reglab/statecodes huggingface dataset:
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-6 - Required easements; other permits

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 6.
(a) All
				easements for collection system rights-of-way must prohibit the construction of
				any permanent structure over the sanitary sewer and must also provide enough
				access for maintenance with mechanical equipment.
(b) All required permits or exemptions from
				other federal, state, and local units must be obtained prior to the
				commencement of construction of any sanitary sewer covered by this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-7 - Issuance requirements for sanitary sewer construction permits

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 7.
The application for any construction permit required by this
				  article shall be denied unless the applicant submits evidence of the
				  following:
(1) The peak daily flow
				rate, in accordance with section 11 of this rule generated in the area that
				will be collected by the project system, will not cause overflowing or
				bypassing in the collection system from locations other than NPDES authorized
				discharge points.
(2) Sufficient
				capacity exists in the receiving water pollution treatment/control facility to
				treat the additional daily flow.
(3) The receiving water pollution
				treatment/control facility will remain in compliance with applicable NPDES
				permit effluent limitations.
(4)
				The sanitary sewer or collection system that is the subject of the construction
				permit application is to connect to a water treatment/control facility that has
				been completed and put into operation.
(5) The proposed collection system does not
				include new combined sewers or a combined sewer extension to existing combined
				sewers.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-8 - Sanitary sewer materials

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 8.
(a) All
				piping, accessories, and other materials in a sanitary sewer must conform to
				the following applicable standards:
(1) For
				ductile-iron and fittings, the following standards apply:
(A) American National Standard C104/A21.4-95*
				for Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for
				Water.
(B) American National
				Standard C105/A21.5-93* for Polyethylene Encasement for Ductile-Iron Pipe
				Systems.
(C) American National
				Standard C110/A21.10-93* for Ductile-Iron and Gray-Iron Fittings, 3 In. through
				48 In. (75 mm through 1,200 mm), for Water and Other Liquids.
(D) American National Standard
				C111/A21.50-90* for Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and
				Fittings.
(E) American National
				Standard C115/A21.15-94* for Flanged Ductile-Iron Pipe or Gray-Iron Threaded
				Flanges.
(F) American National
				Standard C150/A21.50-91* for the Thickness Design of Ductile-Iron
				Pipe.
(G) American National
				Standard C151/A21.51-91* for Ductile-Iron Pipe, Centrifugally Cast, for Water
				or Other Liquids.
(H) American
				National Standard C153/A-21.53-94* for Ductile-Iron Compact Fittings, 3 In.
				through 24 In. (76 mm through 610 mm) and 54 In. through 64 In. (1,400 mm
				through 1,600 mm), for Water Service.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-9 - Separation of collection systems from water mains and drinking water wells

Current through July 10, 2024
Authority: IC 13-13-5; IC 13-14-8; IC 13-14-9; IC 13-15-1-2;
				  IC 13-15-2-1; IC 13-18-2
Affected: IC 13-11-2; IC 13-15; IC 13-18
Sec. 9.
(a) Sanitary
				sewers must not be located within ten (10) feet of any existing or proposed
				water mains, when measured horizontally from the outside edge of the sanitary
				sewer to the outside edge of any existing and proposed water mains, unless the
				sanitary sewers and the water main comply with the following:
(1) The sanitary sewer and water main must
				cross with the sanitary sewer and water main separated by a minimum of eighteen
				(18) inches measured vertically from the outside edge of the sanitary sewer to
				the outside edge of the water main.
(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 sanitary sewer and water main.
(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 sanitary sewer as measured from the outside edge of the
				sanitary sewer to the outside edge of the water main.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-10 - Collection systems near surface waterbodies

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 10.
(a) Sanitary
				sewers and lift stations must be separated from existing or proposed
				waterbodies by ten (10) feet horizontally measured from the outside edge of the
				sanitary sewer to the edge of the water line at normal pool elevation.
(b) Sanitary sewers located above
				surface waterbodies must be in accordance with the following:
(1) Supported and anchored at each joint.
(2) Protected from damage and
				freezing with any of the following:
(A)
				Insulation.
(B) Increased
				slope.
(3) Accessible for
				repair or replacement.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-11 - Design flow rate requirements for collection systems and water pollution treatment/control facilities

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 11.
(a) The flow
				rate requirements for collection systems and water pollution treatment/control
				facilities shall be in accordance with this section. The calculated average and
				peak flow rate values for a collection system and its associated water
				pollution treatment/control facilities shall be at least equal to the average
				and peak daily flow rate of the existing influent plus the flow from the
				proposed additional service connections calculated as follows:
(1) The flow rate requirements for the
				average daily flow rate for residential service connections may be determined
				by using a general average daily flow rate value. The following method shall be
				used to calculate average and peak flow rate values:
ADF = (General Avg) x PRSC
PDF = ADF x PF
Where: ADF = Average daily flow rate expressed as gallons
				  per residential service connection per day.
PDF = Peak daily flow rate expressed as gallons per
				  residential service connection per day.
General Avg = General average daily flow rate value in
				  accordance in the following:
200 gpd/unit for 1 bedroom apartment.
300 gpd/unit for 2 bedroom apartment.
310 gpd/unit for single-family homes.
PRSC = Proposed number of residential service
				  connections.
PF = Peak daily factor of four (4).
(2) The flow rate requirements for the
				average and peak flow rate for service connections are described by Table 11-1
				in subsection (b). The following method may be used to calculate the average
				and peak flow rate requirements:
ADF = FCF x PSC
PDF = ADF x PF
Where: ADF = Average daily flow rate expressed as gallons
				  per service connection per day.
PDF = Peak daily flow rate expressed as gallons per service
				  connection per day.
FCF = Flow calculation factors as contained in Table 11-1 in
				  subsection (b).
PSC = Proposed number of service connections.
PF = Peak daily factor of four (4).
(3) If the average and peak daily flow cannot
				be determined or calculated using the methods described in subdivision (1) or
				(2), the determination of the average and peak daily flow shall be presented
				and approved pursuant to section 32 of this rule.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-12 - Slope requirements for gravity sewers

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 12.
(a) Gravity
				sewers, when flowing full, shall be designed and constructed with slopes that
				shall result in average flow velocities of not less than two (2) feet per
				second in accordance with the following:
Minimum Slopes
Pipe Diameter (inches)
Minimum Slope (percent)
8
0.40
10
0.28
12
0.22
14
0.17
15
0.15
16
0.14
18
0.12
21
0.10
24
0.08
27
0.067
30
0.058
33
0.052
36
0.046
39
0.041
42
0.037
(b)
				Oversized gravity sewers shall not be approved to justify using decreased
				slopes.
(c) The slope of a gravity
				sewer, between any two (2) manholes, shall be uniform across the distance from
				the outlet invert elevation of the upstream pipe and the inlet invert elevation
				of the downstream pipe.
(d) Gravity
				sewers shall be provided with anchors to protect against damage from impact and
				erosion in accordance with the following:
(1)
				Slopes greater than twenty percent (20%) shall be provided with anchors spaced
				no more than thirty-six (36) feet on center.
(2) Slopes greater than thirty-five percent
				(35%) shall be provided with anchors spaced no more than twenty-four (24) feet
				on center.
(3) Slopes greater than
				fifty percent (50%) shall be provided with anchors spaced no more than sixteen
				(16) feet on center.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-13 - Force main requirements

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 13.
In addition to the force main requirements specified
				  throughout this rule, the following apply:
(1) Force mains must be sized to provide a
				cleansing velocity of at least two (2) feet per second throughout the length of
				the sewer at the design pumping rate.
(2) Force main pipe and joint materials must
				be equivalent to water main strength at design conditions.
(3) Air relief valves or other air relief
				devices must be installed at every intermediate apex point where air may
				accumulate in the force main.
(4)
				Each air relief valve that exhausts above ground must be equipped with an
				exhaust pipe extending to a downward facing elbow covered with a
				corrosion-resistant, twenty-four (24) mesh screened opening at an elevation of
				eighteen (18) inches above ground level.
(5) Air relief valves must be selected in
				accordance with the following:
(A) Automatic
				air relief valves must not be used in areas:
(i) within the one hundred (100) year flood
				plain; or
(ii)  where flooding may
				occur, such as in:
(AA) a pit;
(BB) a chamber; or
(CC) a manhole; unless the automatic air
				relief valve is equipped with a downward facing exhaust pipe covered with a
				corrosion-resistant, twenty-four (24) mesh screened opening at an elevation of
				eighteen (18) inches above the ground surface and above the one hundred (100)
				year flood elevation.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-14 - Changes in pipe size

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 14.
A sanitary sewer pipe where joined with a larger diameter
				  sewer pipe shall have the invert of the larger diameter pipe lowered to
				  maintain the same energy gradient as the smaller pipe.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-15 - Alignment requirements

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 15.
A sanitary sewer, between any two (2) manholes, shall be
				  laid with straight alignment from the outlet centerline of the upstream pipe
				  and the inlet centerline of the downstream pipe.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-16 - Manholes

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 16.
(a) Manholes
				must:
(1) be constructed of:
(A) precast concrete that has lift holes;
				or
(B) poured-in-place concrete;
				and
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-17 - Inverted siphons

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 17.
(a) Inverted
				siphons shall have:
(1) not less than two (2)
				barrels; and
(2) a minimum pipe
				size of six (6) inches in diameter.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-18 - Installation

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 18.
(a) All
				gravity sewers, force mains, and the accessories to either must be installed in
				accordance with one (1) of the following:
(1)
				ASTM C12-95*, Standard Practice for Installing Vitrified Clay Pipe
				Lines.
(2) ASTM D2321-89*, Standard
				Practice for Underground Installation of Thermoplastic Pipe for Sewers and
				Other Gravity-Flow Applications.
(3) AWWA standard C600-93**, AWWA Standard
				for Installation of Ductile-Iron Water Mains and Their Appurtenances.
(4) AWWA standard C602-89**, AWWA Standard
				for Cement-Mortar Lining of Water Pipelines-4 In. (100 mm) and Larger-In
				Place.
(5) AWWA standard C603-90**,
				AWWA Standard for Installation of Asbestos-Cement Pressure Pipe.
(6) AWWA standard C605-94**, AWWA Standard
				for Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and
				Fittings for Water.
(7) AWWA
				standard C606-87**, AWWA Standard for Grooved and Shouldered
				Joints.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-19 - Deflection and leakage tests

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 19.
(a) A
				deflection test must be performed on each flexible pipe following the elapse of
				thirty (30) days after the placement of the final backfill.
(b) The pipe must not exceed a deflection of
				five percent (5%) or greater.
(c)
				The diameter of the rigid ball or mandrel used for a deflection test must be no
				less than ninety-five percent (95%) of the base inside diameter of the pipe to
				be tested, dependent on what is specified in the corresponding ASTM standard.
				The test must not be performed with the aid of a mechanical pulling
				device.
(d) All gravity sewer pipe
				must be tested using one (1) of the following leakage test types:
(1) A hydrostatic test must be performed with
				a minimum of two (2) feet of positive head. The rate of exfiltration or
				infiltration must not exceed two hundred (200) gallons per inch of pipe
				diameter per linear mile per day.
(2) An air test must conform to one (1) of
				the following methods:
(A) ASTM C828-90*,
				Standard Test Method for Low-Pressure Air Test of Vitrified Clay Pipe Lines,
				for clay pipe.
(B) ASTM C 924-89*,
				Standard Practice for Testing Concrete Pipe Sewer Lines by Low-Pressure Air
				Test Method, for concrete pipe.
(C)
				ASTM F1417-92*, Standard Test Method for Installation Acceptance of Plastic
				Gravity Sewer Lines Using Low-Pressure Air, for plastic
				pipe.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-20 - Excavation water; pressure test water

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 20.
(a) All
				water entering a sanitary sewer project excavation, prior to construction
				completion, shall be removed.
(b)
				All excavation water or pressure test water shall be disposed in one (1) of the
				following manners:
(1) Disposal to a sanitary
				sewer only after receiving the approval of the local sewer authority.
(2) Disposal to a location other than a
				sanitary sewer in accordance with state and federal laws and
				regulations.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-21 - Lift station valve requirements

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 21.
(a) Lift
				stations shall be provided with shutoff valves and check valves that are
				operable from the floor level.
(b)
				Shutoff valves and check valves shall be in accordance with the following:
(1) Shutoff valves shall be placed on the
				suction line of dry pit pumps.
(2)
				Shutoff valves and check valves shall be placed on the discharge line of each
				pump that is not a screw pump.
(3)
				The check valve shall be:
(A) located between
				the shutoff valve and the pump;
(B)
				suitable for the material being handled;
(C) placed on the horizontal portion of the
				discharge piping except for ball check valves; and
(D) rated for the normal pressure and water
				hammer.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-22 - Ventilation

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 22.
(a)
				Ventilation shall be provided for all pump stations.
(b) No interconnection of ventilation systems
				shall exist between wet wells and dry wells.
(c) All intermittently operated ventilation
				equipment shall be electrically interconnected with the respective lift station
				lighting systems.
(d) All manual
				ventilation and lighting switches shall override any automatic
				controls.
(e) All fan wheels shall
				be fabricated from nonsparking material.
(f) Dry wells that are located underground
				shall be provided with mechanical ventilation in accordance with the following:
(1) Continuous ventilation that provides at
				least six (6) complete air changes per hour.
(2) Intermittent ventilation that provides at
				least thirty (30) complete air changes per hour.
(3) A combined ventilation consisting of ten
				(10) minutes of ventilation at a rate of thirty (30) complete air changes per
				hour followed by an automatic switch to six (6) complete air changes per hour
				may be used to conserve heat.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-23 - Lift station pumps

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 23.
(a) Multiple
				pumps shall be provided in each lift station. If no more than two (2) units are
				provided in a lift station, each pump shall be rated for the capacity that is
				capable of pumping the design peak hourly flow.
(b) Lift station pumps shall be in accordance
				with the following:
(1) Capable of passing
				spheres at least three (3) inches in diameter.
(2) Have lift station pump suction and
				discharge openings at least four (4) inches in diameter.
(3) Positioned at an elevation to allow
				operation with a positive head under normal operating conditions, with the
				exception of suction-lift pump stations.
(4) Have individual intakes.
(5) Have a design capacity based on peak
				hourly flow.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-24 - Electrical requirements

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 24.
The National Electrical Code, 2017, NFPA 70* requirements
				  for Class I, Group D, Division 1 locations govern electrical systems and
				  components used in wet wells or in enclosed or partially-enclosed areas where
				  concentrations of flammable gases or vapors may be present. The components may
				  include equipment such as motors, lights, cables, conduits, switch boxes, and
				  control circuits, and all must comply with the following:
(1) Be protected against corrosive
				conditions.
(2) Each flexible cable
				must be provided with a watertight seal and separate strain relief.
(3) The main power feed to all lift stations
				must be equipped with a fused disconnect switch located aboveground.
(4) The equipment, if not housed, must meet
				the requirements of NEMA 3R or 4, in accordance with NEMA 250-2014, Enclosures
				for Electrical Equipment (1,000 Volts Maximum)**.
*This document is incorporated by reference. Copies may be
				  obtained from the National Fire Protection Association, 1 Batterymarch Park,
				  Quincy, MA 02169,
www.nfpa.org
, or are
				  available for review at the Indiana Department of Environmental Management,
				  Office of Legal Counsel, Indiana Government Center North, 100 North Senate
				  Avenue, Thirteenth Floor, Indianapolis, Indiana 46204.
**This document is incorporated by reference. Copies may be
				  obtained from the National Electrical Manufacturers Association, 1300 North
				  17th Street, Suite 900, Arlington, VA 22209,
www.nema.org
, or are available for review at the
				  Indiana Department of Environmental Management, Office of Legal Counsel,
				  Indiana Government Center North, 100 North Senate Avenue, Thirteenth Floor,
				  Indianapolis, Indiana 46204.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-25 - Safety requirements

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 25.
Each lift station shall be provided with an audible and
				  visual alarm system that gives an alert for the following problems:
(1) Power failure.
(2) Sump pump failure.
(3) Pump failure.
(4) Unauthorized entry.
(5) Any pump station malfunction.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-26 - Dry wells

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 26.
Dry wells shall be provided with automatic heating and
				  dehumidification equipment.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-27 - Wet wells

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 27.
(a) The
				effective volume of a wet well shall not be greater than the volume created by
				the average daily flow in thirty (30) minutes.
(b) The floor of a wet well shall have a
				minimum slope of forty-five (45) degrees to a hopper bottom.
(c) A wet well that is covered shall be
				vented to allow for the displacement of air due to the filling of the wet
				well.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-28 - Suction-lift type lift stations

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 28.
(a) In
				addition to the requirements for lift stations described throughout this rule,
				suction-lift stations shall have one (1) of the following type pumps that are
				in accordance with the associated requisite conditions:
(1) Self priming pumps shall:
(A) be capable of rapid priming and repriming
				at the lead pump on elevation;
(B)
				be capable of self-priming and repriming automatically under design operating
				conditions;
(C) have suction piping
				that shall not exceed twenty-five (25) feet in length;
(D) be capable of maintaining priming lift at
				the lead pump on elevation that shall include a safety factor of at least four
				(4) feet from the maximum allowable priming lift for the specific equipment at
				design operating conditions; and
(E) be capable of maintaining a combined
				total of the dynamic suction lift at the pump off elevation and the required
				net positive suction head at design operating conditions that shall not exceed
				twenty-two (22) feet.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-29 - Submersible type lift stations

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 29.
Submersible type lift stations shall meet the requirements
				  for lift stations described throughout this rule, except as modified in
				  accordance with the following:
(1)
				Submersible pumps and motors shall be:
(A)
				rated for use with wastewater;
(B)
				in accordance with the specialized requirements of the National Electric Code;
				and
(C) provided with a method of
				detecting shaft seal failure or potential seal failure on each pump and
				motor.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-30 - Emergency operation

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 30.
A lift station shall be provided with the equipment
				  necessary for the provision of one (1) of the following:
(1) Dual power feeds.
(2) Standby generators.
(3) Standby pumps.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-31 - Cross connection control

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 31.
There shall be no physical connection from a public or
				  private potable water system to a sanitary collection system, or any structure
				  related to such a system, that would permit the passage of any wastewater or
				  polluted water into the potable supply.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 3 - WASTEWATER TREATMENT FACILITIES; ISSUANCE OF PERMITS; CONSTRUCTION AND PERMIT REQUIREMENTS › Rule 6 - Technical Standards for Sanitary Collection Systems › Section 6-32 - Technical standard alternative demonstration

Current through July 10, 2024
Authority: IC
				  13-13-5; IC
				  13-14-8; IC
				  13-14-9; IC
				  13-15-1-2; IC
				  13-15-2-1; IC
				  13-18-2
Affected: IC
				  13-11-2; IC 13-15; IC 13-18
Sec. 32.
(a) An
				alternative to technical standards required by this rule may be approved by the
				commissioner for either a single application or for system-wide applications if
				the applicant demonstrates in a written submission that the alternative will
				achieve the following:
(1) Meet the issuance
				requirements of section 7 of this rule.
(2) Provide at least the same level of
				protection that the technical standards of this rule would
				provide.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-1 - Purpose

Current through July 10, 2024
Authority: IC
				  13-14-8-7; IC
				  13-18-4-3
Affected: IC
				  13-18-3-1
Sec. 1.
This article is promulgated in order to prevent the
				  excessive hydraulic or organic, or both, overloading of POTWs or semipublic
				  facilities resulting in the subsequent discharge or bypassing of insufficiently
				  treated wastewater due to:
(1) new
				sewer connections to; or
(2) poor
				operation and maintenance of; the facilities.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-2 - Definitions

Current through July 10, 2024
Authority: IC
				  13-14-8-7; IC
				  13-18-4-3
Affected: IC 8-1-2-89; IC 13-11-2-265
Sec. 2.
In addition to the definitions in IC 8-1-2-89, IC 13-11-2,
				  and 327 IAC 2, the following definitions apply throughout this article:
(1) "Discharge" or "direct discharge", when
				used without qualification, means a discharge of a pollutant.
(2) "Discharge of a pollutant" means any
				addition of any pollutant, or combination of pollutants, into any waters of the
				state of Indiana from a point source in Indiana. The term includes, without
				limitation, additions of pollutants into waters of the state from the
				following:
(A) Surface run-off that is
				collected or channeled by man.
(B)
				Discharges through pipes, sewers, or other conveyances that do not lead to
				treatment works.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-3 - Early warning system

Current through July 10, 2024
Authority: IC
				  13-14-8-7; IC
				  13-18-4-3
Affected: IC
				  13-18-3-1
Sec. 3.
Whenever, in the determination of the commissioner, a
				  semipublic facility or POTW has reached or is approaching ninety percent (90%)
				  of its hydraulic or organic design capacity, the commissioner shall notify the
				  semipublic facility or POTW that it may be necessary, because of such
				  condition, to impose a sewer connection ban if action is not taken by the
				  semipublic facility or POTW to accommodate additional flow or loading. The
				  notification shall be:
(1) by
				certified mail, return receipt requested; and
(2) directed to the:
(A) principal executive officer;
(B) ranking elected official; or
(C) authorized agent; of the semipublic
				facility or POTW. Failure of the commissioner to provide the notification to
				the semipublic facility or POTW shall not preclude the imposition of a sewer
				connection ban as authorized by this article.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-4 - Imposition of sewer connection bans

Current through July 10, 2024
Authority: IC
				  13-14-8-7; IC
				  13-18-4-3
Affected: IC
				  13-18-3-1
Sec. 4.
(a) The
				commissioner may impose a ban on further sewer connections to the semipublic
				facility or POTW whenever, in the determination of the commissioner:
(1) hydraulic or organic overloading of a
				semipublic facility or POTW exists or is impending and the introduction into
				the semipublic facility or POTW of additional wastewater from new or existing
				sources is likely to result in the discharge or bypassing of insufficiently
				treated wastewater; or
(2) poor
				operation and maintenance practices have, or are likely to, result in the
				discharge or bypassing of insufficiently treated wastewater.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-5 - Notification of imposition of sewer connection ban

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-18-4-3
Affected: IC
				  13-18-12
Sec. 5.
(a) Whenever
				the commissioner has determined to impose a ban on further sewer connections to
				a POTW, the commissioner shall notify the principal executive officer, the
				ranking elected official, or the authorized agent or representative of the POTW
				of such determination by certified mail, return receipt requested.
(b) Whenever the commissioner has determined
				to impose a ban on further sewer connections to a semipublic facility, the
				commissioner shall notify the owner, chief executive officer, or authorized
				agent or representative of the semipublic facility of such determination by
				certified mail, return receipt requested.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-6 - Grounds and procedures for obtaining waivers of sewer connection bans

Current through July 10, 2024
Authority: IC
				  13-14-8-7; IC
				  13-18-4-3
Affected: IC
				  13-18-3-1
Sec. 6.
(a) Requests
				for connections from new or existing sources to a semipublic facility or POTW
				where a sewer connection ban is in effect may be approved if it is determined
				by the commissioner that any of the following conditions exist:
(1) The:
(A) connection will eliminate an existing
				health hazard; and
(B) resulting
				public health benefit is considered to outweigh the adverse impact of any
				reduction in the effluent quality from the semipublic facility or
				POTW.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-7 - Grounds for termination of sewer connection ban

Current through July 10, 2024
Authority: IC
				  13-14-8-7; IC
				  13-18-4-3
Affected: IC
				  13-18-3-1
Sec. 7.
A sewer connection ban may be terminated by the commissioner
				  when either of the following exist:
(1) A demonstrated wastewater treatment
				facility improvement to meet applicable NPDES permit limitations has been
				completed.
(2) It is demonstrated
				to the satisfaction of the commissioner that an existing hydraulic/organic
				overloaded condition has been or will be discontinued for a continuous period
				of twelve (12) months from the date additional connections will be
				made.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-8 - Exclusions from sewer connection bans

Current through July 10, 2024
Authority: IC 13-14-8; IC 13-18-4-3
Affected: IC 13-18-12
Sec. 8.
The following shall be excluded from the requirements of
				  sewer connection bans:
(1)
				Single-family dwellings erected on vacant lots served by an existing sanitary
				sewer.
(2) Projects that possess a
				valid construction permit issued under 327 IAC 3-2 prior to the imposition of a
				sewer connection ban.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-9 - Appeals

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-18-4-3
Affected: IC 4-21.5
Sec. 9.
A semipublic facility or POTW aggrieved by the imposition of
				  a ban, denial of a sewer ban waiver, or denial of a request to terminate the
				  ban may appeal to the board for a hearing. All hearings under this section
				  shall be held in accordance with IC 4-21.5.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-10 - Enforcement

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-18-4-3
Affected: IC
				  13-14-1-12;
				  IC
				  13-18-3-6;
				  IC 13-30
Sec. 10.
This article may be enforced through administrative or
				  judicial proceedings under IC
				  13-30-3 and the penalty provisions
				  of IC 13-30.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 4 - WASTEWATER TREATMENT FACILITIES; OVERLOAD CONDITION › Rule 1 - General › Section 1-11 - Access to information

Current through July 10, 2024
Authority: IC
				  13-14-8 IC
				  13-14-2-2;
				  IC
				  13-14-4-3
Affected: IC
				  13-14-2-2;
				  IC
				  13-14-4-3
Sec. 11.
(a)
				Whenever necessary to carry out the provisions of this article, any person who
				is or may be reasonably expected to be subject to such regulatory provisions
				shall:
(1) establish and maintain
				records;
(2) make
				reports;
(3) install, use, and
				maintain monitoring equipment or methods;
(4) sample effluents, or other material;
				and
(5) provide other information;
				at the locations, at the times, and in the manner the commissioner may
				reasonably prescribe.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1 - NPDES and Pretreatment Programs; General Provisions › Section 1-1 - Purpose

Current through July 10, 2024
Authority: IC
				  13-14-8; IC
				  13-15-2-1;
				  IC
				  13-18-3-1; IC
				  13-18-4-1
Affected: IC
				  13-18-3
Sec. 1.
This article prescribes policies, procedures, and technical
				  criteria for the following programs:
(1) The issuance of discharge permits under
				the National Pollutant Discharge Elimination System (NPDES).
(2) The implementation of a program for the
				pretreatment of industrial wastewater to be discharged into municipal sewage
				treatment facilities.
The provisions of this rule are generally applicable to all
				  other rules of this article.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1 - NPDES and Pretreatment Programs; General Provisions › Section 1-1.5 - Prohibitions

Current through July 10, 2024
Authority: IC 13-11-2-99; IC 13-13-5-1; IC 13-22-2-3
Affected: IC 13-18-3
Sec. 1.5.
Except as provided in 327 IAC 15-14, the discharge of
				  sewage, treated or untreated, from a dwelling or its associated residential
				  sewage disposal system, to the waters of the state is prohibited.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1 - NPDES and Pretreatment Programs; General Provisions › Section 1-3 - Department requests for data

Current through July 10, 2024
Authority: IC
				  13-14-4-3;
				  IC
				  13-15-1-2;
				  IC 13-18-3
Affected: IC
				  13-14-4-1;
				  IC 13-18-3
Sec. 3.
(a) Whenever
				necessary to carry out the provisions of this article, any person who is or may
				be reasonably expected to be subject to such regulatory provisions shall:
(1) establish and maintain such
				records;
(2) make such
				reports;
(3) install, use, and
				maintain such monitoring equipment or methods (including, where appropriate,
				biomonitoring methods);
(4) sample
				such effluents, internal wastestreams, where appropriate, or other material;
				and
(5) provide such other data,
				including, but not limited to:
(A) raw
				materials;
(B) catalysts;
(C) intermediate products;
(D) by-products;
(E) production rates; and
(F) related process information; at such
				locations, at such times, and in such a manner as the commissioner may
				reasonably prescribe.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1.5 - Definitions › Section 1.5-2 - "Administrator" defined

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
Affected: IC
				  13-11-2; IC
				  13-18-4
Sec. 2.
"Administrator" means the administrator of the United States
				  Environmental Protection Agency or an authorized
				  representative.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1.5 - Definitions › Section 1.5-3 - "Ambient intake concentration" defined

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
Affected: IC
				  13-11-2; IC
				  13-18-4
Sec. 3.
"Ambient intake concentration" means the concentration of a
				  substance occurring in the intake, which is present, or likely to be present,
				  in the absence of upstream point source contributions.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1.5 - Definitions › Section 1.5-4 - "Ambient upstream concentration" defined

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
Affected: IC
				  13-11-2; IC
				  13-18-4
Sec. 4.
"Ambient upstream concentration" means the concentration of
				  a substance occurring immediately upstream of the point of discharge, which is
				  present, or likely to be present, in the absence of upstream point source
				  contributions.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1.5 - Definitions › Section 1.5-5 - "Applicable effluent standards and limitations" defined

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
Affected: IC
				  13-11-2; IC
				  13-18-4
Sec. 5.
"Applicable effluent standards and limitations" means all
				  federal, state, and interstate standards and limitations to which a discharge
				  is subjected under the Clean Water Act and Indiana law.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1.5 - Definitions › Section 1.5-6 - "Best management practices" defined

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
Affected: IC
				  13-11-2; IC
				  13-18-4
Sec. 6.
(a) "Best
				management practices" or "BMPs" means the following measures to prevent or
				reduce the pollution of waters of the state:
(1) Schedules of activities.
(2) Prohibitions of practice.
(3) Treatment requirements.
(4) Operation and maintenance
				procedures.
(5) Use of containment
				facilities.
(6) Other management
				practices.
Indiana Administrative Code › Title 327 - WATER POLLUTION CONTROL DIVISION › Article 5 - INDUSTRIAL WASTEWATER PRETREATMENT PROGRAMS AND NPDES › Rule 1.5 - Definitions › Section 1.5-6.5 - "Clean Water Act" or "CWA" defined

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
Affected: IC
				  13-11-2; IC
				  13-18-3-15;
				  IC 13-18-4
Sec. 6.5.
"Clean Water Act" or "CWA" means the following:
(1)
									33 U.S.C.
				1251 et seq.
(2) Regulations adopted under
				33 U.S.C.
				1251 et seq.