(1) General
Requirements.
This rule shall apply to the public drinking water systems
that use ultraviolet (UV) disinfection for inactivation of Cryptosporidium,
Giardia, and virus. The Director may reduce the requirements of monitoring and
reporting on a case by case basis for the water systems that use UV as
ancillary means of disinfection and do not claim credit for UV disinfection or
for water systems using UV without a SCADA system and treating less than 30
gallons per minute.
Terminology used in this rule is based on the definitions in
the EPA Ultraviolet Disinfection Guidance Manual for the Final Long Term 2
Enhanced Surface Water Treatment Rule (2006 Final UVDGM).
(a) Water systems using surface water or
ground water under the influence of surface water shall not use UV as the sole
means of disinfection. For these types of water systems, at least one
alternative primary disinfectant must be used for virus disinfection, and a
secondary disinfectant shall be provided to maintain a disinfectant residual in
the distribution system.
(b) The
following requirements apply to the water systems that wish to receive credit
for UV disinfection:
(i) The water system
shall submit a UV plan which clearly identifies the dose monitoring strategy,
such as the UV intensity setpoint approach, the calculated dose approach or an
alternative approach.
(ii) The
water system shall identify the goals for the UV facility as part of a
comprehensive disinfection strategy, including target pathogens, target log
inactivation, and corresponding required UV dose per Table 215-5 in
R309-215-15(19)(d).
(iii) The water system shall submit a UV
reactor validation report in accordance with R309-520-8(2), to the Director for
review prior to installation of UV facility.
(iv) The water system must demonstrate that
the reactor is delivering the required UV dose using a validated dose
monitoring system and continue to comply with the monitoring and reporting
requirements specified in
R309-215-15(19)
and (20).
(2) Validation Testing.
The Director may accept a validation report that was
conducted based on the 2003 draft UV Disinfection Guidance Manual on a
case-by-case basis.
(a) Each model and
specific configuration of UV reactor must undergo off-site, full-scale
validation testing by an independent third party test facility prior to being
approved for use. The validation testing shall be conducted in qualified test
facilities that are deemed acceptable by NSF, EPA, or the Director.
(b) Validation testing results shall provide
data, including calculations and tables or graphical plots, on dose delivery by
the UV reactor under design conditions of flow rate, UV transmittance (UVT), UV
intensity, lamp status, power ballast setting, as well as consideration of lamp
aging and lamp fouling. The validation report shall demonstrate that the
monitoring algorithm is valid over the range expected with the application. The
data is used to define the dose monitoring algorithm for the UV reactor and the
operating conditions that can be monitored by a utility to ensure that the UV
dose required for a given pathogen inactivation credit is delivered.
(c) The UV reactor validation report shall
include:
(i) Description of the reactor and
validation test set-up, including general arrangement and layout drawings of
the reactor and validation test piping arrangement.
(ii) Description of the methods used to
empirically validate the reactor.
(iii) Description of the dose monitoring
equation for the reactor to achieve the target pathogen inactivation credit and
related graphical plots showing how the equation was derived from measured
doses obtained through validation testing under varying test
conditions.
(iv) Range of validated
conditions for flow, UVT, UV dose, and lamp status.
(v) Description and rationale for selecting
the challenge organism used in validation testing, and analysis to define
operating dose for pathogen inactivation credit.
(vi) Tabulated data, analysis, and quality
assurance/quality control (QA/QC) measures during validation testing.
(vii) A licensed professional engineer's
third party oversight certification indicating that the testing and data
analyses in the validation report are conducted in a technically sound manner
and without bias.
(viii) The
validation report shall be accompanied with completed Checklists 5.1 through
5.5 included in the EPA Ultraviolet Disinfection Guidance Manual for the Final
Long Term 2 Enhanced Surface Water Treatment Rule (2006 Final UVDGM).
(3) Design Criteria
(a) A water system considering UV
disinfection shall gather sufficient water quality data prior to design. The
water samples shall be representative of the source water to be treated by the
UV facility. Frequent testing may be required if significant variation or
seasonal trending in water quality is expected.
(b) The following water quality parameters
shall be considered in UV facility planning:
(i) UV Transmittance or UV
Absorbance
(ii) Calcium
(iii) Alkalinity
(iv) Hardness
(v) Iron
(vi) Manganese
(vii) Turbidity
(viii) pH
(ix) Oxidation-Reduction Potential
(ORP)
(x) Particle content and
algae
(c) The design
flow rate and UVT used to size the UV system shall be selected to provide the
required dose at least 95 percent of the time, accounting for seasonal
variations of flow and UVT combinations. Specifying a matrix of flow and UVT
conditions for the UV reactors may be necessary.
(d) The water system may consider increasing
the delivered dose beyond the required UV dose listed in Table 215-5 in
R309-215-15(19)(d)
to provide flexibility and conservatism.
(e) UV reactor inlet and outlet
configurations shall meet the validated hydraulic distribution of flow
conditions or be more hydraulically conservative. This can be achieved using
one of the following approaches:
(i) The
inlet and outlet configuration shall meet one of the conditions specified in
Section 3.6.2 of the 2006 Final UVDGM.
(ii) Computational fluid dynamics (CFD)-based
modeling may be used to demonstrate that the given conditions of inlet and
outlet piping with the UV installation provides equal or greater dose delivery.
The CFD modeling shall be conducted at the minimum and maximum values of the
validated range of flow, UVT, and lamp status.
(f) The UV disinfection system shall be
capable of applying the required design dose with a failed or out-of-service
reactor. The design shall account for an on-line backup UV reactor or an
operating scheme to apply the design dose with one reactor out of
service.
(g) It shall be possible
to isolate each reactor for maintenance.
(h) Signals and alarms shall be provided for
the operation of the UV facility for the parameters necessary for dose
monitoring algorithm, such as low UV dose, high flow rate, low UVT, UVT
monitoring failure, UV sensor failure, off specification event, Ground Fault
Interrupt (GFI), high water temperature, and low water level.
(i) All materials used in constructing or
coating the UV reactors that come in contact with water shall be certified NSF
Standard 61 - Drinking Water System Components - Health Effects.
(j) Any chemicals used in the cleaning of the
UV reactor components in contact with the drinking water such as quartz sleeves
shall be certified as meeting the ANSI/NSF Standard 60 - Drinking Water
Treatment Chemicals - Health Effects.
(k) A flow or time delay shall be provided to
permit a sufficient time for tube warm-up, per manufacturer recommendations,
before water flows from the unit upon start up. The flow or time delay shall be
included in the design so they do not result in excessive off specification
conditions.
(l) To ensure a
continuous supply of power, a backup power supply of sufficient capacity shall
be provided for the UV disinfection system. If power quality problems, such as
frequent power interruptions or brownouts, or remote location with unknown
power quality, are anticipated, power conditioning equipment, such as
uninterruptible power supply (UPS), shall be included in the design.
(m) The design shall include a redundant
disinfection mechanism that will apply an approved primary disinfectant to
achieve the CT or log removal/inactivation required for compliance if a UV
facility is off specification or offline within a maximum response time of 15
minutes. One example of such response is to shut down the off- specification UV
train and either bring a parallel UV train on line or initiate a back-up
primary disinfection system within 15 minutes, so the continuous duration of an
off- specification event is limited to no more than 15 minutes.
(n) UV disinfection units rated at 30 gallons
per minute or less shall be certified as meeting the ANSI/NSF Standard 55,
Class A, or other equivalent or more stringent validation or certification
standards that are deemed acceptable by the Director.
(o) The dose monitoring approach used for UV
facility must be reviewed and accepted by the Director. Typically the
calculated dose approach is suitable for large systems or systems with
significant flow variation, and the UV intensity setpoint approach is for small
systems or systems with fixed flow rate. The dose monitoring approaches need to
be consistent with the guidelines stated in the 2006 Final UVDGM.
(p) If Programmable Logic Controller (PLC) or
SCADA interface is used for UV reactor's process control, the programming shall
be in accordance with the validated dose monitoring algorithm and the validated
conditions. The algorithm shall use inputs of flow, UV intensity sensor
readings, lamps status, and/or UVT equal to or more conservative than values
measured during the operation of the UV system. If the measured UVT is above
the validated range, the maximum validated UVT shall be used as the input to
the dose algorithm. If the measured flow rate is below the validated range, the
minimum validated flow rate shall be used as the input to the dose algorithm.
If the dose algorithm uses relative lamp output determined from the UV
intensity sensor readings as an input, the relative lamp output shall be based
on the measured UVT, even if it exceeds the maximum validated UVT.
(q) The UV reactor's PLC or microprocessor
shall be programmed to record off specification events for the following
conditions:
(i) Delivered UV dose less than
the required dose,
(ii) Flow
greater than the validated range,
(iii) UVT less than the validated
range,
(iv) Lamp status outside the
validated range,
(v) Failure of UV
sensors, flow meters, or on-line UVT monitors used in the dose calculation.
Laboratory measurements of UVT may be used temporarily in the program until the
on-line UVT monitor is repaired.
(4) Operation and Maintenance
The operation and maintenance tasks and the frequency of
performing them can be specific to the UV equipment installed. The water
systems with approved UV installations should follow the manufacturer's
recommendation or the operation and maintenance guidelines stated in Section
6.2 through 6.5 of the 2006 Final UVDGM.
(a) Startup testing.
(i) The UV reactor manufacturer must provide
a site-specific operation and maintenance manual, which shall include the
procedure for starting up and shutting down the UV treatment system.
(ii) Provide schedules and performance
standards for start-up testing and initial operation. Schedules shall include
anticipated start-up date and proposed testing duration. Performance standards
shall reference applicable regulations and specific equipment
capabilities.
(iii) Operators shall
receive site-specific training on the operation of the UV disinfection
system.
(b) An incident
plan shall be developed to address lamp breakage and release of mercury,
response to alarms, power supply interruptions, activation of standby
equipment, failure of systems, etc.
(c) To verify that the UV reactors are
operated within the validated limits, selected parameters shall be monitored.
The routine operation and maintenance shall include the monitoring and
calibration requirements listed in
R309-215-15(19)
and (20) and are in accordance with the
monitoring and reporting protocol approved by the Director. For very small UV
systems, the Director may consider granting exception to allow reduced
monitoring and reporting on a case-by-case basis.