes that States should only apply this 
authority in cases where PWSs have consistently achieved the criteria 
for individual filter performance treatment credit in previous months.
    The approach in today's final rule for valuing individual filter 
performance treatment credit differs from the approach in the proposal. 
EPA's intent in both the proposal and today's rule is to award an 
additional 1.0-log Cryptosporidium treatment credit to PWSs that meet 
the criteria for individual filter performance. In the proposal, 
however, PWSs could receive 1.0-log additional treatment credit 
specifically for meeting the individual filter performance criteria, 
but were then not eligible to receive any treatment credit under the 
combined filter performance option. In today's rule, PWSs receive 0.5-
log credit for the individual filter performance option and also 
receive an additional 0.5-log treatment credit for the combined filter 
performance option (discussed in section IV.D.7), resulting in 1.0-log 
total additional credit. EPA has made this modification so that if a 
PWS fails in an attempt to achieve individual filter performance 
credit, the PWS is clearly still eligible to received combined filter 
performance credit.
    In a review of a draft LT2ESWTR proposal, the SAB recommended that 
PWSs receive 0.5-log, rather than 1.0-log, additional Cryptosporidium 
treatment credit for achieving individual filter effluent turbidity 
below 0.15 NTU at the 95th percentile (SAB 2003). In response to this 
SAB recommendation, today's rule requires additional individual filter 
performance criteria to support 1.0-log total additional treatment 
credit. Specifically, today's rule incorporates the Partnership Phase 
IV performance goal that individual filter effluent turbidity never 
exceed 0.3 NTU (as described earlier, EPA concluded that determining 
compliance with this standard based on two consecutive measurements 
taken 15 minutes is appropriate and consistent with existing 
regulations). Thus, EPA believes that these criteria, in conjunction 
with the expectation that controlling effluent turbidity at all filters 
individually rather than just the combined filter effluent will 
generally result in lower microbial risk, justify 1.0-log additional 
treatment credit.
c. Summary of Major Comments
    Public comment on additional treatment credit for individual filter 
performance in the August 11, 2003 proposal raised a number of issues: 
changes in the Partnership Phase IV criteria and achievability of the 
proposed criteria for this credit, credit for participating in peer 
review programs, and a review process for data that exceed regulatory 
limit. A summary of these comments and EPA's responses follows.
    Several commenters stated that PWSs could not consistently achieve 
the proposed individual filter effluent turbidity criterion of 95 
percent of daily maximum measurements less than or equal to 0.1 NTU. 
Commenters provided data on turbidity levels in PWSs to support this 
assertion and indicated that the Partnership modified this criterion in 
the Phase IV individual filter performance goals because PWSs could not 
meet it. Alternatives recommended by commenters for the final rule 
included the use of the revised Partnership Phase IV goals for 
individual filter effluent turbidity or a more stringent criterion for 
combined filter effluent turbidity.
    In response, EPA agrees that current Partnership Phase IV goals 
provide appropriate criteria for awarding 1.0-log total additional 
Cryptosporidium treatment credit. Today's rule grants this total credit 
to PWSs that meet a 95th percentile individual filter effluent 
turbidity limit of 0.15 NTU, and EPA expects that PWSs complying with 
this limit will operate under the Partnership goal of 0.10 NTU. EPA 
does not support awarding a higher level of additional treatment credit 
for a more stringent combined filter effluent turbidity criterion, 
beyond the 0.5-log credit available under combined filter performance 
(see section IV.D.7). The purpose of the individual filter performance 
toolbox option is to recognize the higher pathogen removal PWSs will 
likely achieve by maintaining very low effluent turbidity for each 
individual filter.
    A few commenters suggested that as an alternative to establishing 
numerical criteria for individual filter performance, today's rule 
should award additional treatment credit for PWSs that successfully 
participate in a peer review program. In addition to the Partnership, 
commenters listed the Area Wide Optimization Program and the Texas 
Optimization Program as examples of programs that will provide for 
comprehensive improvements in treatment performance.
    EPA agrees that participation in peer review programs is beneficial 
for PWSs. Further, such programs may assist PWSs in meeting the 
filtration performance criteria in today's rule for additional 
Cryptosporidium treatment credit. EPA does not believe, however, that 
mere participation in a peer review program

[[Page 699]]

is an appropriate basis for awarding additional treatment credit. 
Rather, to ensure national consistency in standards for compliance with 
treatment requirements, EPA has concluded that additional treatment 
credit should be based on PWSs meeting specified criteria for enhanced 
treatment performance.
    Another significant issue raised by commenters is the need for a 
review process for deviations from the criteria for individual filter 
performance due to circumstances that cannot be prevented through plant 
optimization. An example given by several commenters is a filter that 
malfunctions and is taken out of service, but that may have exceeded 
the individual filter performance turbidity criteria for a short period 
when the filter was operating.
    EPA agrees that circumstances may occur that are beyond the PWS's 
control and that prevent the PWS from fully meeting the criteria for 
individual filter performance in a particular month. If a PWS relies on 
individual filter performance treatment credit to meet the treatment 
requirements of today's rule and the PWS fails to meet all criteria for 
this credit in a given month, the State may review the reasons for this 
failure. If the State finds that the failure was due to circumstances 
that could not be prevented through plant optimization, the State may 
choose not to issue a treatment technique violation on up to two such 
occasions in a calendar year.
9. Demonstration of Performance
a. Today's Rule
    A demonstration of performance is a site-specific test that 
assesses the Cryptosporidium removal efficiency of a water treatment 
plant or a treatment process within a plant. Under today's rule, PWSs 
may undertake demonstration of performance testing for the following 
purposes:

    (1) To establish a Cryptosporidium treatment credit that is 
higher than the prescribed treatment credit in today's rule for a 
water treatment plant or a treatment process in the microbial toolbox; or
    (2) To establish a Cryptosporidium treatment credit for a 
treatment process that is not included in the microbial toolbox or 
that does not meet the design or operational criteria for prescribed 
treatment credit in the microbial toolbox.

    The specific requirements that apply to demonstration of 
performance testing are as follows:
    ? PWSs may receive Cryptosporidium treatment credit for a 
water treatment plant or a treatment process within a plant that is 
based on a site-specific demonstration of Cryptosporidium removal 
efficiency. This demonstration of performance treatment credit may be 
greater than or less than any prescribed treatment credit in today's rule.
    ? The site-specific demonstration of Cryptosporidium removal 
efficiency must follow a State-approved protocol and may involve the 
use of surrogates rather than Cryptosporidium.
    ? The State must approve through written notification any 
treatment credit based on a demonstration of performance. As a 
condition of approval, the State may designate monitoring and treatment 
performance criteria the PWS must meet and report on an ongoing basis 
to remain eligible for the credit. The State may designate such 
criteria to verify that the PWS maintains the operating conditions 
under which the State approved the demonstration of performance 
treatment credit.
    ? PWSs are not eligible for prescribed treatment credit for 
any treatment process that is included in a demonstration of 
performance credit.
b. Background and Analysis
    The prescribed Cryptosporidium treatment credits in today's rule 
for water treatment plants and for treatment processes in the microbial 
toolbox are based on conservative estimates of mean Cryptosporidium 
removal efficiencies. Due to site-specific conditions, however, some 
PWSs will achieve greater Cryptosporidium removal than reflected in the 
prescribed treatment credits. In addition, some PWSs will have 
treatment processes that are not included in the microbial toolbox or 
that do not meet microbial toolbox criteria for prescribed treatment 
credit. In all these cases, PWSs have the option to undertake 
demonstration of performance testing to establish an appropriate level 
of Cryptosporidium treatment credit for the treatment plant or 
treatment process.
    The option for demonstration of performance testing in today's rule 
reflects a recommendation by the Stage 2 M-DBP Advisory Committee. 
Specifically, the Committee stated that the LT2ESWTR should allow site-
specific testing both to establish Cryptosporidium treatment credit 
above the prescribed credit for microbial toolbox processes and to 
demonstrate Cryptosporidium removal for technologies not listed in the 
microbial toolbox. The August 11, 2003 LT2ESWTR proposal included the 
demonstration of performance option (USEPA 2003a), and EPA is 
establishing it in today's final rule.
    Demonstration of performance testing will be specific to a 
particular site and will depend on the treatment processes being 
tested, water quality, plant infrastructure, PWS resources, and other 
factors. Consequently, today's rule does not establish specific 
protocols for demonstration of performance testing. Rather, today's 
rule gives States the authority to approve testing protocols developed 
by PWSs and to determine what level of Cryptosporidium treatment credit 
is appropriate. The Toolbox Guidance Manual provides recommendations to 
PWSs and States on conducting demonstration of performance testing, 
including analytical methods for measuring aerobic and anaerobic spores.
    In general, demonstration of performance testing should encompass 
the full range of expected operating conditions and should 
conservatively assess the degree of Cryptosporidium removal that a 
treatment process can reliably achieve. Directly quantifying the 
removal of Cryptosporidium typically is not feasible in full-scale 
testing due to limitations in source water concentrations and 
analytical method performance. Consequently, demonstration of 
performance testing that is conducted at full-scale may involve the use 
of surrogates, such as aerobic spores, that have been shown to 
correlate with the removal of Cryptosporidium. PWSs and States may also 
consider the use of pilot-scale studies in conjunction with full-scale 
studies for demonstration of performance testing.
    As a condition of approving a demonstration of performance credit, 
the State may designate treatment performance criteria the PWS must 
meet on an ongoing basis to remain eligible for the credit. For 
example, if a PWS conducts a demonstration of performance study while 
operating with very low filtered water turbidity, the State may 
establish as a condition of approving treatment credit based on the 
study that the PWS must continue operating at the low filtered water 
turbidity. EPA believes this condition is necessary because, in this 
example, if the PWS were to begin operating at a higher filtered water 
turbidity level, the demonstration of performance study results might 
no longer represent the PWSs actual performance.
    PWSs are not eligible for prescribed treatment credit for any 
treatment process that is included in a demonstration of performance 
credit. For example, if a PWS receives a demonstration of performance 
treatment credit of 4-log for Cryptosporidium removal through a 
conventional treatment plant (i.e., coagulation/sedimentation/
filtration), the PWS is not

[[Page 700]]

also eligible for additional treatment credit for combined filter 
performance. In this case, the demonstration of performance testing 
accounts for the removal achieved by filtration.
c. Summary of Major Comments
    Public comment on the August 11, 2003 LT2ESWTR proposed supported 
inclusion of the demonstration of performance option to award site-
specific treatment credit to PWSs. Commenters stated that many well-run 
surface water treatment plants achieve significantly greater 
Cryptosporidium removal than the prescribed treatment credit, and 
demonstration of performance testing is needed to award an appropriate 
level of credit in such cases. Two aspects of this option that received 
significant public comment are the provision for States to award less 
than the prescribed treatment credit if indicated by testing results 
and the need for guidance on demonstration of performance testing. 
These comments and EPA's responses are summarized as follows.
    Several commenters recommended that EPA eliminate the provision 
that allows States to award less than the prescribed treatment credit 
based on demonstration of performance testing. These commenters stated 
that pilot- and full-scale testing is conservative and challenging to 
implement and that for past regulations, States generally have not 
awarded lower treatment credit based on a site-specific study. If this 
provision remains in the regulation, commenters suggested that EPA 
provide criteria addressing how it should be applied. Such criteria 
should recognize the conservative nature of testing with surrogates for 
Cryptosporidium removal and the potential for misleading or flawed 
testing results.
    In response, EPA believes that States should have the discretion to 
award either more or less treatment credit than the prescribed credit 
on a case-by-case basis where a State has site-specific information 
that an alternative credit is appropriate. Today's rule allows this. 
EPA recognizes, however, that demonstration of performance testing 
should be designed to provide a conservative estimate of treatment 
efficiency and, as such, is not generally intended to reduce the level 
of treatment credit a PWS receives. Further, results from demonstration 
of performance testing should be rigorously evaluated for flaws and 
bias prior to being used to support either a higher or lower treatment 
credit. The Toolbox Guidance Manual identifies approaches States may 
wish to consider in awarding higher or lower treatment credit.
    Many commenters stated that EPA should provide thorough guidance on 
demonstration of performance testing. Topics for this guidance 
suggested by commenters include approaches to demonstrating treatment 
credit, minimum duration of testing, the use of safety factors, and 
periodic reconfirmation of testing results. Some commenters recommended 
that guidance address both full-scale testing with surrogates like 
aerobic spores and pilot-scale testing with Cryptosporidium or 
surrogates. Other commenters recommended that testing should be limited 
to full-scale processes and that testing with pilot-scale 
representations of full-scale equipment should be discouraged.
    In the Toolbox Guidance Manual, EPA provides direction on 
procedures for demonstration of performance testing that addresses 
issues raised by commenters. These issues include surrogates for full-
scale testing, potential roles for pilot-scale testing in conjunction 
with full-scale testing, minimum duration of testing to capture the 
full range of operating conditions, the analysis of data from testing 
to establish treatment credit, and routine monitoring to verify that 
the conditions under which demonstration of performance credit is 
awarded are maintained during routine operation. EPA believes that this 
guidance will assist PWSs and States with implementing demonstration of 
performance testing appropriately.
10. Bag and Cartridge Filtration
a. Today's Rule
    Under today's rule, PWSs may receive Cryptosporidium treatment 
credit of up to 2.0-log for an individual bag or cartridge filter and 
up to 2.5-log for two or more bag or cartridge filters operated in 
series. To be eligible for this treatment credit, filters must meet the 
definition of a bag or cartridge filter and must undergo challenge 
testing to demonstrate removal efficiency with an applied safety 
factor, as described in this section.
    Today's rule defines bag and cartridge filters as pressure driven 
separation processes that remove particulate matter larger than 1 
micrometer using an engineered porous filtration media through either 
surface or depth filtration. Bag filters are constructed of a non-
rigid, fabric filtration media housed in a pressure vessel in which the 
direction of flow is from the inside of the bag to the outside. 
Cartridge filters are typically constructed as rigid or semi-rigid, 
self-supporting filter elements housed in a pressure vessel in which 
flow is from the outside of the cartridge to the inside.
    Today's rule treats bag and cartridge filters equivalently, with 
the following exception: If a cartridge filter meets the definition of 
a membrane filtration process and can be direct integrity tested 
according to the criteria specified in section IV.D.11, a PWS has the 
option to seek greater treatment credit for the filter as a membrane. 
Section IV.D.11 describes criteria for awarding treatment credit to 
membranes.
    Today's rule requires challenge testing to establish 
Cryptosporidium treatment credit for bag and cartridge filters. This 
challenge testing is product-specific and not site-specific. Once 
challenge testing is performed on a specific bag or cartridge 
filtration product, PWSs that install the specific filtration product 
are not required to repeat challenge testing at individual sites. For a 
PWS to receive Cryptosporidium treatment credit for a bag or cartridge 
filter, challenge testing must meet the following criteria:
    ? Challenge testing must be conducted on full-scale filters 
that match the filters the PWS will use in materials, construction, and 
associated housing or pressure vessel. If treatment credit will be 
based on filters operated in series then challenge testing must be 
performed on the filters in series.
    ? Challenge testing must involve measuring the removal by 
the filter of either Cryptosporidium or a surrogate that is removed no 
more efficiently than Cryptosporidium (i.e., the ``challenge particulate'').
    ? The analytical method used to measure removal in the 
challenge test must discretely quantify the specific challenge 
particulate. The maximum allowable feed water concentration of the 
challenge particulate used during a challenge test is 10,000 times the 
analytical method detection limit of the challenge particulate in the 
filtrate.
    ? During challenge testing, filters must be operated at the 
maximum design flow rate and for a duration sufficient to reach the 
maximum design pressure drop (i.e., ``terminal pressure drop''). PWSs 
may not operate bag or cartridge filters outside of these design 
parameters during routine use. In order to achieve terminal pressure 
drop during challenge testing, adding particulate matter, such as fine 
carbon test dust or bentonite clay particles, to the test water is 
allowed and may be necessary.
    ? In each challenge test, the removal of the challenge 
particulate must be measured during three periods over the

[[Page 701]]

filtration cycle: (1) Within two hours of start-up of a new filter, (2) 
when the pressure drop is between 45 and 55 percent of the terminal 
pressure drop, and (3) when the pressure drop has reached 100 percent 
of the terminal pressure drop. A log removal value (LRV) must be 
calculated for each of these periods as follows: LOG10 
(filter influent challenge particulate level) - LOG10 
(filter effluent challenge particulate level). For each filter tested, 
the LRV for the filter (LRVfilter) is equal to the minimum 
of these three LRVs.
    ? The LRVfilter values for each filter that is 
tested are used to determine the removal efficiency that is assigned to 
the specific bag or cartridge filter product (i.e., a filter product 
line) or combination of filters in series. If fewer than twenty filters 
are tested, the removal efficiency of the filter product line is equal 
to the lowest LRVfilter among the filters tested (today's 
rule does not specify a minimum number of filters to test). If twenty 
or more filters are tested, the removal efficiency of the filter 
product line is equal to the 10th percentile of the 
LRVfilter values among the filters tested.
    ? The Cryptosporidium treatment credit assigned to an 
individual bag or cartridge filter is equal to the removal efficiency 
established during challenge testing minus a 1.0-log factor of safety, 
up to a maximum treatment credit of 2.0-log (e.g., if challenge testing 
demonstrates a removal efficiency of 3.0-log or greater, the filter is 
eligible to receive 2.0-log Cryptosporidium treatment credit).
    ? The Cryptosporidium treatment credit assigned to 
configurations of two or more bag or cartridge filters operated in 
series is equal to the removal efficiency established during challenge 
testing minus a 0.5-log factor of safety, up to a maximum treatment 
credit of 2.5-log (e.g., if challenge testing demonstrates a removal 
efficiency of 3-log or greater, the filter receives 2.5-log 
Cryptosporidium treatment credit).
    If a previously tested bag or cartridge filter is modified in a 
manner that could change the removal efficiency of the filter product 
line, a new removal efficiency must be established for the modified 
filter through challenge testing. If approved by the State, data from 
challenge testing conducted prior to promulgation of today's rule may 
be considered in lieu of additional testing. However, the prior testing 
must have been conducted in a manner that demonstrates a removal 
efficiency for Cryptosporidium commensurate with the treatment credit 
awarded to the filter.
b. Background and Analysis
    Bag and cartridge filters are widely used by very small PWSs and in 
point-of-entry applications to remove particulate material from raw 
water, including microbial pathogens like Cryptosporidium. Depending on 
water quality and treatment plant infrastructure, these filters may be 
used as the sole filtration step or as a polishing filter that follows 
primary filtration processes. A critical aspect of bag and cartridge 
filters as defined in today's rule is that they cannot undergo direct 
integrity testing, which is used to detect leaks that could result in 
contamination of the treated water. Cartridge filters that meet the 
definition of a membrane process and can be direct integrity tested are 
considered membranes under today's rule, and these are described in 
section IV.D.11.
    The Stage 2 M-DBP Advisory Committee recommended Cryptosporidium 
treatment credits of 1.0- and 2.0-log for bag and cartridge filters, 
respectively (USEPA 2000a), and the August 11, 2003 LT2ESWTR proposal 
included criteria for PWSs to receive these treatment credits. The 
proposed criteria required challenge testing and the application of a 
1.0-log factor of safety to establish treatment credit. In today's 
final rule, EPA has modified these criteria to allow both bag and 
cartridge filters to be eligible for 2.0-log credit and to allow 2.5-
log credit with a 0.5-log factor of safety for bag or cartridge filters 
operated in series. The following discussion summarizes the basis for 
these criteria and for differences between the proposal and today's 
final rule.
    In the proposal, EPA reviewed bag and cartridge filtration studies 
by Long (1983), Schaub et al. (1993), Goodrich et al. (1995), Ciardelli 
(1996a and 1996b), Li et al. (1997), Roessler (1998), Enriquez et al. 
(1999), NSF (2001a and 2001b), and Cornwell and LeChevallier (2002). 
Results from these studies indicated that both bag and cartridge 
filters exhibit variable removal efficiency, ranging from 0.5- to 3.6-
log. No correlation between the pore size rating established by the 
manufacturer and the removal efficiency of the filter was apparent. 
Additionally, available data did not indicate a strong relationship 
between commonly used process monitoring parameters, such as turbidity 
and pressure drop, and Cryptosporidium removal efficiency.
    Due to this lack of correlation between either design criteria or 
process monitoring and removal efficiency, today's rule requires 
challenge testing of filters to establish Cryptosporidium treatment 
credit. Challenge testing must measure the removal across the filter of 
Cryptosporidium or a surrogate, like polystyrene microspheres, that is 
removed no more efficiently than Cryptosporidium (Long 1983, Li et al. 
1997, NSF 2002b). Further, because studies have shown the removal 
efficiency of some bag and cartridge filters to decrease over the 
course of a filtration cycle (Li et al. 1997, NSF 2001a,b), challenge 
testing must assess removal efficiency during three periods: within two 
hours of startup of a new filter, between 45-55 percent of terminal 
pressure drop, and at the end of the run after terminal pressure drop 
is realized.
    Bag and cartridge filter challenge testing is product-specific and 
not site-specific since the intent of this testing is to demonstrate 
the removal capabilities of the filtration device rather than evaluate 
the feasibility of implementing the technology at a specific plant. 
Challenge testing must be conducted using full-scale filter elements to 
assess the performance of the entire unit, including the filtration 
media, seals, filter housing and other components integral to the 
filtration system. To be eligible for treatment credit when operated in 
series, filters must be tested in series. Multiple filters of the same 
type can be tested to provide a better statistical basis for estimating 
removal efficiency. The Toolbox Guidance Manual provides information on 
bag and cartridge filter challenge testing.
    Today's rule establishes the proposed requirement that a 1.0-log 
factor of safety be applied to the removal efficiency established 
during challenge testing for individual bag or cartridge filters when 
determining treatment credit. Thus, to receive a 2.0-log treatment 
credit, a removal efficiency of at least 3.0-log must be demonstrated 
during challenge testing. EPA believes that this factor of safety is 
necessary because integrity testing with bag and cartridge filters is 
not possible (note: under today's rule, cartridge filters that can be 
integrity tested are classified as membranes and no safety factor is 
required; see section IV.D.11).
    Challenge testing provides an estimate of the removal efficiency of 
a bag or cartridge filter product line but does not involve testing 
every filter. Further, it does not fully capture the variation in 
filter performance that will occur over time during routine use. For 
membranes, the use of direct integrity tests, such as a pressure hold 
test, that is correlated to removal efficiency addresses this problem. 
With bag and cartridge filters, however, EPA is aware

[[Page 702]]

of no equivalent test, and parameters like turbidity and pressure 
differential that may be monitored with these filters have not been 
shown to correlate with Cryptosporidium removal efficiency. 
Consequently, a safety factor is necessary to account for variation in 
individual filter performance relative to challenge test results.
    Individual bag and cartridge filters are eligible for a maximum 
Cryptosporidium treatment credit of 2.0-log. EPA proposed this level of 
credit for cartridge filters but proposed a 1.0-log maximum credit for 
bag filters, as recommended by the Advisory Committee. However, after 
further reviewing available data, EPA has concluded that treatment 
studies do not support establishing different limits on treatment 
credit for bag and cartridge filters. Accordingly, today's rule treats 
bag and cartridge filters equivalently. EPA continues to believe that 
2.0-log is an appropriate maximum treatment credit for a single bag or 
cartridge filter, based on available data on the removal of 
Cryptosporidium and surrogates by these processes and the absence of a 
direct integrity test.
    Today's rule also establishes criteria for awarding treatment 
credit to bag or cartridge filters operated in series. EPA believes 
that the use of these filters in series provides clear advantages in 
comparison to operation of a single filter. Series operation will 
achieve both greater removal efficiency and improved reliability by 
lessening the impact of variation in the performance of a single 
filter. In consideration of these factors, bag or cartridge filters 
operated in series are eligible for a higher Cryptosporidium treatment 
credit of 2.5-log and require a lower safety factor of 0.5-log applied 
to challenge test results when determining treatment credit.
c. Summary of Major Comments
    In response to the August 11, 2003 proposal, EPA received 
significant public comment on the following issues related to bag and 
cartridge filtration: the allowable treatment credit, the factor of 
safety applied to challenge testing results to determine treatment 
credit, and the procedure for determining the removal efficiency. A 
summary of these comments and EPA's responses follows.
    In regard to the proposed treatment credits, several commenters 
recommended that bag and cartridge filters should be eligible for up to 
2.0- and 2.5-log credit, respectively, if supported by the challenge 
test results. Others commented that filters should be allowed to 
qualify for removal credits at or below the 1.0- and 2.0-log credits in 
the proposal. EPA agrees that additional flexibility should be provided 
with respect to the removal credit awarded to bag and cartridge 
filters. After reviewing these comments and reassessing data presented 
in the proposal on the removal efficiencies of bag and cartridge 
filters, EPA revised the proposal to allow up to 2.0-log treatment 
credit for either a single bag or cartridge filter. In addition, 
today's rule allows up to 2.5-log credit for bag or cartridge filters 
operated in series.
    With respect to the 1.0-log safety factor applied to challenge test 
results to determine treatment credit, some commenters supported this 
approach, while others recommended a reduced safety factor. In 
response, EPA continues to believe that a 1.0-log safety factor is 
appropriate to address variability in individual filter performance and 
in the absence of a direct integrity test for bag and cartridge 
filters. Where filters are operated in series, however, EPA agrees that 
the safety factor should be reduced. Series operation provides an 
intrinsic process safety and will dampen some of the variability in 
removal efficiency observed for individual filters. Thus, EPA is 
reducing the factor of safety to 0.5-log for configurations consisting 
of two or more filters in series.
    Commenters requested that EPA clarify the procedure used to 
determine the removal efficiency of bag and cartridge filters. In 
response, expanded and clarified guidance on conducting challenge tests 
to determine removal efficiency for bag and cartridge filters has been 
included in the Toolbox Guidance Manual.
11. Membrane Filtration
a. Today's Rule
    Today's final rule establishes criteria for awarding 
Cryptosporidium treatment credit to membrane filtration processes. To 
receive removal credit, filters must meet the definition of a membrane 
filtration process and undergo challenge testing to establish removal 
efficiency; PWSs must periodically verify system integrity through 
direct integrity testing and perform continuous indirect integrity 
monitoring during use. The removal credit awarded to a membrane process 
is based on the removal efficiency demonstrated during challenge 
testing and the sensitivity of the direct integrity test.
    For the purpose of today's rule, membrane filtration is defined as 
a pressure or vacuum driven separation process in which particulate 
matter larger than 1 micrometer is rejected by an engineered barrier, 
primarily through a size-exclusion mechanism, and which has a 
measurable removal efficiency of a target organism that can be verified 
through the application of a direct integrity test.

Membrane Challenge Testing

    Any membrane filter used to meet the treatment requirements of 
today's rule must undergo challenge testing to determine its 
Cryptosporidium removal efficiency. Challenge testing establishes the 
maximum Cryptosporidium treatment credit a membrane filtration process 
is eligible to receive, provided this value is less than or equal to 
the sensitivity of the direct integrity test, as described later in 
this section. Challenge testing for membranes is product-specific, and 
PWSs that install membranes that have successfully undergone challenge 
testing are not required to repeat testing at their sites. Membrane 
challenge testing must meet the following criteria:
    ? Challenge testing must be conducted on either an identical 
full-scale module or a smaller-scale module identical in material and 
similar in construction to the membrane modules the PWS will use. A 
module is the smallest component of a membrane unit in which a specific 
membrane surface area is housed in a device with a filtrate outlet 
structure.
    ? Either Cryptosporidium or a surrogate that is removed no 
more efficiently than Cryptosporidium must be used as the challenge 
particulate during challenge testing.
    ? The analytical method used to measure removal in the 
challenge test must discretely quantify the specific challenge 
particulate. The maximum allowable feed water concentration used during 
a challenge test is 6.5-log (3.16 x 10\6\) times the detection limit of 
the challenge particulate in the filtrate.
    ? Challenge testing must be conducted under representative 
hydraulic conditions at the maximum design flux and maximum design 
process recovery as specified by the manufacturer for the membrane 
filtration process. Flux is defined as the throughput of a pressure 
driven membrane process expressed as flow per unit of membrane area. 
Recovery is defined as the volumetric percent of feed water that is 
converted to filtrate over the course of an operating cycle 
uninterrupted by events such as chemical cleaning or a solids removal 
process (i.e., backwashing).
    ? The removal efficiency for the membrane is determined from 
the results of the challenge test, expressed as a log removal value 
(LRV). A LRV must be calculated for each membrane module evaluated 
during the challenge

[[Continued on page 703]] 

 
 


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