reglab/statecodes huggingface dataset:
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-10 - Developing the disinfection profile and benchmark; disinfection profiling and benchmarking requirements; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 10.
(a) A PWS
				required to develop a disinfection profile under section 9 of this rule shall
				follow the requirements of this section, including the following:
(1) A PWS shall monitor at least weekly for a
				period of twelve (12) consecutive months to determine the total log
				inactivation for Giardia lamblia and viruses as required under subdivision
				(4).
(2) If a PWS monitors more
				frequently than required under subdivision (1), the monitoring frequency must
				be evenly spaced.
(3) A PWS that
				operates for fewer than twelve (12) months per year shall monitor weekly during
				the period of operation.
(4) Each
				PWS shall determine log inactivation for the following:
(A) Giardia lamblia through the entire plant
				based on CT99.9 values (where C is the residual
				disinfectant concentration and T is the disinfectant contact time) in Tables
				1.1 through 1.6, 2.1, and 3.1 of
				40 CFR
				141.74(b) * as
				applicable.
(B) Viruses through the
				entire treatment plant based on a protocol approved by the commissioner.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-11 - Bin classification for filtered systems; treatment technique requirements; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8; IC 13-14-9; IC 13-18-3; IC
				  13-18-16
Affected: IC 13-18-3-11
Sec. 11.
(a)
				Following completion of the initial round of source water monitoring required
				under
				40 CFR
				141.701(a), as incorporated
				by reference in section 8(a)(1) of this rule, each filtered PWS shall calculate
				an initial Cryptosporidium bin concentration for each plant for which
				monitoring was required by:
(1) using the
				Cryptosporidium results reported under
				40 CFR
				141.701(a), as incorporated
				by reference in section 8(a)(1) of this rule; and
(2) following the procedures in subsection
				(b).
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-12 - Filtered system additional Cryptosporidium treatment requirements; treatment technique requirements; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 12.
(a) A
				filtered PWS shall provide the level of additional treatment for
				Cryptosporidium specified in the following table based on the system's bin
				classification calculated under section 11 of this rule and according to the
				schedule in section 13 of this rule:
Table 12
If the system bin classification is:
And the system uses the following filtration
						  treatment in full compliance with
						  327 IAC
						  8-2-8.5,
						  327 IAC
						  8-2-8.6,
						  327
						  IAC 8-2-8.7,
						  327
						  IAC 8-2-8.8,
						  327
						  IAC 8-2-14, and sections 2 through 5 of this rule (as
						  applicable), then the additional Cryptosporidium treatment requirements are:
Conventional filtration treatment (including softening)
Direct filtration
Slow sand or diatomaceous earth filtration
Alternative filtration technologies
Bin 1
No additional treatment
No additional treatment
No additional treatment
No additional treatment
Bin 2
1-log treatment
1.5-log treatment
1-log treatment
(1)
Bin 3
2-log treatment
2.5-log treatment
2-log treatment
(2)
Bin 4
2.5-log treatment
3-log treatment
2.5-log treatment
(3)
1 As determined
				by the commissioner such that the total Cryptosporidium removal and
				inactivation is at least 4.0-log.
2
				As determined by the commissioner such that the total Cryptosporidium removal
				and inactivation is at least 5.0-log.
3 As determined by the commissioner such that
				the total Cryptosporidium removal and inactivation is at least
				5.5-log.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-13 - Schedule for compliance with Cryptosporidium treatment requirements; treatment technique requirements; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 13.
(a)
				Following initial bin classification under section 11(c) of this rule, a
				filtered PWS shall provide the level of treatment required under section 12 of
				this rule according to Table 13 in subsection (b).
(b) Cryptosporidium treatment compliance
				dates are as follows:
Table 13. Cryptosporidium Treatment Compliance Dates
				  Table
Systems that serve:
Shall comply with Cryptosporidium treatment requirements
						  not later than1:
At least 100,000 people
April 1, 2012
From 50,000 to 99,999 people
October 1, 2012
From 10,000 to 49,999 people
October 1, 2013
Fewer than 10,000 people
October 1, 2014
1 The
				commissioner may allow up to an additional two (2) years for complying with the
				treatment requirements for systems making capital improvements.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-14 - Requirements for uncovered finished water storage facilities; treatment technique requirements; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 14.
(a) This
				section applies to the following systems:
(1)
				A Subpart H system using an uncovered finished water storage
				facility.
(2) A PWS that purchases
				water from a Subpart H system where the purchasing system uses an uncovered
				finished water storage facility.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-17 - Prefiltration treatment toolbox components; requirements for microbial toolbox components; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 17.
(a) A PWS
				may receive a 0.5-log Cryptosporidium treatment credit for a presedimentation
				basin during any month the process meets the following criteria:
(1) The presedimentation basin must:
(A) be in continuous operation; and
(B) treat the entire plant flow taken from a:
(i) surface water; or
(ii) ground water under the direct influence
				of surface water; source.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-18 - Treatment performance toolbox options; requirements for microbial toolbox components; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8; IC 13-14-9; IC 13-18-3; IC
				  13-18-16
Affected: IC 13-18-3-11
Sec. 18.
(a) A PWS
				using conventional filtration treatment or direct filtration treatment shall
				receive an additional 0.5-log Cryptosporidium treatment credit during any month
				the system meets the following:
(1) Combined
				filter effluent (CFE) turbidity must be less than or equal to
				fifteen-hundredths (0.15) NTU in at least ninety-five percent (95%) of the
				measurements recorded each month.
(2) Turbidity must be measured as described
				in
				327
				IAC 8-2-8.7(4).
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-20 - Inactivation toolbox components; requirements for microbial toolbox components; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 20.
(a) The
				following requirements are for calculation of CT values:
(1) CT is the product of C and T.
Where: C = disinfectant concentration expressed in milligrams
				  per liter
T = disinfectant contact time expressed in minutes
(2) A PWS with treatment credit
				for chlorine dioxide or ozone under subsection (b) or (c) shall calculate CT at
				least once each day with both C and T measured during peak hourly flow as
				described under
				327
				IAC 8-2-8.7.
(3) A PWS with several disinfection segments
				in sequence, where a disinfection segment is defined as a treatment unit
				process with a measurable disinfectant residual level and a liquid volume:
(A) may calculate CT for each segment;
				and
(B) shall add the
				Cryptosporidium CT values in each segment to determine the CT for the treatment
				plant.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-21 - Reporting requirements; reporting and record keeping requirements; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 21.
(a) A PWS
				shall report:
(1) sampling schedules under
				40 CFR
				141.702, as incorporated under section
				8(a)(2) of this rule; and
(2)
				source water monitoring under section 8(a)(6) of this rule; unless the PWS
				notifies the commissioner that it will not conduct source water monitoring due
				to meeting the criteria under
				40 CFR
				141.701(d), as incorporated
				under section 8(a)(1) of this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 2.6 - Enhanced Filtration and Disinfection › Section 2.6-22 - Record keeping requirements; reporting and record keeping requirements; enhanced treatment for Cryptosporidium

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC
				  13-18-3-2; IC 13-18-16
Affected: IC 13-18-3-11
Sec. 22.
(a) A PWS
				shall keep results from the:
(1) initial
				round of source water monitoring under
				40 CFR
				141.701(a), as incorporated
				by reference in section 8(a)(1) of this rule; and
(2) second round of source water monitoring
				under
				40 CFR
				141.701(b), as incorporated
				by reference in section 8(a)(1) of this rule;
until three (3) years after bin classification under section
				  11 of this rule for filtered PWSs for the particular round of
				  monitoring.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-1 - Definitions

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-3-12; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2; IC 25-17.6;
				  IC 25-31; IC 25-39-3
Sec. 1.
In addition to the definitions in IC 13-11-2 and 327 IAC
				  8-1, the following definitions apply throughout this rule:
(1) "Connection ban" means an order imposed
				by the commissioner in accordance with section 4.2 of this rule.
(2) "Early warning order" means an order
				imposed by the commissioner in accordance with section 4.2 of this
				rule.
(3) "Experimental permit"
				means a construction permit issued for an installation, treatment process, or
				technique for which extensive experience and records of use have not been
				accumulated to meet the Safe Drinking Water Act requirements.
(4) "Licensed professional geologist" means a
				person who is licensed as a professional geologist under IC 25-17.6.
(5) "Licensed well driller" means a person
				who is licensed as a well driller under IC 25-39-3.
(6) "Normal operating pressure" means the
				water main pressure maintained regardless of public service load in the absence
				of extenuating circumstances.
(7)
				"Peak operating flow rate" means the flow rate equal to the maximum achievable
				capacity of the public water system.
(8) "Professional engineer" means a person
				who is registered as a professional engineer by the Indiana state board of
				registration for professional engineers under IC 25-31.
(9) "Satisfactory quality" means the
				physical, chemical, and bacteriological quality of drinking water meeting the
				requirements set forth in this article.
(10) "Small nontransient noncommunity public
				water system" means a public water system that:
(A) meets the definition of a nontransient
				noncommunity public water system under
				327 IAC
				8-2-1;
(B)
				serves one hundred (100) or fewer individuals; and
(C) does not utilize surface water or ground
				water under the influence of surface water as its water
				source.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-1.1 - Proof of capacity

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-15-1-2; IC 13-15-2-1
Affected: IC 13-18-16
Sec. 1.1.
(a) A new
				community public water system and a new nontransient noncommunity public water
				system that will commence operation after October 1, 1999, must fulfill the
				requirements of 327 IAC 8-3.6 before making a submission to the commissioner
				for a permit to construct as described in sections 2 and 3 of this
				rule.
(b) The commissioner shall
				deny and return to the applicant a construction permit application, plans, or
				specifications that are submitted for review without the proof of public water
				system technical, financial, and managerial capacity as required by 327 IAC
				8-3.6.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-2 - Permits for construction of public water systems; exemptions; experimental construction permits; emergency construction permits; after-the-fact construction permits

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 2.
(a) No
				person shall cause or allow the construction, installation, or modification of
				any facility, equipment, or device for any public water system without having a
				valid construction permit issued by the commissioner, except for replacement of
				equipment of similar design and capacity, none of which will change adversely:
(1) the plant operation;
(2) its hydraulic design or waste products;
				or
(3) the water distribution
				system design, operation, or capacity; or where specifically allowed in section
				2.1 of this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-2.1 - Permits for construction of small transient and small nontransient noncommunity public water systems

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2; IC
				  25-31-1-19
Sec. 2.1.
(a) Small
				transient and small nontransient noncommunity public water systems may
				construct facilities specified in
				327
				IAC 8-4-2 without obtaining a construction permit,
				provided that they have met all the conditions set forth in
				327
				IAC 8-4-2.
(b) For construction at small transient and
				small nontransient noncommunity public water systems that are not subject to
				subsection (c), the design as shown on an application, plans, and
				specifications may be certified by any of the following:
(1) A professional engineer.
(2) A licensed well driller.
(3) A licensed professional
				geologist.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-3 - Application for permits

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  4-21.5-3-5;
				  IC 13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 3.
(a) A
				properly executed application form shall accompany the plans and specifications
				submitted to the commissioner for the purposes of obtaining a permit.
				Application forms may be obtained from the commissioner upon request or
				computer-generated if the computer-generated form is similar in appearance and
				identical in content to the form generated by the commissioner. A properly
				executed application form shall include the following:
(1) The name, address, identification number,
				and telephone number of the public water system.
(2) The name, address, and telephone number
				of the engineering firm or other entity specified in section 2.1 of this rule
				and the developing firm.
(3) The
				name, address, and title of the person who is to receive the permit (generally
				the person representing the funding entity of the construction
				project).
(4) The location, a brief
				description, and the source of funding for the construction project.
(5) A list and corresponding mailing labels
				of all potentially affected parties as defined by IC
				4-21.5-3-5(b).
(6) A dated signature certifying that, to the
				best of the public water system's knowledge, all potentially affected parties,
				as defined by IC
				4-21.5-3-5(b),
				have been listed.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-4 - Issuance requirements

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 4.
The commissioner may deny the application for any permit
				  required by this rule unless the applicant submits evidence that the following
				  issuance requirements are met:
(1) The
				facility is designed to be constructed, modified, or installed, and operated in
				such a manner that it will not violate any of the sanitary or health
				regulations or requirements existing at the time of application for the
				permit.
(2) The facility conforms
				to the design criteria in the "Recommended Standards for Water Works"
				established by the Great Lakes-Upper Mississippi River Board of State Public
				Health and Environmental Managers, the American Water Works Association (AWWA)
				standards, or is based on such criteria acceptable to the commissioner which
				the applicant shows will produce drinking water of satisfactory quality and
				normal operating pressure at the peak operating flowrate in accordance with
				this article.
(3) The facility will
				conform to any additional requirements specified by the commissioner to produce
				consistently satisfactory results.
(4) The plans for wastewater disposal meet
				the requirements of the commissioner.
(5) All additional substantiating information
				requested by the commissioner has been submitted.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-4.2 - Public water system water main extension early warning order and connection ban

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 4-21.5; IC 13-11-2; IC 13-13-5-1; IC
				  13-18-2
Sec. 4.2.
(a) For
				use in this section, the public water system's capacity shall be calculated by
				the methods outlined in 327 IAC 8-3.3.
(b) The commissioner may issue an early
				warning order to a public water system if the public water system's highest
				daily pumpage, as reported over the previous two (2) year period, on the public
				water system's monthly report of operations, on record with the department,
				exceeds ninety percent (90%) of the public water system's capacity.
(c) An early warning order shall require the
				public water system to submit one (1) of the following within one hundred
				twenty (120) days of the date of an early warning order:
(1) A report regarding the public water
				system's:
(A) technical, managerial, and
				financial capacity demonstrating that the public water system can maintain
				normal operations and remain viable; and
(B) anticipated capacity utilization plans
				covering, in the minimum, the upcoming twenty-four (24) months.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-5 - Modification or revocation of permits

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC 13-18-3; IC
				  13-18-4-1
Affected: IC
				  13-15-7-1;
				  IC 13-18-2; IC
				  13-18-16
Sec. 5.
Permits shall be modified or revoked pursuant to the
				  provision of IC
				  13-15-7.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-5.5 - Duration of the commissioner's review of an application, plans, and specifications

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC
				  13-15-4-11;
				  IC 13-18-2
Sec. 5.5.
(a) The
				commissioner must approve or deny a construction permit application:
(1) for water treatment facilities within a
				total of one hundred twenty (120) days; or
(2) for all other proposed construction to a
				public water system within a total of sixty (60) days.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-5.7 - Notification of construction

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 5.7.
The permittee must notify the commissioner a minimum of ten
				  (10) days, excluding Saturdays, Sundays, and state of Indiana holidays, before
				  exercising a permit issued by the commissioner in accordance with this rule.
				  The notification must include the following information:
(1) The construction permit number assigned
				by the commissioner.
(2) The
				location of the construction.
(3) A
				description of the construction.
(4) Anticipated duration of the
				construction.
(5) The phone number
				of the permittee or permittee's representative who will be present during the
				construction.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-6 - Permit no defense to violations

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-15-1-2; IC 13-15-2-1; IC
				  13-18-3; IC 13-18-4-1
Affected: IC 13-18-2; IC 13-18-16
Sec. 6.
The possession of any permit authorized by this rule ( 327
				  IAC 8-3 ) shall not be construed to authorize the holder of the permit to
				  violate any law of the state of Indiana or rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-7 - PWS construction permit fees and annual operation fees

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC 13-16; IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC 13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2; IC
				  36-1-2-23
Sec. 7.
(a) The
				following governmental entities are excluded from payment of the fees in
				subsection (b):
(1) County, municipality, or
				township that is defined as a unit under IC
				36-1-2-23.
(2) A nonprofit organization.
(3) A conservancy district.
(4) A school corporation.
(5) A regional water or sewage
				district.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3 - Public Water Supply Construction Permits › Section 3-8 - Incorporation by reference

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 8.
Recommended Standards for Waterworks, 2003 Edition, Great
				  Lakes-Upper Mississippi River Board of State and Provincial Public Health and
				  Environmental Managers, is incorporated by reference into this rule and may be
				  obtained from Health Education Services, P.O. Box 7126, Albany, New York 12224
				  or from the Indiana Department of Environmental Management, Office of Water
				  Quality, Indiana Government Center-North, 100 North Senate Avenue, Room N1255,
				  Indianapolis, Indiana 46204.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.1 - Permitting Authority of Units for Water Main Extension Construction › Section 3.1-1 - Definitions

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-3-12; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2; IC 25-31; IC
				  36-1-2-23
Sec. 1.
(a) The
				applicable definitions in IC 13-11-2 and
				327 IAC 8-3.2-1 apply
				throughout this rule.
(b) For
				purposes of this rule, "unit" means county, municipality, or township as set
				forth in IC
				36-1-2-23.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.1 - Permitting Authority of Units for Water Main Extension Construction › Section 3.1-2 - Permitting authority and responsibilities

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-3-12; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 2.
(a) The
				plans for a water main extension are not required to be submitted to any state
				agency for a permit, permission, or review, unless required by the federal law,
				if the following are met:
(1) A person submits
				plans to a unit concerning the design or construction of a public water
				main.
(2) A professional engineer
				prepared the plans.
(3) The unit
				provided a review of the plans by a qualified engineer and subsequently
				approved the plans.
(4) All other
				requirements specified in this rule and all other rules adopted by the board
				are met.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-1 - Definitions

Current through July 10, 2024
Authority: IC 13-13-5-1; IC 13-14-8; IC 13-14-9; IC
				  13-15-1-2; IC 13-15-2-1; IC 13-18-2; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 25-31
Sec. 1.
In addition to the definitions in IC 13-11-2 and
				  327 IAC 8-3-1, the
				  following definitions apply throughout this rule:
(1) "100-year flood" means a flood with an
				occurrence probability of one percent (1%) each year as determined by the
				Indiana department of natural resources.
(2) "Accessories" means the constituent
				elements of a water main, such as the following:
(A) Pipes.
(B) Fittings.
(C) Valves.
(D) Pumps.
(E) Hydrants.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-2 - Incorporation by reference

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 2.
The following materials, including titles and the names and
				  addresses of where they may be located for inspection and copying, are
				  incorporated by reference into this rule:
(1) The American Society for Testing and
				Materials standards listed throughout this rule are available in the 2004
				Annual Book of ASTM Standards, Part 34, Plastic Pipe and Building Products,
				2004 Edition, American Society for Testing and Materials, 1916 Race Street,
				Philadelphia, Pennsylvania 19103 or from the Indiana Department of
				Environmental Management, Office of Water Quality, Indiana Government
				Center-North, 100 North Senate Avenue, Room N1255, Indianapolis, Indiana
				46204.
(2) The American Water Works
				Association (AWWA) standards listed throughout this rule are available from the
				American Water Works Association, 6666 West Quincy Avenue, Denver, Colorado
				80235 or from the Indiana Department of Environmental Management, Office of
				Water Quality, Indiana Government Center-North, 100 North Senate Avenue, Room
				N1255, Indianapolis, Indiana 46204.
Notwithstanding language to the contrary in the primarily
				  incorporated documents, the version of all secondarily incorporated documents,
				  which are documents referred to in the primarily incorporated documents, shall
				  be the version in effect on the date of final adoption of this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-3 - Applicability

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 3.
The technical standards established in this rule are
				  applicable to the design and construction of all new or modified water main
				  extensions constructed in Indiana as specified in 327 IAC 8-3 or 327 IAC 8-3.1
				  and to the applications, plans, and specifications of those water main
				  extensions.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-4 - Certification

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 4.
A professional engineer must certify that the water main
				  designs as shown on the application, plans, and specifications are in
				  compliance with this rule except as allowed by
				  327
				  IAC 8-3-2.1.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-5 - Additional information on construction permit applications

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 5.
(a) In
				addition to the information on the application for construction permit required
				in
				327 IAC
				8-3-3, the following information shall be provided
				with each application for water main extension covered by this rule:
(1) Information describing the project as a
				new water main, the replacement of an existing water main, or the relocation of
				an existing water main.
(2) The
				piping material types, sizes, classes, pressure ratings, and length.
(3) The total length of water main
				piping.
(4) Types of
				joints.
(5) Minimum depth of
				cover.
(6) A statement that
				indicates the following:
(A) If the water main
				will provide fire protection.
(B)
				How the water main will be pressure and leak tested, and disinfected.
(C) If the water main will cross any streams,
				rivers, or other bodies of water.
(D) If the project area has a history of
				external corrosion problems.
(7) Information describing how the water main
				will be anchored at:
(A) each tee, bend, and
				dead-end; and
(B) any hydrants or
				other accessories.
(8)
				The minimum horizontal and vertical separation distances from the water mains
				and any sanitary or storm sewers.
(9) The spacing between isolation valves and
				the spacing between hydrants.
(10)
				The current number of service connections served by the public water
				system.
(11) The public water
				system's current two (2) year average peak.
(12) The capacity of the public water system
				as determined by use of the methods described in
				327 IAC
				8-3.3-3.
(13) The number and type of service
				connections added by the water main extension and the corresponding fire flow,
				average and peak daily customer demand, and the peaking factor as determined by
				use of the methods described in
				327
				IAC 8-3.3-2.
(14) Flow test information indicating the
				flowrate, static pressure, residual pressure, date and time of flow test,
				elevation of flow test location, and the lengths, material types, and diameters
				of the water main from the flow test location to the point of connection to the
				water main extension.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-6 - Required easements; other permits

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 6.
(a) All
				easements for water main rights-of-way must prohibit the construction of any
				permanent structure over the water main and must also provide enough access for
				maintenance with modern mechanical equipment.
(b) All required permits or exemptions from
				other government entities must be obtained prior to the commencement of
				construction of any water mains covered by this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-7 - Additional issuance requirements for construction permits

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 7.
(a) For use
				in this section, the public water system's capacity, the average daily customer
				demand, and the peaking factor shall be calculated by the methods outlined in
				327
				IAC 8-3.3-2.
(b) In addition to the issuance requirements
				for a construction permit described in
				327 IAC
				8-3-4, the commissioner may deny an application for
				construction of a water main extension unless the applicant submits evidence
				that the following issuance requirements are met:
(1) The public water system's current two (2)
				year average peak is less than ninety percent (90%) of the public water
				system's capacity.
(2) The sum of
				the public water system's current two (2) year average peak and the product of
				the following is less than ninety percent (90%) of the public water system's
				capacity:
(A) The average daily customer
				demand resulting from the proposed water main extension.
(B) The peaking factor resulting from the
				proposed water main extension.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-8 - Water main materials

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 8.
(a) All
				piping, accessories, and other materials in a water main shall conform to 327
				IAC 8-1, contain less than eight percent (8%) by mass lead, and conform to the
				following applicable standards:
(1) For
				ductile-iron and fittings, the following standards apply:
(A) C104/A21.4-03 American National Standard
				for Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for
				Water.
(B) C105/A21.5-99 American
				National Standard for Polyethylene Encasement for Ductile-Iron Pipe
				Systems.
(C) C110/A21.10-03
				American National Standard for Ductile-Iron and Gray-Iron Fittings for
				Water.
(D) C111/A21.11-00 American
				National Standard for Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and
				Fittings.
(E) C115/A21.15-99
				American National Standard for Flanged Ductile-Iron Pipe with Ductile-Iron or
				Gray-Iron Threaded Flanges.
(F)
				C150/A21.50-02 Thickness Design of Ductile-Iron Pipe.
(G) C151/A21.51-02 American National Standard
				for Ductile-Iron Pipe, Centrifugally Cast, for Water. (H) C153/A21.53-00
				American National Standard for Ductile-Iron Compact Fittings for Water
				Service.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-9 - Separation of water mains from potential sources of contamination or damage

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 9.
(a) Water
				mains shall not be located within ten (10) feet measured horizontally from the
				outside edge of the water main to the outside edge of any existing and proposed
				sanitary sewers or storm sewers (sewers), unless the water main and the sewers
				comply with the following:
(1) The water main
				and sewers must cross with the water main and sewers separated by a minimum of
				eighteen (18) inches measured vertically from the outside edge of the water
				main to the outside edge of the sewers.
(2) The crossing specified in subdivision (1)
				must be at a minimum angle of forty-five (45) degrees measured from the center
				lines of the water main and sewers.
(3) The conditions specified in subdivisions
				(1) and (2) must be maintained for a minimum distance of ten (10) feet from
				either side of the water main as measured from the outside edge of the water
				main to the outside edge of the sewers. All sewer pipe joints within this ten
				(10) feet distance must be compression type joints.
(4) All sewer pipe must be marked to identify
				it as a sewer pipe wherever a point of crossing with a water main pipe occurs.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-10 - Water mains near surface water bodies

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 10.
(a) Water
				mains shall be separated from existing or proposed water bodies by ten (10)
				feet horizontally measured from the outside edge of the water main to the edge
				of the typical water line.
(b)
				Water mains located above surface water bodies shall be:
(1) adequately supported and
				anchored;
(2) protected from damage
				and freezing; and
(3) accessible
				for repair or replacement.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-11 - Flow rate and pressure in the water main

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-1-2; IC
				  13-15-2-1; IC 13-18-3-1; IC 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2
Sec. 11.
(a) The
				flow rate and the pressure requirements of subsection (b) shall be provided at
				all service connections in a water main extension applicable to this
				rule.
(b) At a flow rate equal to
				the peak daily customer demand as determined in
				327
				IAC 8-3.3-2, the normal operating pressure in the
				water main shall not be less than twenty (20) pounds per square inch (psi)
				under all conditions of flow at the ground level at all points in the water
				main when demonstrated in conformance with subsection (c).
(c) The flow rate and the pressure
				requirements of subsection (b) shall be demonstrated to the commissioner with
				either:
(1) a computer-based model;
				or
(2) other hydraulic
				calculations.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-12 - Sizing of piping and accessories

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 12.
(a) If the
				water main is to include fire flow with fire hydrants, the minimum size of
				piping and accessories supplying water to the water main and fire hydrants
				shall be six (6) inches in diameter. The minimum size of hydrant leads shall be
				six (6) inches in diameter.
(b) No
				water main shall be less than three (3) inches in diameter unless:
(1) the material requirements of section 8 of
				this rule are met;
(2) the water
				main is a dead-end main less than three hundred fifty (350) feet in length;
				and
(3) the flowrate and pressure
				requirements of section 11 of this rule are met.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-13 - Use of dead-end mains

Current through July 10, 2024
Authority: IC
				  13-13-5-1;
				  IC 13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC 13-18-2; IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2
Sec. 13.
(a) All
				dead-end mains shall end with a valve and one (1) additional length of pipe
				beyond the valve that is properly plugged and capped.
(b) All dead-end main end points shall have
				flushing devices attached to the valve specified in subsection (a) that is
				sized to provide at least two and one-half (2.5) feet per second and a maximum
				of five (5) feet per second in the dead-end main during flushing. No flushing
				device may be connected directly to a sewer. A flushing device shall be
				selected in accordance with the following:
(1)
				The flushing device shall be a fire hydrant, flushing hydrant, or blow-off
				assembly if the diameter of the water main pipe is at least six (6) inches in
				diameter.
(2) The flushing device
				shall be a flushing hydrant or blow-off assembly if the diameter of the water
				main pipe is less than six (6) inches in diameter.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-14 - Placement of isolation valves and air relief valves

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 14.
(a)
				Isolation valves shall be provided on water mains in accordance with the
				following:
(1) Isolation valves shall be
				located at points necessary so that the maximum distance along the water main
				not served by an isolation valve shall be less than six hundred (600) linear
				feet.
(2) Where water suppliers
				serve widely scattered customers and where future development is not expected,
				the isolation valve spacing shall not exceed two thousand five hundred (2,500)
				linear feet.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-15 - Fire and flushing hydrants

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 15.
(a) All
				fire or flushing hydrant leads shall have auxiliary valves.
(b) Fire hydrant and flushing hydrant drains
				shall be separated from potential sources of contamination by ten (10) feet
				horizontally measured from the outside edge of the hydrant to the outside edge
				of the potential sources of contamination.
(c) Fire hydrants or flushing hydrants shall
				be located at points necessary so that the maximum distance along a water main
				not served by a fire hydrant or flushing hydrant shall be less than six hundred
				(600) linear feet.
(d) Fire
				hydrants shall be connected to a water main at least six (6) inches in diameter
				that has been designed to carry fire flow and shall have a bottom valve size at
				least five (5) inches in diameter, one (1) four and one-half (4.5) inch pumper
				nozzle, and two (2) two and one-half (2.5) inch nozzles.
(e) Hydrants, when used for flushing the
				water main, shall be able to provide at least two and one-half (2.5) cubic feet
				per second of water velocity at the point immediately preceding the exit point.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-16 - Chamber drainage

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 16.
The chambers, pits, or manholes containing valves, air relief
				  valves, blow-offs, cross-connection prevention devices, meters, or other
				  devices connected directly or indirectly to the water main shall not be
				  connected directly to any storm drain or sanitary sewer. All chambers, pits, or
				  manholes shall be drained to the ground surface that is not prone to flooding
				  by surface water or to absorption pits underground.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-17 - Installation

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 17.
(a) All
				water mains and their accessories shall be installed and pressure and leak
				tested in accordance with the applicable provisions of one (1) of the
				following:
(1) C600-99 AWWA Standard for
				Installation of Ductile-Iron Water Mains and Their Appurtenances.
(2) C602-00 AWWA Standard for Cement-Mortar
				Lining of Water Pipelines in Place, 4 in (100 mm) and Larger.
(3) C603-96(R00) AWWA Standard for
				Installation of Asbestos Cement Pressure Pipe.
(4) C605-94 AWWA Standard for Underground
				Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for
				Water.
(5) C606-04 Grooved and
				Shouldered Joints.
If an AWWA Standard is not available for the particular
				  installation, the manufacturer's recommended installation procedure shall be
				  followed.