(1) MONITORING
REQUIREMENTS FOR GROUNDWATER SYSTEMS UNDER THE DIRECT INFLUENCE OF SURFACE
WATER THAT DO NOT PROVIDE FILTRATION. A public water system that uses a
groundwater source under the direct influence of surface water and does not
provide filtration treatment shall begin monitoring as specified in this
subsection on December 31, 1990, or 6 months after the department determines
that the groundwater source is under the direct influence of surface water,
whichever is later.
(a) Fecal coliform or
total coliform density measurements as required by s.
NR 810.30(1) (a) shall be performed on
representative source water samples immediately prior to the first or only
point of disinfectant application. The water supplier shall sample for fecal or
total coliforms at the following minimum frequency each week the system serves
water to the public:
System Size (persons served)
|
Samples/week
|
[LESS than]= 500 |
1 |
501 to 3,300 |
2 |
3,301 to 10,000 |
3 |
10,001 to 25,000 |
4 |
[GREATER than] 25,000 |
5 |
(b) The samples in par. (a) shall be taken on
separate days. In addition, one fecal or total coliform density measurement
shall be performed every day the system serves water to the public and the
turbidity of the source water exceeds one NTU. These samples count toward the
weekly coliform sampling requirement.
(c) Turbidity measurements as required by s.
NR 810.30(1) (b) shall be performed on
representative grab samples of source water immediately prior to the first or
only point of disinfectant application every 4 hours, or more frequently, that
the system serves water to the public. A public water system may substitute
continuous turbidity monitoring for grab sample monitoring if it validates the
continuous measurement for accuracy on a regular basis using a protocol
approved by the department.
(d) The
total inactivation ratio for each day that the system is in operation shall be
determined based on the CT values in ss.
NR 810.47 to 810.62, as appropriate. The parameters
necessary to determine the total inactivation ratio shall be monitored as
follows:
1. Temperature of the disinfected
water shall be measured at least once per day at each residual disinfectant
concentration sampling point.
2. If
the system uses chlorine, the pH of the disinfected water shall be measured at
least once per day at each chlorine residual disinfectant concentration
sampling point.
3. The disinfectant
contact time ("T") shall be determined for each day during peak hourly
flow.
4. The residual disinfectant
concentration ("C") of the water before or at the first customer shall be
measured each day during peak hourly flow.
5. If a system uses a disinfectant other than
chlorine, the water supplier may demonstrate to the department, through the use
of a department approved protocol for on-site disinfection challenge studies or
other information satisfactory to the department, that CT values other than
those specified in ss.
NR 810.54 to 810.62, and other operational
parameters, are adequate to demonstrate that the system is achieving the
minimum inactivation rates specified in s.
NR 810.31(1) (a).
(e) For any given disinfectant, the total
inactivation ratio shall be calculated as follows:
1. If the system uses only one point of
disinfectant application, the water supplier may determine the total
inactivation ratio based on either of the following 2 methods:
a. One inactivation ratio (CTcalc/CT99.9) is
determined before or at the first customer during peak hourly flow and if the
(CTcalc/CT99.9) is greater than or equal to 1.0, the 99.9% Giardia lamblia
inactivation requirement has been achieved.
b. Successive (CTcalc/CT99.9) values,
representing sequential inactivation ratios, are determined between the point
of disinfectant application and a point before or at the first customer during
peak hourly flow. Under this alternative, the following method shall be used to
calculate the total inactivation ratio:
Determine (CTcalc/CT99.9) for each sequence.
Add the (CTcalc/CT99.9) values together
S(CTcalc/CT99.9).
If S (CTcalc/CT99.9) [GREATER than] or = 1.0, the 99.9%
Giardia lamblia inactivation requirement has been achieved.
2. If the system uses more than
one point of disinfectant application before or at the first customer, the
water supplier shall determine the CT value of each disinfection sequence
immediately prior to the next point of disinfectant application during peak
flow. The (CTcalc/CT99.9) value of each sequence and S (CTcalc/CT99.9) shall be
calculated using the method in subd. 1. b. to determine if the system is in
compliance with s.
NR 810.31.
3. Although not required, the total percent
inactivation for a system with one or more points of residual disinfectant
concentration monitoring may be calculated by solving the following equation:
Percent inactivation = 100 - (100/10), where
z = 3 x summation of (CTcalc/CT99.9)
(f) The residual
disinfectant concentration of the water entering the distribution system shall
be monitored continuously, and the lowest value shall be recorded each day,
except that if there is a failure in the continuous monitoring equipment, grab
sampling every 4 hours may be conducted in lieu of continuous monitoring, but
for no more than 5 working days following the failure of the equipment, and
systems serving 3,300 or fewer persons may take grab samples in lieu of
providing continuous monitoring on an ongoing basis at the following prescribed
frequencies:
System Size by Population
|
Samples/day
|
[LESS than]= 500 |
1 |
501 to 1,000 |
2 |
1,001 to 2,500 |
3 |
2,501 to 3,300 |
4 |
(g) The day's samples to meet par. (f) cannot
be taken at the same time. The sampling intervals are subject to department
review and approval. If at any time the residual disinfectant concentration
falls below 0.2 mg/l in a system using grab sampling in lieu of continuous
monitoring, the water supplier for the system shall take a grab sample every 4
hours until the residual concentration is equal to or greater than 0.2
mg/l.
(h) The residual disinfectant
concentration of the water in the distribution system shall be measured as
follows:
1. The residual disinfectant
concentration shall be measured at least at the same points in the distribution
system and at the same time as total coliforms are sampled, except that the
department may allow the water supplier for a public water system which uses a
groundwater source, to take disinfectant residual samples at points other than
the total coliform sampling points if the department determines that the points
are more representative of treated (disinfected) water quality within the
distribution system. Heterotrophic bacteria, measured as heterotrophic plate
count (HPC) as specified in s.
NR 809.311(1), Table F, may be measured
in lieu of residual disinfectant concentration, when approved by the
department.
2. If the department
determines, based on site specific considerations, that a system has no means
for having a sample transported and analyzed for HPC by a certified laboratory
under the requisite time and temperature conditions specified by s.
NR 809.311, Table F, and that the system is providing
adequate disinfection in the distribution system, the requirements of subd. 1.
do not apply to that system.
(2) MONITORING REQUIREMENTS FOR SYSTEMS USING
FILTRATION TREATMENT. Water suppliers for a public water system that uses a
surface water source or a groundwater source under the direct influence of
surface water and provides filtration treatment shall monitor in accordance
with all of the following:
(a) Turbidity
measurements as specified in s.
NR 810.29 shall be performe don representative samples of
the system's combined filter effluent water every 4 hours, or more frequently,
that the system serves water to the public. A water supplier may substitute
continuous turbidity monitoring for grab sample monitoring if it validates the
continuous measurement for accuracy on a regular basis using a protocol
approved by the department. For any systems using slow sand filtration or
filtration treatment other than conventional filtration treatment, direct
filtration or diatomaceous earth filtration, the department may reduce the
sampling frequency to once per day if it determines that less frequent
monitoring is sufficient to indicate effective filtration performance. For
systems serving 500 or fewer persons, the department may reduce the turbidity
sampling frequency to once per day, regardless of the type of filtration
treatment used, if the department determines that less frequent monitoring is
sufficient to indicate effective filtration performance.
(b) Water suppliers for systems using
conventional filtration treatment or direct filtration shall conduct continuous
monitoring of turbidity for each individual filter using a method approved in
s.
NR 809.113(1), Tables A and B and shall
calibrate turbidimeters using the procedure specified by the manufacturer.
Water suppliers shall record the results of individual filter monitoring every
15 minutes. If there is a failure in the continuous monitoring equipment, the
water supplier shall conduct grab sampling every 4 hours in lieu of continuous
monitoring, until the turbidimeter is repaired and back on-line. The water
supplier shall repair the equipment no later than 5 working days after the
failure or the system is in violation.
(c) The residual disinfectant concentration
of the water entering the distribution system shall be monitored continuously,
and the lowest value shall be recorded each day, except that if there is a
failure in the continuous monitoring equipment, grab sampling every 4 hours may
be conducted in lieu of continuous monitoring, but for no more than 5 working
days following the failure of the equipment. Water suppliers for systems
serving 3,300 or fewer persons may take grab samples in lieu of providing
continuous monitoring on an ongoing basis at the frequencies each day
prescribed as follows:
System Size by Population
|
Samples/day
|
[LESS than]= 500 |
1 |
501 to 1,000 |
2 |
1,001 to 2,500 |
3 |
2,501 to 3,300 |
4 |
1 The day's samples cannot be taken at the same time. The
sampling intervals are subject to department review and approval.
If at any time the residual disinfectant concentration
falls below 0.2 mg/l in a system using grab sampling in lieu of continuous
monitoring, the water supplier shall take a grab sample every 4 hours until the
residual disinfectant concentration is equal to or greater than 0.2
mg/l.
(d) The residual
disinfectant concentration in the distribution system shall be measured as
follows:
1. The residual disinfectant
concentration shall be measured at least at the same points in the distribution
system and at the same time as total coliforms are sampled. The department may
allow a public water system which uses both a surface water source or a
groundwater source under direct influence of surface water, and a groundwater
source to take disinfectant residual samples at points other than the total
coliform sampling points if the department determines that the points are more
representative of treated or disinfected water quality within the distribution
system. Heterotrophic bacteria, measured as heterotrophic plate count (HPC) as
specified in s.
NR 809.311(1), Table F, may be measured
in lieu of residual disinfectant concentration, when approved by the
department.
2. If the department
determines, based on site specific considerations, that a system has no means
for having a sample transported and analyzed for HPC by a certified laboratory
under the requisite time and temperature conditions specified in s.
NR 809.311(1), Table F, and that the
system is providing adequate disinfection in the distribution system, the
requirements of subd. 1. do not apply to that system.