Hawaii Administrative Rules
Title 11 - DEPARTMENT OF HEALTH
Subtitle 1 - GENERAL DEPARTMENTAL PROVISIONS
Chapter 20 - RULES RELATING TO PUBLIC WATER SYSTEMS
Section 11-20-45.1 - Disinfectant residuals, disinfection byproducts, and disinfection byproduct precursors
Universal Citation: HI Admin Rules 11-20-45.1
Current through February, 2024
(a) General requirements
(1) The requirements of this
section constitute state primary drinking water regulations.
(A) The regulations in this section establish
criteria under which community water systems (CWSs) and nontransient,
non-community water systems (NTNCWSs) which add a chemical disinfectant to the
water in any part of the drinking water treatment process must modify their
practices to meet MCLs and MRDLs in sections
11-20-4.1
and
11-20-7.5,
respectively, and must meet the treatment technique requirements for
disinfection byproduct precursors in subsection (f).
(B) The regulations in this section establish
criteria under which transient NCWSs that use chlorine dioxide as a
disinfectant or oxidant must modify their practices to meet the MRDL for
chlorine dioxide in section
11-20-7.5.
(2) Compliance dates.
(A) CWSs and NTNCWSs. Unless otherwise noted,
systems must comply with the requirements of this section as follows. Public
water systems with a surface water source or a GWUDI source serving 10,000 or
more persons must comply with this section beginning January 1, 2002. Public
water systems with a surface water source or a GWUDI source serving fewer than
10,000 persons and systems using only ground water not under the direct
influence of surface water must comply with this section beginning January 1,
2004.
(B) Transient NCWSs. Public
water systems with a surface water source or a GWUDI source serving 10,000 or
more persons and using chlorine dioxide as a disinfectant or oxidant must
comply with any requirements for chlorine dioxide in this section beginning
January 1, 2002. Public water systems with a surface water source or a GWUDI
source serving fewer than 10,000 persons and using chlorine dioxide as a
disinfectant or oxidant and systems using only ground water not under the
direct influence of surface water and using chlorine dioxide as a disinfectant
or oxidant must comply with any requirements for chlorine dioxide in this
section beginning January 1, 2004.
(3) Each CWS and NTNCWS regulated under
paragraph (1) must be operated by qualified personnel who meet the requirements
specified by the director and are included in a state register of qualified
operators.
(4) Control of
disinfectant residuals. Notwithstanding the MRDLs in section
11-20-7.5,
systems may increase residual disinfectant levels in the distribution system of
chlorine or chloramines (but not chlorine dioxide) to a level and for a time
necessary to protect public health, i.e., to address specific microbiological
contamination problems caused by circumstances such as, but not limited to,
distribution line breaks, storm run-off events, source water contamination
events, or cross-connection events.
(b) Analytical requirements.
(1) General.
(A)
Systems must use only the analytical method(s) specified in this
subsection, or their equivalent as approved by EPA, to demonstrate compliance
with the requirements of this section and with the requirements of sections
11-20-45.2
and
11-20-45.3.
These methods are effective for compliance monitoring beginning on February 16,
1999, unless a different effective date is specified in this section or by the
director.
(B) Documents on
analytical methods incorporated by reference into this subsection per
5
U.S.C. 552(a) and 1 C.F.R.
part 51 are listed in
40 C.F.R. §
141.131(a)(2).
(2) Disinfection byproducts.
(A) Systems must measure disinfection
byproducts by the methods listed in
40 C.F.R. §
141.131(b)(1) or alternative
methods listed in Appendix A to Title 40 Code of Federal Regulations, Part 141,
Subpart C.
(B) Analysis under this
section for disinfection byproducts must be conducted by laboratories that have
received certification by EPA or the director, except as specified under
subparagraph (C). To receive certification to conduct analyses for the DBP
contaminants in section
11-20-4.1(a),
11-20-45.2,
and
11-20-45.3,
and subsection (f), the laboratory must meet
40 C.F.R. §
141.131(b)(2) (i
-iv).
(C) A party approved by EPA
or the director must measure daily chlorite samples at the entrance to the
distribution system.
(3)
Disinfectant residuals.
(A) Systems must
measure residual disinfectant concentrations for free chlorine, combined
chlorine (chloramines), and chlorine dioxide by the methods listed in
40 C.F.R. §
141.131(c)(1) or alternative
methods listed in Appendix A to Title 40 Code of Federal Regulations, Part 141,
Subpart C.
(B) If approved by the
director, systems may also measure residual disinfectant concentrations for
chlorine, chloramines, and chlorine dioxide by using DPD colorimetric test
kits.
(C) A party approved by EPA
or the director must measure residual disinfectant
concentration.
(4)
Additional analytical methods. Systems required to analyze parameters not
included in paragraphs (2) and (3) must use the following methods or
alternative methods listed in Appendix A to Title 40 Code of Federal
Regulations, Part 141, Subpart C. A party approved by EPA or the director must
measure these parameters.
(A) Alkalinity.
All methods allowed in
40 C.F.R. §
141.89(a) for measuring
alkalinity.
(B) Bromide. EPA Method
300.0 or EPA Method 300.1, 317.0 Revision 2.0, 326.0, or ASTM D
6581-00.
(C) Total Organic Carbon
(TOC). Standard Method 5310 B or 5310 B-00 (High-Temperature Combustion Method)
or Standard Method 5310 C or 5310 C-00 (Persulfate-Ultraviolet or
Heated-Persulfate Oxidation Method) or Standard Method 5310 D or 5310 D-00
(Wet-Oxidation Method) or EPA Method 415.3 Revision 1.1. Inorganic carbon must
be removed from the samples prior to analysis. TOC samples may not be filtered
prior to analysis. TOC samples must be acidified at the time of sample
collection to achieve pH less than or equal to 2 with minimal addition of the
acid specified in the method or by the instrument manufacturer. Acidified TOC
samples must be analyzed within twenty-eight days.
(D) Specific Ultraviolet Absorbance (SUVA).
SUVA is equal to the UV absorption at 254nm
(UV254)(measured in m-1)
divided by the dissolved organic carbon (DOC) concentration (measured as mg/L).
In order to determine SUVA, it is necessary to separately measure
UV254 and DOC. When determining SUVA, systems must use
the methods stipulated in this subparagraph to measure DOC and the method
stipulated in this subparagraph to measure UV254. SUVA
must be determined on water prior to the addition of disinfectants/oxidants by
the system. DOC and UV254 samples used to determine a
SUVA value must be taken at the same time and at the same location.
(i) Dissolved Organic Carbon (DOC). Standard
Method 5310 B or 5310 B-00 (High-Temperature Combustion Method) or Standard
Method 5310 C or 5310 C-00 (Persulfate-Ultraviolet or Heated-Persulfate
Oxidation Method) or Standard Method 5310 D or 5310 D-00 (Wet-Oxidation Method)
or EPA Method 415.3 Revision 1.1. DOC samples must be filtered through the 0.45
um pore diameter filter as soon as practical after sampling, not to exceed
forty-eight hours. After filtration, DOC samples must be acidified to achieve
pH less than or equal to 2 with minimal addition of the acid specified in the
method or by the instrument manufacturer. Acidified DOC samples must be
analyzed within twenty-eight days of sample collection. Inorganic carbon must
be removed from the samples prior to analysis. Water passed through the filter
prior to filtration of the sample must serve as the filtered blank. This
filtered blank must be analyzed using procedures identical to those used for
analysis of the samples and must meet the following criteria: DOC less than 0.5
mg/L.
(ii) Ultraviolet Absorption
at 254 nm (UV254). Method 5910 B or 5910 B-00
(Ultraviolet Absorption Method) or EPA Method 415.3 Revision 1.1. UV absorption
must be measured at 253.7 nm (may be rounded off to 254 nm). Prior to analysis,
UV254 samples must be filtered through a 0.45 um
pore-diameter filter. The pH of UV254 samples may not be
adjusted. Samples must be analyzed as soon as practical after sampling, not to
exceed forty-eight hours.
(E)
pH. All methods allowed in
40 C.F.R
§
141.23(k)(1) for
measuring pH.
(F) Magnesium. All
methods allowed in
40 C.F.R.
§
141.23(k)(1) for
measuring magnesium.
(c) Monitoring requirements.
(1) General requirements.
(A) Systems must take all samples during
normal operating conditions.
(B)
Systems may consider multiple wells drawing water from a single aquifer as one
treatment plant for determining the minimum number of TTHM and HAA5 samples
required, with director approval. Systems shall submit an evaluation report by
a professional competent in the field of hydrogeology which proves with
reasonable certainty that the affected wells are completed in, and drawing
water from, the same aquifer, and that the water quality
characteristics/chemistry of each well are enough alike to conclude that
disinfection byproduct formation would be similar. Aquifer boundaries and
designations shall be based on maps of the State Commission on Water Resource
Management.
(C) Failure to monitor
in accordance with the monitoring plan required under paragraph (6) is a
monitoring violation.
(D) Failure
to monitor will be treated as a violation for the entire period covered by the
annual average where compliance is based on a running annual average of monthly
or quarterly samples or averages and the system's failure to monitor makes it
impossible to determine compliance with MCLs or MRDLs.
(E) Systems may use only data collected under
the provisions of this subsection or 40 C.F.R. subpart M to qualify for reduced
monitoring.
(2)
Monitoring requirements for disinfection byproducts.
(A)
TTHMs and HAA5.
(i) Routine
monitoring. Systems must monitor at the frequency indicated in Appendix B
entitled "Routine Monitoring Frequency For TTHM and HAA5 (HAR
11-20-45.1(c)(2)(A))",
dated January 1, 2002, located at the end of this chapter and made a part of
this section.
(ii) Systems may
reduce monitoring, except as otherwise provided, in accordance with Appendix C
entitled "Reduced Monitoring Frequency For TTHM and HAA5 (HAR
11-20-45.1(c)(2)(B))
", dated January 1, 2002, located at the end of this chapter and made a part of
this section.
(iii) Monitoring
requirements for source water TOC. In order to qualify for reduced monitoring
for TTHM and HAA5 under clause (ii), Subpart H systems not monitoring under the
provisions of paragraph (c)(4) must take monthly TOC samples every thirty days
at a location prior to any treatment, beginning April 1, 2008 or earlier, if
specified by the director. In addition to meeting other criteria for reduced
monitoring in clause (ii), the source water TOC running annual average must be
<4.0 mg/L (based on the most recent four quarters of monitoring) on a
continuing basis at each treatment plant to reduce or remain on reduced
monitoring for TTHM and HAA5. Once qualified for reduced monitoring for TTHM
and HAA5 under clause (ii), a system may reduce source water TOC monitoring to
quarterly TOC samples taken every ninety days at a location prior to any
treatment.
(iv) Systems on a
reduced monitoring schedule may remain on that reduced schedule as long as the
average of all samples taken in the year (for systems which must monitor
quarterly) or the result of the sample (for systems which must monitor no more
frequently than annually) is no more than 0.060 mg/L and 0.045 mg/L for TTHMs
and HAA5, respectively. Systems that do not meet these levels must resume
monitoring at the minimum frequency identified in Appendix B (minimum
monitoring frequency column) in the quarter immediately following the
monitoring period in which the system exceeds 0.060 mg/L and 0.045 mg/L for
TTHMs and HAA5, respectively. For systems using only ground water not under the
direct influence of surface water and serving fewer than 10,000 persons, if
either the TTHM annual average is > 0.080 mg/L or the HAA5 annual average is
> 0.060 mg/L, the system must go to the increased monitoring identified in
Appendix B (sample location column) in the quarter immediately following the
monitoring period in which the system exceeds 0.080 mg/L or 0.060 mg/L for
TTHMs or HAA5 respectively.
(v)
Systems on increased monitoring may return to routine monitoring if, after at
least one year of monitoring their TTHM annual average is <= 0.060 mg/L and
their HAA5 annual average is <= 0.045 mg/L.
(vi) The director may return a system to
routine monitoring at the director's discretion.
(B) Chlorite. Community and nontransient
non-community water systems using chlorine dioxide, for disinfection or
oxidation, must conduct monitoring for chlorite.
(i) Routine daily monitoring. Systems must
take daily samples at the entrance to the distribution system. For any daily
sample that exceeds the chlorite MCL, the system must take additional samples
in the distribution system the following day at the locations required by
clause (iii) in addition to the sample required at the entrance to the
distribution system.
(ii) Routine
monthly monitoring. Systems must take a three-sample set each month in the
distribution system. The system must take one sample at each of the following
locations: near the first customer, at a location representative of average
residence time, and at a location reflecting maximum residence time in the
distribution system. Any additional routine sampling must be conducted in the
same manner (as three-sample sets, at the specified locations). The system may
use the results of additional monitoring conducted under clause (iii) to meet
the requirement for monitoring under this clause.
(iii) Additional monitoring. On each day
following a routine sample monitoring result that exceeds the chlorite MCL at
the entrance to the distribution system, the system is required to take three
chlorite distribution system samples at the following locations: as close to
the first customer as possible, in a location representative of average
residence time, and as close to the end of the distribution system as possible
(reflecting maximum residence time in the distribution system).
(iv) Reduced monitoring at entrance to
distribution system. Chlorite monitoring at the entrance to the distribution
system required by clause (i) may not be reduced.
(v) Reduced monitoring in distribution
system. Chlorite monitoring in the distribution system required by clause (ii)
may be reduced to one three-sample set per quarter after one year of monitoring
where no individual chlorite sample taken in the distribution system under
clause (ii) has exceeded the chlorite MCL and the system has not been required
to conduct monitoring under clause (iii). The system may remain on the reduced
monitoring schedule until either any of the three individual chlorite samples
taken quarterly in the distribution system under clause (ii) exceeds the
chlorite MCL or the system is required to conduct monitoring under clause
(iii), at which time the system must revert to routine monitoring.
(C) Bromate.
(i) Routine monitoring. Community and
nontransient non-community systems using ozone, for disinfection or oxidation,
must take one sample per month for each treatment plant in the system using
ozone. Systems must take samples monthly at the entrance to the distribution
system while the ozonation system is operating under normal
conditions.
(ii) Reduced
monitoring. Until March 31, 2009, systems required to analyze for bromate may
reduce monitoring from monthly to quarterly, if the system's average source
water bromide concentration is less than 0.05 mg/L based on representative
monthly bromide measurements for one year. The system may remain on reduced
bromate monitoring until the running annual average source water bromide
concentration, computed quarterly, is equal to or greater than 0.05 mg/L based
upon representative monthly measurements. If the running annual average source
water bromide concentration is equal to or greater than 0.05 mg/L, the system
must resume routine monitoring required by clause (i) in the following month.
Beginning April 1, 2009, systems may no longer use the provisions of this
clause to qualify for reduced monitoring. A system required to analyze for
bromate may reduce monitoring from monthly to quarterly, if the system's
running annual average bromate concentration is <=0.0025 mg/L based on
monthly bromate measurements under clause (i) for the most recent four
quarters, with samples analyzed using Method 317.0 Revision 2.0, 326.0 or
321.8. If the running annual average bromate concentration is >0.0025 mg/L,
the system must resume routine monitoring required by clause (i).
(3) Monitoring
requirements for disinfectant residuals.
(A)
Chlorine and chloramines.
(i) Routine
monitoring. Beginning April 1, 2016, community and non-transient non-community
water systems that use chlorine or chloramines must measure the residual
disinfectant level in the distribution system at the same point in the
distribution system and at the same time as total coliforms are sampled, as
specified in sections
11-20-9.1(d)
and (e). Public water systems which filter either a surface water source or a
GWUDI source may use the results of residual disinfectant concentration
sampling conducted under section
11-20-46(d)(2)(B)(iii),
in lieu of taking separate samples.
(ii) Reduced monitoring. Monitoring may not
be reduced.
(B) Chlorine
dioxide.
(i) Routine monitoring. Community,
nontransient non-community, and transient non-community water systems that use
chlorine dioxide for disinfection or oxidation must take daily samples at the
entrance to the distribution system. For any daily sample that exceeds the
MRDL, the system must take samples in the distribution system the following day
at the locations required by clause (ii), in addition to the sample required at
the entrance to the distribution system.
(ii) Additional monitoring. On each day
following a routine sample monitoring result that exceeds the MRDL, a system
covered by this paragraph is required to take three chlorine dioxide
distribution system samples. If chlorine dioxide or chloramines are used to
maintain a disinfectant residual in the distribution system, or if chlorine is
used to maintain a disinfectant residual in the distribution system and there
are no disinfection addition points after the entrance to the distribution
system (i.e., no booster chlorination), the system must take three samples as
close to the first customer as possible, at intervals of at least six hours. If
chlorine is used to maintain a disinfectant residual in the distribution system
and there are one or more disinfection addition points after the entrance to
the distribution system (i.e., booster chlorination), the system must take one
sample at each of the following locations: as close to the first customer as
possible, in a location representative of average residence time, and as close
to the end of the distribution system as possible (reflecting maximum residence
time in the distribution system). All sampling locations shall be approved by
the director.
(iii) Reduced
monitoring. Chlorine dioxide monitoring may not be
reduced.
(4)
Monitoring requirements for disinfection byproduct precursors(DBPP).
(A) Routine monitoring. Public water systems
with a surface water source or a GWUDI source which use conventional filtration
treatment (as defined in section
11-20-2)
must monitor each treatment plant for TOC no later than the point of combined
filter effluent turbidity monitoring and representative of the treated water.
All systems required to monitor under this subparagraph must also monitor for
TOC in the source water prior to any treatment at the same time as monitoring
for TOC in the treated water. These samples (source water and treated water)
are referred to as paired samples. At the same time as the source water sample
is taken, all affected systems must monitor for alkalinity in the source water
prior to any treatment. Systems must take one paired sample and one source
water alkalinity sample per month per plant at a time representative of normal
operating conditions and influent water quality.
(B) Reduced monitoring. Public water systems
with a surface water source or a GWUDI source with an average treated water TOC
of less than 2.0 mg/L for two consecutive years, or less than 1.0 mg/L for one
year, may reduce monitoring for both TOC and alkalinity to one paired sample
and one source water alkalinity sample per plant per quarter. The system must
revert to routine monitoring in the month following the quarter when the annual
average treated water TOC is equal to or greater than 2.0 mg/L.
(5) Bromide. Systems
required to analyze for bromate may reduce bromate monitoring from monthly to
once per quarter, if the system demonstrates that the average source water
bromide concentration is less than 0.05 mg/L based upon representative monthly
measurements for one year. The system must continue bromide monitoring to
remain on reduced bromate monitoring.
(6) Monitoring plans. Each system required to
monitor under this subsection must develop and implement a monitoring plan. The
system must maintain the plan and make it available for inspection by the
director and the general public no later than thirty days following the
applicable compliance dates in subsection (a)(2). All public water systems with
a surface water source or a GWUDI source serving more than 3,300 people must
submit a copy of the monitoring plan to the director no later than the date of
the first report required under subsection (e). The director may also require
the plan to be submitted by any other system. After review, the director may
require changes in any plan elements. The plan must include at least the
following elements:
(A) Specific locations and
schedules for collecting samples for any parameters included in this
section.
(B) How the system will
calculate compliance with MCLs, MRDLs, and treatment techniques.
(C) If approved for monitoring as a
consecutive system, or if providing water to a consecutive system, under the
provisions of section
11-20-16,
the sampling plan must reflect the entire distribution
system.
(d) Compliance requirements.
(1) General
requirements.
(A) Where compliance is based
on a running annual average of monthly or quarterly samples or averages and the
system fails to monitor for TTHM, HAA5, or bromate, this failure to monitor
will be treated as a monitoring violation for the entire period covered by the
annual average. Where compliance is based on a running annual average of
monthly or quarterly samples or averages and the system's failure to monitor
makes it impossible to determine compliance with MRDLs for chlorine and
chloramines, this failure to monitor will be treated as a monitoring violation
for the entire period covered by the annual average.
(B) All samples taken and analyzed under the
provisions of this section must be included in determining compliance, even if
that number is greater than the minimum required.
(C) If, during the first year of monitoring
under subsection (c), any individual quarter's average will cause the running
annual average of that system to exceed the MCL for total trihalomethanes,
haloacetic acids (five), or bromate; or the MRDL for chlorine or chloramine,
the system is out of compliance at the end of that quarter.
(2) Disinfection byproducts.
(A) TTHMs and HAA5.
(i) For systems monitoring quarterly,
compliance with MCLs in section
11-20-4.1
must be based on a running annual arithmetic average, computed quarterly, of
quarterly arithmetic averages of all samples collected by the system as
prescribed by subsections (c)(2)(A).
(ii) For systems monitoring less frequently
than quarterly, systems demonstrate MCL compliance if the average of samples
taken that year under the provisions of subsection (c)(2)(A) does not exceed
the MCLs in section 11-20.4.1. If the average of these samples exceeds the MCL,
the system must increase monitoring to once per quarter per treatment plant and
such a system is not in violation of the MCL until it has completed one year of
quarterly monitoring, unless the result of fewer than four quarters of
monitoring will cause the running annual average to exceed the MCL, in which
case the system is in violation at the end of that quarter. Systems required to
increase monitoring frequency to quarterly monitoring must calculate compliance
by including the sample which triggered the increased monitoring plus the
following three quarters of monitoring.
(iii) If the running annual arithmetic
average of quarterly averages covering any consecutive four-quarter period
exceeds the MCL, the system is in violation of the MCL and must notify the
public pursuant to section
11-20-18
or
40
C.F.R. §
141.202, whichever is effective
for your system, in addition to reporting to the director pursuant to
subsection (e).
(iv) If a PWS fails
to complete four consecutive quarters of monitoring (e.g., when the PWS has not
been operating for four quarters), compliance with the MCL for the last
four-quarter compliance period must be based on an average of the available
data.
(B) Bromate.
Compliance must be based on a running annual arithmetic average, computed
quarterly, of monthly samples (or, for months in which the system takes more
than one sample, the average of all samples taken during the month) collected
by the system as prescribed by subsection (c)(2)(C). If the average of samples
covering any consecutive four-quarter period exceeds the MCL, the system is in
violation of the MCL and must notify the public pursuant to section
11-20-18,
in addition to reporting to the director pursuant to subsection (e). If a PWS
fails to complete twelve consecutive months of monitoring, compliance with the
MCL for the last four-quarter compliance period must be based on an average of
the available data.
(C) Chlorite.
Compliance must be based on an arithmetic average of each three sample set
taken in the distribution system as prescribed by subsection (c)(2)(B)(ii) and
(iii). If the arithmetic average of any three sample set exceeds the MCL, the
system is in violation of the MCL and must notify the public pursuant to
section
11-20-18,
in addition to reporting to the director pursuant to subsection (e).
(3) Disinfectant residuals.
(A) Chlorine and chloramines.
(i) Compliance must be based on a running
annual arithmetic average, computed quarterly, of monthly averages of all
samples collected by the system under subsection (c)(3)(A). If the average
covering any consecutive four-quarter period exceeds the MRDL, the system is in
violation of the MRDL and must notify the public pursuant to section
11-20-18,
in addition to reporting to the director pursuant to subsection (e).
(ii) In cases where systems switch between
the use of chlorine and chloramines for residual disinfection during the year,
compliance must be determined by including together all monitoring results of
both chlorine and chloramines in calculating compliance. Reports submitted
pursuant to subsection (e) must clearly indicate which residual disinfectant
was analyzed for each sample.
(B) Chlorine dioxide.
(i)
Acute violations. Compliance must be based on consecutive daily
samples collected by the system under subsection (c)(3)(B). If any daily sample
taken at the entrance to the distribution system exceeds the MRDL, and on the
following day one (or more) of the three samples taken in the distribution
system exceed the MRDL, the system is in violation of the MRDL and must take
immediate corrective action to lower the level of chlorine dioxide below the
MRDL and must notify the public pursuant to the procedures for acute health
risks in section
11-20-18(b)(2)(D)
in addition to reporting to the director pursuant to subsection (e). Failure to
take samples in the distribution system the day following an exceedance of the
chlorine dioxide MRDL at the entrance to the distribution system will also be
considered an MRDL violation and the system must notify the public of the
violation in accordance with the provisions for acute violations in section
11-20-18(b)(2)(D)
in addition to reporting to the director pursuant to subsection (e).
(ii) Nonacute violations. Compliance must be
based on consecutive daily samples collected by the system under subsection
(c)(3)(B). If any two consecutive daily samples taken at the entrance to the
distribution system exceed the MRDL and all distribution system samples taken
are below the MRDL, the system is in violation of the MRDL and must take
corrective action to lower the level of chlorine dioxide below the MRDL at the
point of sampling and will notify the public pursuant to the procedures for
nonacute health risks in section
11-20-18
in addition to reporting to the director pursuant to subsection (e). Failure to
monitor at the entrance to the distribution system the day following an
exceedance of the chlorine dioxide MRDL at the entrance to the distribution
system is also an MRDL violation and the system must notify the public of the
violation in accordance with the provisions for nonacute violations under
section
11-20-18
in addition to reporting to the director pursuant to subsection (e).
(4)
Disinfection byproduct precursors (DBPP). Compliance must be determined as
specified by subsection (f)(3). Systems may begin monitoring to determine
whether Step 1 TOC removals can be met twelve months prior to the compliance
date for the system. This monitoring is not required and failure to monitor
during this period is not a violation. However, any system that does not
monitor during this period, and then determines in the first twelve months
after the compliance date that it is not able to meet the Step 1 requirements
in subsection (f)(2)(B) and must therefore apply for alternate minimum TOC
removal (Step 2) requirements, is not eligible for retroactive approval of
alternate minimum TOC removal (Step 2) requirements as allowed pursuant to
subsection (f)(2)(C) and is in violation of a treatment technique under
subsection (f). Systems may apply for alternate minimum TOC removal (Step 2)
requirements any time after the compliance date. For systems required to meet
Step 1 TOC removals, if the value calculated under subsection (f)(3)(A)(iv) is
less than 1.00, the system is in violation of the treatment technique
requirements and must notify the public pursuant to section
11-20-18,
in addition to reporting to the director pursuant to subsection (e).
(e) Reporting and record keeping requirements.
(1) Systems required to
sample quarterly or more frequently, pursuant to this subsection shall report
to the director within ten days after the end of each quarter in which samples
were collected, notwithstanding the provisions of section
11-20-17.
Systems required to sample less frequently than quarterly must report to the
director within ten days after the end of each monitoring period in which
samples were collected.
(2)
Disinfection byproducts. Systems must report the information specified in
Appendix D entitled "Reporting Requirements For Disinfection Byproducts (HAR
11-20-45.1(e)(2)
) ", dated January 1, 2002, located at the end of this chapter and made a part
of this section.
(3)
Disinfectants. Systems must report the information specified in Appendix E
entitled "Reporting Requirements For Disinfection Residuals (HAR
11-20-45.1(e)(3)
) ", dated January 1, 2002, located at the end of this chapter and made a part
of this section.
(4) Disinfection
byproduct precursors and enhanced coagulation or enhanced softening. Systems
must report the information specified in Appendix F entitled "Reporting
Requirements For Disinfection Byproduct Precursors and Enhanced Coagulation or
Enhanced Softening (HAR
11-20-45.1(e)(4)
) ", dated January 1, 2002, located at the end of this chapter and made a part
of this section.
(f) Treatment technique for control of disinfection byproduct (DBP) precursors.
(1) Applicability.
(A)
Public water systems with a surface water source or a GWUDI
source using conventional filtration treatment (as defined in section
11-20-2)
must operate with enhanced coagulation or enhanced softening to achieve the TOC
per cent removal levels specified in paragraph (2) unless the system meets at
least one of the alternative compliance criteria listed in subparagraphs (B) or
(C).
(B) Alternative compliance
criteria for enhanced coagulation and enhanced softening systems. Public water
systems with a surface water source or a GWUDI source using conventional
filtration treatment may use the alternative compliance criteria in this
subparagraph to comply with this subsection in lieu of complying with paragraph
(2). Systems shall still comply with monitoring requirements in subsection
(c)(4).
(i) The system's source water TOC
level, measured according to subsection (b)(4)(C), is less than 2.0 mg/L,
calculated quarterly as a running annual average.
(ii) The system's treated water TOC level,
measured according to subsection (b)(4)(C), is less than 2.0 mg/L, calculated
quarterly as a running annual average.
(iii)
The system's source water TOC level, measured according to
subsection (b)(4)(C), is less than 4.0 mg/L, calculated quarterly as a running
annual average; the source water alkalinity, measured according to subsection
(b)(4)(A), is greater than 60 mg/L (as CaCO3),
calculated quarterly as a running annual average; and either the TTHM and HAA5
running annual averages are no greater than 0.040 mg/L and 0.030 mg/L,
respectively; or prior to the effective date for compliance in subsection
(a)(2), the system has made a clear and irrevocable financial commitment not
later than the effective date for compliance in subsection (a)(2) to use
technologies that will limit the levels of TTHMs and HAA5 to no more than 0.040
mg/L and 0.030 mg/L, respectively. Systems must submit evidence of a clear and
irrevocable financial commitment, in addition to a schedule containing
milestones and periodic progress reports for installation and operation of
appropriate technologies, to the director for approval not later than the
effective date for compliance in subsection (a)(2). These technologies must be
installed and operating not later than June 30, 2005. Failure to install and
operate these technologies by the date in the approved schedule will constitute
a violation of National Primary Drinking Water Regulations.
(iv) The TTHM and HAA5 running annual
averages are no greater than 0.040 mg/L and 0.030 mg/L, respectively, and the
system uses only chlorine for primary disinfection and maintenance of a
residual in the distribution system.
(v)
The system's source water SUVA, prior to any treatment and
measured monthly according to subsection (b)(4)(D), is less than or equal to
2.0 L/mg-m, calculated quarterly as a running annual average.
(vi) The system's finished water SUVA,
measured monthly according to subsection (b)(4)(D), is less than or equal to
2.0 L/mg-m, calculated quarterly as a running annual average.
(C) Additional alternative
compliance criteria for softening systems. Systems practicing enhanced
softening that cannot achieve the TOC removals required by paragraph (2)(B) may
use the alternative compliance criteria in this subparagraph in lieu of
complying with paragraph (2). Systems must still comply with monitoring
requirements in subsection (c)(4).
(i)
Softening that results in lowering the treated water alkalinity to less than 60
mg/L (as CaCO3), measured monthly according to
subsection (b)(4)(A) and calculated quarterly as a running annual average.
(ii) Softening that results in
removing at least 10 mg/L of magnesium hardness (as
CaCO3), measured monthly according to subparagraph
(b)(4)(F) and calculated quarterly as an annual running
average.
(2)
Enhanced coagulation and enhanced softening performance requirements.
(A) Systems must achieve the per cent
reduction of TOC specified in subparagraph (B) between the source water and the
combined filter effluent, unless the director approves a system's request for
alternate minimum TOC removal (Step 2) requirements under subparagraph
(C).
(B) Required Step 1 TOC
reductions, indicated in the following table, are based upon specified source
water parameters measured in accordance with subsection (b)(4). Systems
practicing softening are required to meet the Step 1 TOC reductions in the
far-right column (source water alkalinity greater than 120 mg/L) for the
specified source water TOC:
Step 1 Required Removal of TOC By Enhanced Coagulation and Enhanced Softening for Subpart H Systems Using Conventional Treatment
Source-water alkalinity, mg/L as CaCO3 |
|||
Source-water TOC, mg/L |
0-60 |
>60-120 |
>120 |
>2.0-4.0 |
35.0% |
25.0% |
15.0% |
>4.0-8.0 |
45.0% |
35.0% |
25.0% |
>8.0 |
50.0% |
40.0% |
30.0% |
(C)
Public water systems with a surface water source or a GWUDI source using
conventional treatment systems that cannot achieve the Step 1 TOC removals
required by subparagraph (B) due to water quality parameters or operational
constraints must apply to the State, within three months of failure to achieve
the TOC removals required by subparagraph (B), for approval of alternative
minimum TOC (Step 2) removal requirements submitted by the system. If the
director approves the alternative minimum TOC removal (Step 2) requirements,
the director may make those requirements retroactive for the purposes of
determining compliance. Until the director approves the alternate minimum TOC
removal (Step 2) requirements, the system must meet the Step 1 TOC removals
contained in subparagraph (B).
(D)
Alternate minimum TOC removal (Step 2) requirements. Applications made to the
director by enhanced coagulation systems for approval of alternative minimum
TOC removal (Step 2) requirements under subparagraph (C) must include, as a
minimum, results of bench- or pilot-scale testing conducted under clause (i).
The submitted bench-or pilot-scale testing must be used to determine the
alternate enhanced coagulation level.
(i)
Alternate enhanced coagulation level is defined as coagulation at a coagulant
dose and pH as determined by the method described in this subparagraph such
that an incremental addition of 10 mg/L of alum (or equivalent amount of ferric
salt) results in a TOC removal of less than or equal to 0.3 mg/L. The per cent
removal of TOC at this point on the "TOC removal versus coagulant dose" curve
is then defined as the minimum TOC removal required for the system. Once
approved by the director, this minimum requirement supersedes the minimum TOC
removal required by the table in subparagraph (B). This requirement will be
effective until such time as the director approves a new value based on the
results of a new bench- and pilot-scale test. Failure to achieve State-set
alternative minimum TOC removal levels is a violation of National Primary
Drinking Water Regulations.
(ii)
Bench- or pilot-scale testing of enhanced coagulation must be conducted by
using representative water samples and adding 10 mg/L increments of alum (or
equivalent amounts of ferric salt) until the pH is reduced to a level less than
or equal to the enhanced coagulation Step 2 target pH shown in the following
table:
Enhanced Coagulation Step 2 Target pH |
|
Alkalinity (mg/L as CaCO3) |
Target pH |
0-60 |
5.5 |
>60-120 |
6.3 |
>120-240 |
7.0 |
>240 5.5 |
7.5 |
(iii)
For waters with alkalinities of less than 60 mg/L for which
addition of small amounts of alum or equivalent addition of iron coagulant
drives the pH below 5.5 before significant TOC removal occurs, the system must
add necessary chemicals to maintain the pH between 5.3 and 5.7 in samples until
the TOC removal of 0.3 mg/L per 10 mg/L alum added (or equivalent addition of
iron coagulant) is reached.
(iv) The
system may operate at any coagulant dose or pH necessary (consistent with other
NPDWRs) to achieve the minimum TOC per cent removal approved under subparagraph
(C).
(v) If the TOC removal is
consistently less than 0.3 mg/L of TOC per 10 mg/L of incremental alum dose at
all dosages of alum (or equivalent addition of iron coagulant), the water is
deemed to contain TOC not amenable to enhanced coagulation. The system may then
apply to the director for a waiver of enhanced coagulation
requirements.
(3)
Compliance calculations.
(A)
Public water systems with a surface water source or a GWUDI source other than
those identified in paragraphs (1)(B) and (1)(C) must comply with requirements
contained in paragraph (2)(B) or (2)(C), whichever is applicable. Systems must
calculate compliance quarterly, beginning after the system has collected twelve
months of data, by determining an annual average using the following method:
(i) Determine actual monthly TOC per cent
removal, equal to: (1-(treated water TOC/source water TOC) ) x 100
(ii) Determine the required monthly TOC per
cent removal (from either the table in paragraph (2)(B) or from paragraph
(2)(C) ).
(iii) Divide the value in
clause (i) by the value in clause (ii).
(iv) Add together the results of clause (iii)
for the last twelve months and divide by twelve.
(v) If the value calculated in clause (iv) is
less than 1.00, the system is not in compliance with the TOC per cent removal
requirements.
(B)
Systems may use the provisions in this subparagraph in lieu of the calculations
in subparagraph (A) to determine compliance with TOC per cent removal
requirements.
(i) In any month that the
system's treated or source water TOC level, measured according to subsection
(b)(4)(C), is less than 2.0 mg/L, the system may assign a monthly value of 1.0
in lieu of the value calculated in subparagraph (A)(iii) when calculating
compliance under the provisions of subparagraph (A).
(ii) In any month that a system practicing
softening removes at least 10 mg/L of magnesium hardness (as
CaCO3), the system may assign a monthly value of 1.0 in
lieu of the value calculated in subparagraph (A)(iii) when calculating
compliance under the provisions of subparagraph (A).
(iii) In any month that the system's source
water SUVA, prior to any treatment and measured according to subsection
(b)(4)(D), is less than or equal to 2.0 L/mg-m, the system may assign a monthly
value of 1.0 in lieu of the value calculated in subparagraph (A)(iii) when
calculating compliance under the provisions of subparagraph (A).
(iv) In any month that the system's finished
water SUVA, measured according to subsection (b)(4)(D), is less than or equal
to 2.0 L/mg-m, the system may assign a monthly value of 1.0 in lieu of the
value calculated in subparagraph (A)(iii) when calculating compliance under the
provisions of subparagraph (A).
(v)
In any month that a system practicing enhanced softening lowers alkalinity
below 60 mg/L (as CaCO3), the system may assign a
monthly value of 1.0 in lieu of the value calculated in subparagraph (A)(iii)
when calculating compliance under the provisions of subparagraph
(A).
(C) Public water
systems with a surface water source or a GWUDI source using conventional
filtration treatment may also comply with the requirements of this subsection
by meeting the criteria in paragraphs (1)(B) or (1)(C).
(4) Treatment technique requirements for DBP
precursors. The Administrator identifies the following as treatment techniques
to control the level of disinfection byproduct precursors in drinking water
treatment and distribution systems: for public water systems with a surface
water source or a GWUDI source using conventional treatment, enhanced
coagulation or enhanced softening.
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