reglab/statecodes huggingface dataset:
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-18 - Disinfection

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. 18.
(a) All
				new, cleaned, or repaired water mains shall be disinfected in accordance with
				C651-99 AWWA Standard for Disinfecting Water Mains.
(b) All chlorinated water shall be disposed
				of by either disposal to a:
(1) sanitary
				sewer with the approval of the local sewer authority; or
(2) location other than a sanitary sewer
				after obtaining a discharge permit from the commissioner.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-19 - Cross connection control

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. 19.
All service connections to facilities designated as a cross
				  connection hazard by
				  327 IAC
				  8-10-4(c)  shall be equipped with
				  either a reduced pressure principle or an air gap backflow preventer according
				  to
				  327
				  IAC 8-10-7.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.2 - Technical Standards for Water Mains › Section 3.2-20 - Technical standard alternative demonstration

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. 20.
(a) An
				alternative to technical standards required by this rule may be approved by the
				commissioner for either a single application or for public water system-wide
				applications of the technical standard if the applicant demonstrates in a
				written submission that the alternative will achieve the following:
(1) Meet the issuance requirements of
				327 IAC
				8-3-4.
(2)
				Provide drinking water of at least the same satisfactory quality and normal
				operating pressure at the peak operating flow rate as the technical standards
				of this rule would provide.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.3 - Public Water System Quantity Requirement Standards › Section 3.3-1 - 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 13-18-4-1
Affected: IC 13-11-2; IC 13-13-5-1; IC 13-18-2; IC
				  16-41-26-1; IC 16-41-26-8
Sec. 1.
In addition to definitions contained in IC 13-11-2,
				  327
				  IAC 8-1-1, and
				  327 IAC 8-3-1, the
				  following definitions apply throughout this rule:
(1) "Agricultural labor camp" means an area
				as described in IC
				16-41-26-1.
(2) "Primary pumps" means any pumps used to
				deliver drinking water to the distribution system. Primary pumps are the high
				service pumps in a staged treatment system. Primary pumps are the well pumps in
				a public water system that utilizes no treatment.
(3) "Rated capacity" means the optimum
				flowrate output for the intended use from a device as determined by the
				manufacturer of the device.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.3 - Public Water System Quantity Requirement Standards › Section 3.3-3 - Determination of public water system capacity

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.
(a) A public
				water system's daily capacity shall be determined by adding together the
				production capacity determined under subsection (b) and the purchased capacity,
				if any, determined under subsection (c).
(b) The production capacity is the lesser of
				the following amounts:
(1) The "design daily
				production" in gallons per day as reported on the most recent Public Water
				System Sanitary Survey conducted by the commissioner pursuant to
				327 IAC
				8-2-8.2.
(2) The sum of the rated daily capacity of
				all primary pumps utilized by a public water supplier less the primary pump
				with the largest rated capacity. For example, a public water system with a five
				hundred (500) gallons per minute pump and a four hundred (400) gallons per
				minute pump would have a system capacity of four hundred (400) gallons per
				minute.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.3 - Public Water System Quantity Requirement Standards › Section 3.3-4 - Additional public water system quantity requirement standards for school buildings and related facilities

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) All
				school buildings and related facilities shall be supplied with safe, potable
				water from an approved source and an approved water distribution
				system.
(b) The drinking water for
				school buildings and related facilities shall be supplied at the flow rate and
				pressure required by
				327 IAC
				8-3.2-11, at the quality required by 327 IAC 8-2, and
				in accordance with the following:
(1) The
				water supply and water distribution system shall be sized and constructed to
				deliver water at twenty (20) pounds per square inch minimum pressure to all
				fixtures and appurtenances during periods of peak water demand.
(2) Notwithstanding subdivision (1), school
				buildings may be served by hand-operated well pumps where religious custom
				precludes using electrically or gasoline driven well pumps providing the well
				and well pump are located and constructed in compliance with this rule and
				applicable sections of 410 IAC 6-5.1.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.3 - Public Water System Quantity Requirement Standards › Section 3.3-5 - Additional public water system quantity requirement standards for mobile home parks

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) An
				accessible, adequate, safe, and potable supply of water shall be provided in
				all mobile home parks and additions.
(b) Where a public water system is available,
				a connection shall be made thereto and its water used exclusively.
(c) A watertight casing pipe extending at
				least twelve (12) inches above the ground shall surround any part of a suction
				pipe, drop pipe, or delivery pipe not normally under constant pressure and
				located within twenty-five (25) feet of the ground surface.
(d) Each mobile home lot shall be provided
				with a cold water tap extending at least four (4) inches above the ground
				surface. The outlet shall be protected from freezing by the use of a heater
				tape, insulation, or draining when not in use. In no case shall a
				stop-and-waste valve or other device that would allow aspiration, backflow, or
				contaminated water into the potable water system be used.
(e) The individual water and sewer
				connections on each mobile home lot shall be separated not less than five (5)
				feet horizontally.
(f) The water
				supply system shall be capable of furnishing a minimum of two hundred (200)
				gallons per day per mobile home lot in all mobile home parks constructed after
				June 14, 1974, as well as in all additions to mobile home parks constructed
				after the date.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.3 - Public Water System Quantity Requirement Standards › Section 3.3-6 - Additional public water system quantity requirement standards for agricultural labor camps

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;
				  IC
				  16-41-26-8
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 6.
(a) An
				adequate and convenient supply of water that meets the water quality standards
				of the department under 327 IAC 2 shall be available at all times in each
				agricultural labor camp for culinary, drinking, bathing, and laundry purposes.
				Where a public water system is available, it shall be used to provide water for
				the agricultural labor camp.
(b) A
				cold water tap shall be available within one hundred (100) feet of each
				individual living unit when water is not provided in the unit. Adequate
				drainage facilities shall be provided for overflow and spillage.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-1 - Definitions

Current through July 10, 2024
Authority: IC 13-13-5-1; 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 13-11-2-140.8; IC 16-41-26-1; IC 25-17.6; IC
				  25-31; IC 25-39-3
Sec. 1.
In addition to the definitions in IC 13-11-2, the following
				  definitions apply throughout this rule:
(1) "Agricultural labor camp" means an area
				as described in IC 16-41-26-1.
(2)
				"Annulus" means the space between the:
(A)
				exterior of a well casing; and
(B)
				inside diameter of the borehole.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-2 - Applicability

Current through July 10, 2024
Authority: 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 technical standards established in this rule are
				  applicable to the design and construction of new or modified public water
				  system production wells constructed in Indiana as specified in 327 IAC 8-3 and
				  to the applications, plans, and specifications of those water wells that are
				  reviewed by the commissioner.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-3 - Certification

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 3.
(a) A
				professional engineer must certify that the well design as shown on an
				application, plans, and specifications for a public water system well is in
				compliance with this rule except as provided in subsection (b).
(b) For a well design at small transient or
				small nontransient noncommunity water systems that are not subject to
				subsection (c), the well design as shown on an application, plans, and
				specifications for a public water system well 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 3.4 - Public Water System Wells › Section 3.4-4 - Required information regarding the location of a proposed production well

Current through July 10, 2024
Authority: IC 13-14-8; 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. 4.
(a) Two (2)
				copies of the following information shall be provided with each application for
				a proposed production well or for the conversion of an existing well to a
				production well:
(1) A description of the
				purpose of the proposed well, including the following:
(A) The anticipated well yield.
(B) The anticipated system demand.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-5 - Required information regarding the mechanics of a new production well

Current through July 10, 2024
Authority: 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) The
				information required in this section shall be provided:
(1) when a construction permit application is
				submitted; or
(2) in accordance
				with section 6 of this rule as a postconstruction submittal.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-6 - Postconstruction submittal of information

Current through July 10, 2024
Authority: IC 13-14-8; 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
				  13-18-16-2
Sec. 6.
(a) If the
				applicant has elected to submit the information required in section 5 of this
				rule as a postconstruction submittal, the following must be received by the
				commissioner at least thirty (30) days before a new or modified production well
				with an effective construction permit is placed into production:
(1) The construction permit number assigned
				by the commissioner.
(2) Proposed
				commencement date of production.
(3) Information required in section 5 of this
				rule.
(4) As-built construction
				drawings, in accordance with section 5 of this rule and 327 IAC 8-3.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-7 - Required easements, other permits

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-15-1-2;
				  IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-11-2; IC
				  13-13-5-1;
				  IC 13-18-2
Sec. 7.
(a) An
				easement, deed restriction, or right-of-way granted for a production well must:
(1) prohibit the construction of any
				permanent structure, with the exception of structures associated with the
				housing of the well equipment, over the production well; and
(2) provide access to the production well
				site for maintenance purposes.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-8 - Production well materials

Current through July 10, 2024
Authority: IC
				  13-14-8; 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) A direct
				or indirect additive used with or in a production well must be in accordance
				with 327 lAC 8-1.
(b) A lead packer
				shall not be used in a production well.
(c) A public water system shall not
				introduce, permit, or allow the introduction of a material into the drinking
				water that does not meet the requirements of this rule or 327 1 AC
				8-1.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-9 - Separation of a production well from a potential or existing source of microbiological or chemical contamination or damage

Current through July 10, 2024
Authority: IC 13-14-8; 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 15-16-4;
				  IC 15-16-5
Sec. 9.
A public water system shall comply with the following
				  provisions for the separation of a production well from a potential or existing
				  source of contamination or damage, except replacement wells as allowed under
				  section 9.1 of this rule:
(1) The
				sanitary setback from a potential or existing source of contamination for the
				construction of a public water system production well is the circular area
				within a radius as stated in the following table:
Table 9-1 Sanitary Setback Radius Provisions (Linear Feet
				  Measured from the Outside Edge of the Well Casing)
Public Water System Type
Sanitary Setback Radius
Well Subjected to Automatic Disinfection*
Favorable Hydrogeologic Conditions are Present**
Community
200
100
100
Noncommunity greater than or equal to 70 gpm***
200
100
100
Noncommunity, Susceptible Populations****
200
100
100
Noncommunity, Nonsusceptible, less than 70 gpm***
100
100
100
*Automatic disinfection as described in subdivision
				  (2).
**Favorable hydrogeologic conditions as described in
				  subdivision (3).
***70 gallons per minute (gpm) as measured per pump (rated
				  capacity).
****Schools, correctional facilities, health care
				  facilities, and agricultural labor camps.
(2) The radius creating the sanitary setback
				shall be one hundred (100) feet for a well that will be subject to automatic
				disinfection treatment before entering the water distribution system. To meet
				this provision at systems using chlorine or chlorine dioxide, the:
(A) free chlorine residual disinfectant
				concentration in the water entering the water distribution system cannot be
				less than two-tenths (0.2) milligrams per liter (mg/l) for more than four (4)
				hours; and
(B) residual
				disinfectant level in the water distribution system cannot be undetectable in
				more than five percent (5%) of the samples collected each month in accordance
				with
				327
				IAC 8-2.5-6(c).
Systems using disinfectants other than chlorine or chlorine
				  dioxide must maintain an equivalent level of disinfection as determined by the
				  commissioner.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-9.1 - Sanitary setback requirements for replacement wells at noncommunity public water systems

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 9.1.
All replacement wells at noncommunity public water systems
				  shall be located as far as practicable from all potential contaminant sources
				  on property that the public water system already owns or controls if the
				  provisions of section 9(1) through 9(5) of this rule cannot be met.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-10 - Production well design criteria

Current through July 10, 2024
Authority: IC 13-14-8; 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) A new
				public water supply system production well must have capacity to meet the
				pressure and flowrate demands of the system as calculated in section 12 of this
				rule.
(b) A public water supply
				system production well that is equipped with a well screen shall:
(1) possess a sustainable yield that prevents
				the pumping level from dropping below the top of the well screen; and
(2) operate with an entrance velocity less
				than or equal to one-tenth (0.1) foot per second.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-11 - Production well minimum diameter

Current through July 10, 2024
Authority: IC
				  13-14-8; 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
				minimum inside diameter of a production well casing shall be five (5) inches.
(b) The minimum inside diameter of
				a production well casing shall be in accordance with the following table:
Table 11-1
Production Well Casing Minimum Diameter Requirements (inches)
				  Based on Outside Diameter of Pump Assembly
Outside Diameter of Pump Assembly 4
Minimum (Actual) Inside Diameter of Well Casing 5
5
6
6
8
8
10
10
12
12
14
14
16
16
20
18
22
20
24
22
26
For a pump assembly with an outside diameter of between four
				  (4) inches and twenty-two (22) inches but not appearing on this table, linear
				  interpolation shall be used to determine the minimum inside diameter of the
				  production well casing. For a pump assembly with an outside diameter greater
				  than twenty-two (22) inches, the minimum inside diameter of the production well
				  casing shall be at least one and twenty-five hundredths (1.25) times the
				  outside diameter of the pump assembly.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-12 - Flow rate and pressure requirements

Current through July 10, 2024
Authority: IC 13-14-8; 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) The
				normal operating pressure in the water distribution system of a noncommunity
				public water system shall meet the following conditions:
(1) Be a minimum of thirty-five (35) pounds
				per square inch (psi) at ground level for a flow rate equal to the average
				daily consumer demand as determined in
				327
				IAC 8-3.3-2.
(2) Be at least twenty (20) psi under all
				conditions of flow in the water distribution system and at ground level for a
				flow rate equal to the peak daily consumer demand as determined in
				327
				IAC 8-3.3-2.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-13 - Backup provisions for production wells

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 13.
(a) The
				following backup provisions shall apply to both a community public water system
				and a noncommunity public water system having a pumping capacity greater than
				or equal to seventy (70) gallons per minute:
(1) The backup provisions shall be designed
				to provide system conformance with section 12 of this rule when the largest
				pump is out of service.
(2) A
				system shall have one (1) or more backup wells designed to provide system
				conformance with section 12 of this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-14 - Hydropneumatic storage tanks

Current through July 10, 2024
Authority: IC
				  13-14-8; 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 22-12
Sec. 14.
(a) A
				hydropneumatic storage tank shall conform with the following:
(1) The requirements of IC 22-12 and 680
				IAC.
(2) Shall not be buried except
				when in accordance with subdivisions (3) and (4).
(3) A tank shall be protected from freezing
				and flooding.
(4) Provide housing
				as follows:
(A) A hydropneumatic storage tank
				with an air-water diaphragm separator shall be within the housing.
(B) Hydropneumatic storage tanks without an
				air-water separator shall have all nontank mechanical parts, including valves,
				piping, and components, within the housing.
(5) Be equipped to provide the following:
(A) The ability to isolate the tank from the
				rest of the public water system.
(B) A drain.
(C) Control equipment consisting of the
				following:
(i) A pressure gauge.
(ii) Pressure relief valve.
(iii) Air addition as follows:
(AA) Manual air addition may suffice for a
				hydropneumatic storage tank with an air-water diaphragm separator.
(BB) Equipment for automatic air addition
				shall be required for all other hydropneumatic storage tanks.
(iv) Start and stop
				controls for the pumps.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-15 - Discharge piping

Current through July 10, 2024
Authority: IC 13-14-8; 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.
Discharge piping shall:
(1) meet the material requirements of
				327 IAC
				8-3.2-8;
(2) meet the installation requirements of
				327 IAC
				8-3.2-17;
(3) have control valves and other accessories
				located above the pumphouse floor when the discharge piping is located above
				grade; and
(4) be equipped with:
(A) check valve;
(B) shut off valve;
(C) pressure gauge;
(D) flow measuring equipment for individual
				or collective flow measurement;
(E)
				smooth nosed sample tap installed where positive pressure is maintained;
				and
(F) threaded or flanged port
				for maintenance and testing.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-16 - Casing and screen requirements

Current through July 10, 2024
Authority: IC
				  13-14-8; 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.
(a) A
				drinking water production well casing shall meet the following requirements:
(1) A steel or stainless steel casing is
				required for the following:
(A) A community
				public water system.
(B) A public
				water system production well casing with an inside diameter greater than six
				(6) inches.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-17 - Pitless adapter unit requirements

Current through July 10, 2024
Authority: IC
				  13-14-8; 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 production water well equipped with a pitless unit shall
				  meet the following requirements:
(1) A
				pitless unit shall be:
(A) constructed of
				steel, stainless steel, or other material compatible with the casing as
				approved by the commissioner, unless the well casing is constructed of PVC in
				accordance with section 16 of this rule; and
(B) installed on the well casing using one
				(1) of the following types of joints:
(i)
				Welded, with either mechanical or chemical weld.
(ii) Flanged.
(iii) Threaded.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-18 - Cross connection control requirements

Current through July 10, 2024
Authority: IC 13-14-8; 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. 18.
Backflow and back siphonage prevention must be provided in
				  accordance with 327 IAC 8-10.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-19 - Emergency operation of a production well

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 19.
Unless an alternate water supply capable of meeting average
				  demand is available, a production well shall have the electrical equipment
				  necessary for the use of one (1) of the following:
(1) Dual power feeds.
(2) Standby generators.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-20 - Rotary well drilling procedure requirements

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 20.
A well constructed using rotary drilling shall be drilled in
				  accordance with the following:
(1) The
				borehole shall be at least three (3) inches greater in diameter than the
				outside diameter of the proposed casing.
(2) The well shall be cased to a minimum
				depth of fifty (50) feet below the ground surface unless otherwise approved by
				the commissioner according to section 27 of this rule.
(3) A production well constructed in an
				unconsolidated formation shall be gravel packed with silica gravel to an
				elevation at least ten (10) feet above the elevation of the top of the well
				screen.
(4) The well shall have a
				minimum of twenty-five (25) feet of the borehole annulus grouted in accordance
				with section 23 of this rule.
(5) A
				well penetrating bedrock shall have the borehole annulus grouted, in accordance
				with section 23 of this rule, from the bottom of the well casing, or the top of
				the formation packer to the ground surface or pitless adapter
				connection.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-21 - Cable tool well drilling procedure requirements

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 21.
A well constructed using cable tool drilling shall be
				  drilled in accordance with the following:
(1) A borehole, with an inside diameter at
				least three (3) inches greater than the outside diameter of the well casing to
				be driven, shall be dug to a depth of at least three (3) feet, but no more than
				five (5) feet, below the ground surface.
(2) The well casing shall be centered in the
				larger diameter borehole, and the borehole shall remain full of a bentonite
				slurry or granular bentonite during the installation of the well
				casing.
(3) Notwithstanding section
				23 of this rule, bentonite slurry may be introduced into the borehole annulus
				by gravity methods in a manner to prevent bridging.
(4) The well shall be cased to a minimum
				depth of fifty (50) feet below the ground surface unless otherwise approved by
				the commissioner according to section 27 of this rule.
(5) The well must be grouted in accordance
				with section 23 of this rule if one (1) of the following occurs:
(A) A larger diameter temporary casing is
				used to install a smaller diameter permanent well casing.
(B) A larger diameter borehole is drilled to
				install a smaller diameter well casing.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-22 - Bucket well requirements

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 22.
Bucket well use, materials, and procedures must be presented
				  as alternative technical standards in accordance with section 27 of this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-23 - Grouting requirements

Current through July 10, 2024
Authority: IC
				  13-14-8; 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. 23.
This section governs grouting materials and the installation
				  of grouting materials as follows:
(1)
				Grouting materials shall consist of the following:
(A) Neat cement grout shall consist of cement
				conforming to ASTM C150-04 Standard Specification for Portland Cement* and
				contain at least two percent (2%) but not more than five percent (5%) by weight
				of bentonite additive.
(B)
				Bentonite slurry that can include polymers designed to retard
				swelling.
(C) Pelletized, granular,
				medium-grade, or coarse-grade crushed bentonite.
(D) Concrete grout shall consist of equal
				amounts of:
(i) cement, conforming to AWWA
				A100-97 AWWA Standard for Water Wells**; and
(ii) sand mixed with the addition of water to
				make a mixture not exceeding six (6) gallons of water per one (1) cubic foot of
				cement; and contain at least two percent (2%) but not more than five percent
				(5%) by weight of bentonite additive.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-24 - Disinfection procedure requirements

Current through July 10, 2024
Authority: IC 13-14-8; 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. 24.
(a) The
				disinfection procedures described in this section shall be performed with one
				(1) of the following approved forms of chlorine:
(1) Calcium hypochlorite.
(2) Sodium hypochlorite.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-25 - Postconstruction testing and reporting requirements

Current through July 10, 2024
Authority: IC 13-14-8; 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
				  13-18-16-2
Sec. 25.
(a) The
				following information must be submitted to the commissioner before a new or
				modified production well is placed into production:
(1) Results of a production well performance
				test (PWPT) that was performed for a period of at least twenty-four (24) hours
				for a community public water system and a nontransient noncommunity public
				water system serving more than two hundred fifty (250) individuals. The PWPT
				information submitted to the commissioner shall include the following:
(A) Pumping rate of test (at least one (1)
				times the maximum daily pumping rate).
(B) Static water level (stable before
				pumping).
(C) Water level at:
(i) start up and at interim readings; and
(ii) the end of the
				PWPT.
(D) Specific
				capacity at the end of the PWPT.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-26 - Conversion of a nonproduction well to a production well

Current through July 10, 2024
Authority: IC 13-14-8; 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. 26.
(a) A
				nonproduction well, such as a test well or a nonpublic water supply system
				well, must receive a construction permit in accordance with 327 IAC 8-3 before
				the well can be used as a production well to provide drinking water to a public
				water supply system.
(b) The
				commissioner may require the following information, in accordance with sections
				4 and 5 of this rule and
				327 IAC
				8-3-3, for the purpose of reviewing a proposed
				conversion of a nonproduction well to a production well to confirm that the
				proposed production well conforms with this rule:
(1) As-built drawings.
(2) Report discussing the proposed production
				well and its conformance to this rule and
				327 IAC
				8-3-4.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.4 - Public Water System Wells › Section 3.4-27 - Alternative to technical standards

Current through July 10, 2024
Authority: IC 13-14-8; 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. 27.
(a) An
				alternative to a technical standard required by this rule may be approved by
				the commissioner for either a single application or for a public water system
				system-wide application if the applicant demonstrates, in a written submission,
				that the alternative will meet the following:
(1) The requirements of
				327 IAC
				8-3-4.
(2)
				Provide drinking water of at least the same quality and normal operating
				pressure at the peak flow rate as the technical standards in this rule would
				provide.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-1 - Definitions

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-2; IC 13-18-1; IC
				  13-18-3; IC 13-18-4; IC 13-18-16-8
Affected: IC 13-11-2; IC 13-15-2; IC 13-18
Sec. 1.
In addition to the definitions in
				  327 IAC 8-3-1, the
				  following definitions apply throughout this rule:
(1) "Alternative technical standard" means
				alternative technical standards as described in
				327 IAC
				8-3.2-20.
(2) "Average daily customer demand" means the
				average daily customer demand as determined in accordance with
				327
				IAC 8-3.3-2.
(3) "General construction permit ban" means a
				decision issued in conformance with section 8 of this rule.
(4) "Notice of intent letter" or "NOI" means
				a written notification indicating a responsible person has elected to comply
				with the terms of this general construction permit rule instead of applying for
				an individual construction permit.
(5) "Peaking factor" means the peak daily
				customer demand factor as determined in accordance with
				327
				IAC 8-3.3-2.
(6) "Public water system's daily capacity"
				means the public water system's daily capacity as determined in accordance with
				327 IAC
				8-3.3-3.
(7) "Responsible person" means a person as
				described by section 6 of this rule.
(8) "Transmission main" means any pipe that:
(A) transports water from a:
(i) surface water intake to a surface water
				treatment plant; or
(ii) well to a
				water treatment plant;
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-2 - Incorporation by reference

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-2; IC
				  13-18-1; IC
				  13-18-3; IC
				  13-18-4; IC
				  13-18-16-8
Affected: IC
				  13-11-2; IC 13-18
Sec. 2.
(a) The
				following materials are incorporated by reference into this rule, to the extent
				provided in other sections of this rule:
(1)
				C700-02 Cold-Water Meters - Displacement Type, Bronze Main Case.
(2) C701-02 Cold-Water Meters - Turbine Type
				for Customer Service.
(3) C702-01
				AWWA Standard for Cold-Water Meters - Compound Type.
(4) C703-96(R04) AWWA Standard for Cold-Water
				Meters - Fire Service Type.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-3 - Eligibility and exclusions for eligibility

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-2; IC 13-18
Affected: IC 13-11-2; IC 13-18
Sec. 3.
(a) A
				responsible person as defined by section 6 of this rule is eligible for a
				general construction permit.
(b) A
				responsible person, responsible person's engineer, responsible person's
				developer, or the proposed public water system that has been issued a general
				construction permit program ban by the commissioner in accordance with section
				8 of this rule is not eligible for a general construction permit.
(c) Proposed water main projects to a public
				water system under a connection ban in accordance with
				327
				IAC 8-3-4.2 are not eligible for a general
				construction permit.
(d) Proposed
				water main projects that meet any of the following criteria are not eligible
				for a general construction permit as defined by this rule:
(1) The corresponding public water system has
				a two (2) year average peak that is between ninety percent (90%) and one
				hundred percent (100%) of the public water system's daily capacity, and the
				product of the following is equal to or exceeds two percent (2%) of the public
				water system's daily capacity:
(A) The
				average daily customer demand of the proposed water main.
(B) The peaking factor of the proposed water
				main.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-4 - Notice of intent letter

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-2; IC 13-18-1; IC
				  13-18-3; IC 13-18-4; IC 13-18-16-8
Affected: IC 13-11-2; IC 13-18
Sec. 4.
(a) A
				responsible person who elects to participate in the General Construction Permit
				Program shall submit a NOI that complies with this section and is received by
				the commissioner at least thirty (30) calendar days before the commencement of
				construction of the proposed water main.
(b) A NOI must be submitted on forms obtained
				from the commissioner or a computer generated reproduction that is similar in
				appearance and identical in content to the forms generated by the
				commissioner.
(c) The NOI must be
				submitted by certified mail to the address provided on the NOI form.
(d) The NOI must include the following:
(1) The names, firms, addresses, and
				telephone numbers of the following:
(A) The
				responsible person.
(B) The
				responsible person's professional engineer.
(C) The responsible person's developer,
				resident project representative, or person who by other means is representing
				the construction aspects of the proposed project.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-5 - General construction permit conditions

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-2; IC 13-18-1; IC
				  13-18-3; IC 13-18-4; IC 13-18-16-8
Affected: IC 13-11-2; IC 13-18; IC 13-30
Sec. 5.
(a) The
				proposed water main extension must meet the issuance requirements of
				327 IAC
				8-3-4.
(b)
				A copy of the NOI, all documentation supporting the project, plans, and
				specifications must be submitted to the public water system before the
				commencement of the water main construction.
(c) All documentation supporting the project
				must be readily accessible for review and copying for the duration of water
				main construction activities. In addition, a copy of the plans conforming to
				327
				IAC 8-3.2-5(c)  and specifications
				must be available in accordance with the following:
(1) These items shall be on-site and readily
				accessible for review and copying throughout the duration of water main
				construction activities at the site if an office is present at the
				site.
(2) If there is no office
				present at the site, these items shall be producible for review and copying
				throughout the duration of water main construction activities at the site
				within sixty (60) minutes upon notification by the
				commissioner.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-6 - Responsible person

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-2; IC
				  13-18-1; IC
				  13-18-3; IC
				  13-18-4; IC
				  13-18-16-8
Affected: IC
				  13-11-2; IC 13-18
Sec. 6.
(a) A
				responsible person is described as follows:
(1) For a corporation, a responsible
				corporate officer. As used in this subsection, "responsible corporate officer"
				means:
(A) a president;
(B) a secretary;
(C) a treasurer;
(D) any vice president of the corporation in
				charge of a principal business function; or
(E) any other person who performs similar
				policy or decision making functions for the corporation.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-8 - General construction permit program ban

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-14-9; IC 13-15-2; IC 13-18-1; IC
				  13-18-3; IC 13-18-4; IC 13-18-16-8
Affected: IC 4-21.5-3-7; IC 13-18
Sec. 8.
(a) The
				commissioner may issue a general construction permit program ban to a person or
				a public water system who has been issued a notice of violation from the
				commissioner or has entered into an agreed order with the commissioner as the
				result of noncompliance with this rule, 327 IAC 8-3, or 327 IAC 8-3.2 within
				the previous five (5) years of the commissioner's general construction permit
				ban issuance.
(b) The commissioner
				shall notify the person or the public water system in writing of such decision
				to impose a general construction permit program ban by certified mail, return
				receipt requested.
(c) A NOI
				received by the commissioner before the effective date of the general
				construction permit program ban is exempted from the general construction
				permit program ban.
(d) A person or
				a public water system aggrieved by the imposition of a general construction
				permit program ban may appeal the decision of the commissioner at a hearing
				held in accordance with IC 4-21.5.
(e) A general construction permit program ban
				may remain effective for a time period established by the commissioner not to
				exceed five (5) years.
(f) A person
				or public water system that has been issued a general construction permit
				program ban may apply for an individual construction permit in accordance with
				327 IAC 8-3.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 8 - PUBLIC WATER SUPPLY › Rule 3.5 - General Construction Permit for Water Mains › Section 3.5-9 - Effect of general permit rule

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-2; IC
				  13-18-1; IC
				  13-18-3; IC
				  13-18-4; IC
				  13-18-16-8
Affected: IC
				  13-11-2; IC 13-18
Sec. 9.
Compliance with the general construction permit rule does
				  not:
(1) convey any property rights of
				any sort or any exclusive privileges;
(2) authorize any injury to persons or
				private property or invasion of other private rights or any infringement of
				federal, state, or local laws or regulations;
(3) substitute any duty to obtain other state
				or local approval or permits required by law for the proposed construction
				project; or
(4) construe as
				guaranteeing that the proposed construction project shall meet standards,
				limitations, or requirements of any agency of state or federal
				government.