(1) General: Surface water sources or
groundwater sources under direct influence of surface water shall be
disinfected during the course of required surface water treatment. Disinfection
shall not be considered a substitute for inadequate collection facilities. All
public water systems which use a treatment technique to treat water obtained in
whole or in part from surface water sources or ground water sources under the
direct influence of surface water shall monitor the plant's operation and
report the results to the Division as indicated in R309-215-7 through
R309-215-14.
Individual plants will be evaluated in accordance with the criteria outlined in
paragraph (2) below. Based on information submitted and/or plant inspections,
the plant will receive credit for treatment techniques other than disinfection
that remove pathogens, specifically Giardia lamblia and viruses. This credit
(log removal) will reduce the required disinfectant "CT" value which the plant
shall maintain to assure compliance with
R309-200-5(7)(a)(i).
(2) Criteria for Individual Treatment Plant
Evaluation: New and existing water treatment plants shall meet specified
monitoring and performance criteria in order to ensure that filtration and
disinfection are satisfactorily practiced. The monitoring requirements and
performance criteria for turbidity and disinfection listed above provide the
minimum for the Division to evaluate the plant's efficiency in removing and/or
inactivating 99.9 percent (3-log) of Giardia lamblia cysts and 99.99 percent
(4-log) of viruses as required by
R309-505-6(2)(a) and
(b).
(3) The Division, upon evaluation of
individual raw water sources, surface water or ground water under the direct
influence of surface water, may require greater than the 3-log, 4-log
removal/inactivation of Giardia and viruses respectfully. If a raw water source
exhibits an estimated concentration of 1 to 10 Giardia cysts per 100 liters, 4
and 5-log removal/inactivation may be required. If the raw water exhibits a
concentration of 10 to 100 cysts per 100 liters, 5 and 6-log
removal/inactivation may be required.
If a plant decides to recycle any spent filter backwash
water, thickener supernatant, or liquids from dewatering processes the Division
shall be notified in writing by December 8, 2003 or prior to recycling such
waters. Such notification shall include, at a minimum:
(a) A plant schematic showing the origin of
all flows which are recycled (including, but not limited to, spent filter
backwash water, thickener supernatant, and any liquids from dewatering
processes), the hydraulic conveyance used to transport them, and the location
where they are reintroduced back into the treatment plant.
(b) Typical recycle flow in gallons per
minute (gpm), the highest observed plant flow experienced in the previous year
(gpm), design flow for the treatment plant (gpm), and operating capacity
approved by the Director for the plant where the Director has made such
determinations.
(c) Treatment
technique (TT) requirement. Any system that recycles spent filter backwash
water, thickener supernatant, or liquids from dewatering processes shall return
these flows through the processes of a system's existing conventional or direct
filtration system as defined in R309-525 or R309-530 or at an alternate
location approved by the Director by or after June 8, 2004. If capital
improvements are required to modify the recycle location to meet this
requirement, all capital improvements must be completed no later than June 8,
2006.
(4) The Director,
upon individual plant evaluation, may assign the treatment techniques
(coagulation, flocculation, sedimentation and filtration) credit toward removal
of Giardia cysts and viruses. The greater the number of barriers in the
treatment process, the greater the reduction of pathogens, therefore lessor
credit will be given to processes such as direct filtration which eliminate one
or more conventional barriers. Plants may monitor turbidity at multiple points
in the treatment process as evidence of the performance of an individual
treatment technique.
(5) The
nominal credit that will be assigned certain conventional processes are
outlined in Table 215-1:
TABLE 215-1
CONVENTIONAL PROCESS
CREDIT
|
Process
|
Log Reduction Credit
|
Giardia
|
Viruses
|
Conventional Complete Treatment
|
2.5
|
2.0
|
Direct Filtration
|
2.0
|
1.0
|
Slow Sand Filtration
|
2.0
|
2.0
|
Diatomaceous Earth Fil
|
ters 2.0
|
1.0
|
(6)
Upon evaluation of information provided by individual plants or obtained during
inspections by Division staff, the Director may increase or decrease the
nominal credit assigned individual plants based on that evaluation.
(a) Items which would augment the treatment
process and thereby warrant increased credit are:
(i) facilities or means to moderate extreme
fluctuations in raw water characteristics;
(ii) sufficient on-site laboratory facilities
regularly used to alert operators to changes in raw water quality;
(iii) use of pilot stream facilities which
duplicate treatment conditions but allow operators to know results of
adjustments much sooner than if only monitoring plant effluent;
(iv) use of additional monitoring methods
such as particle size and distribution analysis to achieve greater efficiency
in particulate removal;
(v) regular
program for preventive maintenance, records of such, and general good
housekeeping; or
(vi) adequate
staff of well trained and certified plant operators.
(b) Items which would be considered a
detriment to the treatment process and thereby warrant decreased credit are:
(i) inadequate staff of trained and certified
operators;
(ii) lack of regular
maintenance and poor housekeeping; or
(iii) insufficient on-site laboratory
facilities.