reglab/statecodes huggingface dataset:
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-53 - Construction permit conditions

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 53.
(a) The
				department may specify in its construction permits any limitations, terms, or
				conditions necessary to provide a functional, easily operated, enduring
				commercial on-site sewage system in accordance with this rule, or to prevent a
				health hazard, nuisance, surface water pollution or ground water pollution. In
				addition, all commercial on-site sewage system construction permits shall
				contain the following requirements, not necessarily verbatim:
(1) That the original permit expiration date
				shall be one (1) year after permit issuance.
(2) That if the applicant has started
				installation of equipment, piping, or tankage that will comprise part of the
				commercial on-site sewage system, on or before the original date of permit
				expiration, the permit shall expire two (2) years after issuance.
(3) That all necessary local permits and
				approvals be obtained before construction is begun.
(4) That any proposed changes, alterations,
				or additions to the commercial on-site sewage system herein approved, be
				submitted to the department for review and approval prior to the start of
				construction to effect the proposed changes, alterations, or
				additions.
(5) That no change in
				occupancy or use of the facility served be effected if it would result in
				sewage flow on the peak day in excess of the capacity of the commercial on-site
				sewage system as stated in the construction permit, or if it would result in
				sewage being generated of a type incompatible with absorption field disposal.
				Any such change in occupancy or use may be made only after the department has
				issued a construction permit for modifications to the subject commercial
				on-site sewage system that will allow it to accommodate increased sewage
				flows.
(6) That if pollution,
				health hazards, or nuisance conditions occur that are attributable to the
				commercial on-site sewage system permitted herein, immediate corrective action
				be taken by the owner.
(7) That the
				permittee notify the department and the local health department at least seven
				(7) days before construction of the approved commercial on-site sewage system
				is to commence.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-54 - Operating permits

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 54.
(a) The
				department may require written operating permits as follows:
(1) A written operating permit issued by the
				department shall be signed by the commissioner or his duly authorized
				representative.
(2) An operating
				permit shall be renewed as follows:
(A) At
				least once every three (3) years for on-site sewage systems having components,
				other than a septic tank, requiring scheduled inspection and
				maintenance.
(B) At least once
				every five (5) years for all other on-site sewage systems.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-55 - Denial of an application for a construction or operating permit

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC 13-26; IC 14-33; IC
				  16-19-3-4
Sec. 55.
An application for a commercial on-site sewage system
				  construction or operating permit may be denied by the department for any of the
				  following causes:
(1) The commercial
				on-site sewage system design does not meet the minimum requirements of this
				rule.
(2) Failure to disclose all
				the facts relevant to the construction and use of the proposed commercial
				on-site sewage system or any misrepresentation made in the
				application.
(3) Failure of the
				owner, or the engineer or architect who certified and sealed the construction
				plans and specifications, to respond to a request for revised plans and
				specifications or additional information made under section 51 of this rule,
				within six (6) months of receiving the request.
(4) Any change relating to the design,
				construction, or use of the on-site sewage system not approved, in writing, by
				the department.
(5) A sanitary
				sewerage system of adequate capacity served by a sewage treatment facility
				owned by an incorporated city or town, conservancy district established under
				IC 14-33, regional sewer district established under IC 13-26, or private
				utility, is located within three hundred (300) feet of the property line of the
				affected property, or is available for connection at a construction cost and
				connection fee estimated by the department not to exceed one hundred fifty
				percent (150%) of the cost estimated by the department for installing
				commercial on-site sewage systems to serve the project were the commercial
				on-site sewage systems otherwise acceptable to the department.
(6) Failure to show that the commercial
				on-site sewage system can be constructed, operated, maintained, or abandoned in
				compliance with this rule.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-56 - Revocation or modification of a construction or operating permit

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 56.
A commercial on-site sewage system construction or operating
				  permit may be revoked or modified by the department for any of the following
				  causes:
(1) Violation of any of the
				provisions of this rule.
(2)
				Violation of any limitation, term, or condition contained in the construction
				or operating permit.
(3) Failure to
				disclose all facts relevant to construction, operation, and use of the
				commercial on-site sewage system in a manner that it can consistently treat and
				dispose of all sewage received for the life of the facilities it serves,
				without causing a health hazard, nuisance, surface water pollution or ground
				water pollution.
(4) Any
				misrepresentation made to obtain the construction or operating
				permit.
(5) Any change relating to
				the design, construction, or use of the on-site sewage system not approved, in
				writing, by the department.
(6) Any
				other change, situation, or activity relating to use of the commercial on-site
				sewage system that, in the judgment of the department, is not consistent with
				the purposes of this rule.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-57 - Petitions for appeal

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC 4-21.5; IC
				  16-19-3-4
Sec. 57.
(a) Any
				notice of an issued permit, permit modification, notice of permit denial, or
				notice of permit revocation shall include the following:
(1) The basis for the issuance, modification,
				denial, or revocation.
(2) The
				method or methods available for compliance, if applicable.
(3) The time frame for compliance, if
				applicable.
(4) That the owner has
				the right to appeal.
(5) The
				procedure for registering any such appeal, under the provisions set forth in IC
				4-21.5, the Administrative Orders and Procedures Act.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-58 - Violations

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 58.
(a) Should
				a commercial on-site sewage system fail, the failure shall be corrected by the
				owner within the time limit set by the department or the local health officer
				in whose jurisdiction the facility is located.
(b) If any component of a commercial on-site
				sewage system is found to be:
(1)
				defective;
(2) malfunctioning;
				or
(3) in need of service; the
				department or the local health officer in whose jurisdiction the facility is
				located may require the repair, replacement, or service of that component. The
				repair, replacement, or service shall be conducted within the time limit set by
				the department or the local health officer in whose jurisdiction the facility
				is located.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-59 - Construction and operating permit; transferability

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 59.
A commercial on-site sewage system construction or operating
				  permit may only be transferred to another person by the current permit holder
				  if the:
(1) current permit holder
				notifies the department and the local health department having jurisdiction, in
				writing, of the proposed transfer at least thirty (30) days before the transfer
				is proposed to occur;
(2) person to
				whom the permit is proposed to be transferred certifies to the department, in
				writing, at least thirty (30) days before the transfer is proposed to occur,
				any changes proposed in the occupancy or use of a facility to be served by the
				commercial on-site sewage system for which the subject construction permit was
				issued; and
(3) department provides
				written approval of the transfer.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-62 - Dispersal area

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 62.
(a) A
				dispersal area is required for a soil absorption system when:
(1) the soil loading rate used to determine
				the size of the soil absorption system is five-tenths (0.5) gallons per day per
				square foot (gpd/ft2) or less; or
(2) there is a horizon in the upper sixty
				(60) inches of the profiledescription with:
(A) bedrock;
(B) densic material;
(C) dense till;
(D) soil with fragic soil properties;
				or
(E) layers transitional to dense
				till (horizons in a soil developed from Wisconsin glacial till that shows
				effervescence when treated with a ten percent (10%) hydrochloric acid
				solution), unless:
(i) the on-site soils
				evaluation report shows that the presence of the horizon is not detrimental to
				the proper functioning of an on-site sewage system; and
(ii) the determination in item (i) is made
				using the guidelines as set forth in the soil manuals, technical bulletins, and
				handbooks of the NRCS guidelines and as approved by the department.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-63 - Drainage

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 63.
(a) A
				surface diversion:
(1) shall be constructed
				if drainage from an adjoining upslope landscape affects the soil absorption
				system site;
(2) shall have a
				positive grade of at least two and four-tenths (2.4) inches per one hundred
				(100) feet, or a grade of two-tenths percent (0.2%);
(3) shall be of sufficient depth and width to
				move surface water away from the soil absorption system;
(4) shall be located:
(A) for subsurface trench on-site sewage
				systems that do not require additional soil cover, at least ten (10) feet from
				the soil absorption system, as measured from the downslope edge of the surface
				diversion to the outside edge of the nearest soil absorption system
				trench;
(B) for subsurface trench
				on-site sewage systems that require additional soil cover, at least ten (10)
				feet from the soil absorption system, as measured from the downslope edge of
				the surface diversion to the upslope edge of the additional soil cover;
				or
(C) for elevated sand mound
				on-site sewage systems, at least ten (10) feet from the soil absorption system,
				as measured from the downslope edge of the surface diversion to the upslope
				edge of the soil cover; and
(5) may be used in combination with an
				on-site subsurface drainage system.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-64 - On-site evaluation

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 64.
(a) Before
				issuance of any permit for construction of a commercial on-site sewage system
				or the replacement or alteration of a soil absorption system, an on-site
				evaluation, which shall include a description of the soil profile, shall be
				conducted.
(b) Properties of the
				soil at each site shall be described by a soil scientist using the guidelines
				set forth in the soil manuals, technical bulletins, and handbooks of the
				NRCS.
(c) Soil profile information
				shall be recorded:
(1) to a depth of five (5)
				feet; or
(2) until a layer is
				encountered that cannot be readily penetrated; whichever is
				shallower.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-66 - Grease traps

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 66.
(a) A
				grease trap shall be provided for the following:
(1) All commercial buildings with food
				service.
(2) All other commercial
				buildings with fats, oils, and grease greater than twenty-five (25)
				mg/L.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-67 - Sewage lift stations and force mains

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 67.
(a) Sewage
				lift stations:
(1) must be protected from
				damage by a one hundred (100) year flood event; and
(2) shall remain fully operational and
				accessible by maintenance vehicles during a twenty-five (25) year flood event
				and all weather conditions.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-68 - Septic tanks: general requirements

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 68.
(a) Septic
				tanks shall be:
(1) watertight and
				constructed of durable material such as concrete, fiberglass, polyethylene, or
				polypropylene; and
(2) protected
				from corrosion.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-69 - Septic tanks: construction details

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 69.
(a) The
				minimum water depth in any compartment shall be thirty (30) inches.
(b) The maximum water depth for calculating
				septic tank capacity shall not exceed six and one-half (6 1/2) feet.
(c) The inlet baffle or sanitary tee shall
				extend at least:
(1) eight (8) inches below
				the liquid level; and
(2) to the
				top of the inlet sewer.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-70 - Dosing tanks

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 70.
(a) Dosing
				tanks:
(1) must be watertight and constructed
				of durable material such as concrete, fiberglass, polyethylene, or
				polypropylene; and
(2) shall be
				protected from corrosion.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-71 - Septic tanks and dosing tanks: installation and maintenance

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 71.
(a) Septic
				tanks and dosing tanks shall be installed level on:
(1) undisturbed soil;
(2) sand;
(3) aggregate not larger than one and
				one-half (1 1/2) inches in diameter; or
(4) an engineered base.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-72 - Outlet filters

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 72.
(a) An
				outlet filter shall be installed in the septic tank of new on-site sewage
				systems and existing on-site sewage systems requiring a new septic
				tank.
(b) For on-site sewage
				systems requiring repair, or soil absorption systems requiring replacement, the
				department may require an outlet filter. The outlet filter, if required by the
				department, must meet the requirements of this section.
(c) Outlet filters shall be located in the
				outlet end of:
(1) a single septic tank when
				not used in series;
(2) the second
				compartment of two-compartment septic tanks;
(3) the last septic tank when two (2) or more
				tanks are used in series; or
(4) a
				secondary watertight structure located after the last septic tank prior to a
				dosing tank, distribution box, or secondary treatment unit.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-73 - Effluent pumps

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 73.
(a) All
				effluent pumps shall be:
(1) submersible
				pumps suitable for use in a corrosive atmosphere;
(2) sized to deliver the total design flow
				rate while meeting the total dynamic head requirements of the on-site sewage
				system;
(3) connected to pump
				discharge piping that is adequately secured; and
(4) installed in such a manner as to allow
				for removal without entering the dosing tank or dewatering the dosing
				tank.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-74 - Distribution box specifications

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 74.
(a)
				Concrete distribution boxes shall be constructed of concrete with a compressive
				strength of four thousand (4,000) pounds per square inch or greater. Other
				materials may be considered on a case-by-case basis. All materials must:
(1) be resistant to corrosion and decay;
				and
(2) have sufficient structural
				strength to contain sewage and resist lateral compressive and bearing
				loads.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-75 - Pipe specifications

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 75.
(a) Piping
				used in a commercial on-site sewage system shall meet or exceed the following
				applicable standards:
(1) Gravity sewer pipe
				and gravity effluent sewer pipe shall meet the following standards:
(A) For PVC pipe, the following:
(i) ASTM D 2665-12 for four (4) inch and six
				(6) inch pipe only.
(ii) ASTM F
				891-10 SDR 35 for four (4) inch through eight (8) inch cellular core pipe with
				minimum pipe stiffness of 50 (PS 50).
(iii) ASTM D 3034-08 for the following:
(AA) SDR 26 and SDR 35 for four (4) inch
				through fifteen (15) inch pipe.
(BB) SDR 26 with gasketed compression-type
				joints for special crossings above or below potable water lines where the
				vertical clearance of eighteen (18) inches required in section 61(d)(2) of this
				rule cannot be met.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-76 - Aggregate specifications

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 76.
(a)
				Aggregate to be used in soil absorption systems shall be gravel, stone, or
				other materials listed by the department. Crushed limestone aggregate, if used,
				shall be rated as forty percent (40%) or less on the Los Angeles abrasion
				quality requirement of the INDOT 2012 Standard Specifications, Section 904,
				Aggregates.
(b) Aggregate:
(1) shall be a mixture with no aggregate
				smaller in size than one-half (1/2) inch in diameter nor any aggregate larger
				than two and one-half (2 1/2) inches in diameter; and
(2) must be larger than the openings in the
				gravity distribution laterals.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-77 - Barrier materials

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 77.
(a) The
				physical characteristics of barrier materials shall have the following minimum
				average roll values (MARV):
(1) A grab tensile
				strength equal to or greater than eighty (80) pounds in machine direction (MD)
				and cross-machine direction (CD) in accordance with ASTM D 4632-08.
(2) A grab tensile elongation @ break of
				equal to or greater than fifty percent (50%) in MD and CD in accordance with
				ASTM D 4632-08.
(3) A trapezoidal
				tear strength equal to or greater than thirty (30) pounds in MD and CD in
				accordance with ASTM D 4533-11.
(4)
				A CBR puncture resistance equal to or greater than one hundred seventy-five
				(175) pounds in accordance with ASTM D 6241-04 (Reapproved 2009).
(5) A permittivity of equal to or greater
				than 0.5 sec-1 in accordance with ASTM D 4491-99a
				(Reapproved 2009).
(6) A water flow
				rate equal to or greater than one hundred fifty (150) gallons per minute per
				square foot in accordance with ASTM D 4355-07.
(7) A UV resistance at five hundred (500)
				hours equal to or greater than seventy percent (70%) strength retained in
				accordance with ASTM D 4491-99a (Reapproved 2009).
(8) An apparent opening size (AOS) (U.S.
				Sieve) equal to or greater than forty (40) and equal to or less than seventy
				(70) sieve in accordance with ASTM D 4751-04.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-78 - Subsurface trench on-site sewage system site suitability

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 78.
(a) On-site
				sewage system feasibility, location, and selection shall be based on the:
(1) site evaluation;
(2) information obtained from the on-site
				soils evaluation; and
(3) DDF.
If site conditions are acceptable, subsurface trench soil
				  absorption systems are the systems of choice.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-79 - Subsurface trench on-site sewage system type selection criteria

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 79.
(a) On-site
				sewage system feasibility, location, and selection shall be based on the:
(1) site evaluation;
(2) information obtained from the on-site
				soils evaluation; and
(3)
				DDF.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-80 - Elevated sand mound on-site sewage system site suitability

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 80.
(a) On-site
				sewage system feasibility, location, selection, and design shall be based on
				the:
(1) site evaluation;
(2) information obtained from the on-site
				soils evaluation; and
(3)
				DDF.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-82 - Subsurface trench on-site sewage systems: general design and construction requirements

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 82.
(a) The
				minimum absorption area (in square feet) required for each subsurface trench
				soil absorption system shall be based on the following:
(1) The DDF.
(2) The appropriate soil loading rate (in
				gallons per day per square foot) determined from Table V in section 78(b)(8) of
				this rule. The soil loading rate used for this computation shall be the soil
				loading rate of the most restrictive horizon in the first twenty-four (24)
				inches below the trench bottom.
(3)
				The absorption area shall be computed using the following formula:
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-83 - Subsurface trench gravity on-site sewage systems: design and construction requirements

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 83.
(a)
				Subsurface trench gravity on-site sewage systems shall meet all of the
				requirements of:
(1) section 82 of this rule;
				and
(2) this section.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-84 - Subsurface trench flood dosed on-site sewage systems: design and construction requirements

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 84.
(a)
				Subsurface trench flood dosed on-site sewage systems shall meet all of the
				requirements of:
(1) sections 82 and 83 of
				this rule; and
(2) this section.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-85 - Subsurface trench alternating field on-site sewage systems: design and construction requirements

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 85.
(a)
				Subsurface trench alternating field on-site sewage systems shall meet all of
				the requirements of:
(1) sections 82 and 83
				of this rule; and
(2) this
				section.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-86 - Subsurface trench pressure distribution on-site sewage systems: design and construction requirements

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 86.
(a)
				Subsurface trench pressure distribution on-site sewage systems shall meet all
				of the requirements of:
(1) section 82 of this
				rule; and
(2) this
				section.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-87 - Elevated sand mound on-site sewage systems: design of the aggregate bed

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 87.
(a) The
				size of the aggregate bed shall be determined from the following:
(1) The minimum area of the aggregate bed
				shall be calculated as:
Click here to view
				  Image
(2) The dimensions of
				the aggregate bed shall be as long and narrow as the site allows, while not
				exceeding the maximum bed width calculated in subdivision (3)(A).
(3) The maximum width of the aggregate bed
				shall meet the following requirements:
Click here to view
				  Image
(A) The maximum
				aggregate bed width (ft.)(ABW) = 0.83
				ft2/gpd
where 0.83 is a conversion factor
				  (ft2/gpd)
SLR is soil loading rate, and
where: DDF is design daily flow, and
n is determined by the DDF in this chart
DDF (gpd)
n
[LESS THAN OR EQUAL TO ] 1500
3
1501-3000
4
3001-4000
5
This number may be rounded down to the nearest whole
				  number.
(B) For on-site
				sewage systems with a DDF of seven hundred fifty (750) gallons per day or less,
				the width of the aggregate bed shall be at least four (4) feet and not greater
				than ten (10) feet. The aggregate bed width shall not exceed the maximum bed
				width calculated in clause (A).
(C)
				For on-site sewage systems with a DDF of greater than seven hundred fifty (750)
				gallons per day, the following apply:
(i) If
				the soil loading rate is fifty-hundredths (0.50) gallons per day per square
				foot (gpd/ft2) or less, the width of the aggregate
				bed shall be not greater than fifteen (15) feet, and shall not exceed the
				maximum bed width calculated in clause (A).
(ii) If the soil loading rate is greater than
				fifty-hundredths (0.50) gallons per day per square foot
				(gpd/ft2), the width of the aggregate bed shall be
				not greater than twenty (20) feet, and shall not exceed the maximum bed width
				calculated in clause (A).
(4) The minimum length of the aggregate bed
				shall be calculated as:
Click here to view
				  Image
(5) The
				depth of the aggregate bed shall be at least the sum of:
(A) at least six (6) inches of aggregate
				below the pressure distribution lateral;
(B) the outside diameter of the pressure
				distribution lateral; and
(C) at
				least two (2) inches of aggregate above the pressure distribution lateral.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-88 - Elevated sand mound on-site sewage systems: design of basal area

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 88.
(a) The
				dimensions of the basal area shall be as long and narrow as the site allows, in
				compliance with the requirements of subsection (c).
(b) Numerical dimensions provided in this
				section for basal area and elevated sand mound size are rounded up to the
				nearest whole number.
(c) The size
				of the basal area shall be determined from the following:
(1) The minimum size of the basal area shall
				be calculated as:
Click here to view
				  Image
using the soil loading rates from Table VI in section
				  80(b)(7) of this rule. The soil loading rate used for this computation shall be
				  the soil loading rate of the most restrictive horizon in the first twenty (20)
				  inches below the ground surface.
(2)
				The minimum length for the basal area (BAL) shall equal
				the length of the aggregate bed (ABL).
(3) The minimum width of the basal area
				(BAW) shall be calculated as the greater of:
(A)
Click here to view
				  Image
; or
(B)
Slope
Minimum Basal Area Width (BAW)
0%
[LESS THAN]
slope
[LESS THAN]
1/2%
Aggregate bed width + 14 ft.
1/2% [LESS THAN] slope
[LESS THAN]
6%
Aggregate bed width + 9 ft.
(C)
				The dimensions determined from clause (A) or (B) for the INDOT Specification 23
				sand shall maintain a minimum sideslope grade of three-to-one (3:1) .
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-89 - Elevated sand mound on-site sewage systems: dimensions of the elevated sand mound

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 89.
(a)
				Numerical dimensions for the soil material cover from the edge of the basal
				area to the edge of the elevated sand mound are based on a final grade of
				three-to-one (3:1) (on level sites). The plan views and numerical dimensions
				are for a simple slope (a slope that forms a plane). Elevated sand mounds sited
				on complex slopes are more difficult to design and construct on contour.
(b) The minimum length of an
				elevated sand mound shall be the sum of the following:
(1) The length of the aggregate bed
				(ABL).
(2)
				Plus fourteen (14) feet, representing the two sideslopes of INDOT Specification
				23 sand at both ends of the aggregate bed (including the one (1) foot level
				borders). A minimum endslope grade of three-to-one (3:1) shall be maintained on
				the INDOT Specification 23 sand.
(3) Plus six (6) feet, representing the soil
				material cover at both ends of the aggregate bed. A minimum endslope grade of
				three-to-one (3:1) shall be maintained on the soil cover material.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-90 - Elevated sand mound on-site sewage systems: pressure distribution network

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 90.
(a) The
				effluent force main shall drain unless it is installed below the frost line, as
				listed in Table IX in section 84(d) of this rule, and designed so that no
				effluent remains in any portion of the effluent force main located above the
				frost line.
(b) The effluent pump
				shall be sized, and its controls set, to deliver approximately one-fourth (1/4)
				of the DDF per dose.
(c) The liquid
				holding capacity of the dosing tank shall be determined as follows:
(1) If the effluent force main and manifold
				do not drain to the dosing tank, the dosing tank volume shall be one-fourth
				(1/4) of the DDF.
(2) If the
				effluent force main and manifold drain to the dosing tank, the dosing tank
				volume shall be one-fourth (1/4) of the DDF plus the volume of the effluent
				force main.
(3) Additional dosing
				tank capacity must be provided to:
(A) keep
				the dosing tank effluent pump submerged at all times; and
(B) provide sufficient freeboard for a high
				water alarm.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-91 - Elevated sand mound on-site sewage systems: protection of the site

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 91.
(a) Before
				the start of any construction on the property, the following areas must be
				staked out and protected from disturbance:
(1)
				The soil absorption system area.
(2) The dispersal area.
(3) The subsurface drainage system
				area.
(4) The set-aside area (if
				required in the approved plan).
(5)
				Areas designated for future expansion (if required in the approved
				plan).
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-92 - Elevated sand mound on-site sewage systems: requirements for system construction

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 92.
(a) Site
				preparation, tilling, construction, finish grading, and soil stabilization
				shall:
(1) be performed in accordance with
				the approved plans; and
(2) not be
				performed when the soil is frozen.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-93 - Elevated sand mound on-site sewage systems: installation of the effluent force main

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 93.
(a) To
				minimize disturbance of the basal area, the effluent force main must be brought
				above grade prior to entering the basal area and it must be extended upward
				through the INDOT Specification 23 sand to the point where it will enter the
				aggregate bed. The effluent force main shall be laid in the aggregate bed to
				the point of connection to the manifold.
(b) If the effluent force main is installed
				prior to tilling the elevated sand mound site, the following apply:
(1) The effluent force main must be installed
				a minimum of sixteen (16) inches below existing grade from the outlet of the
				dosing tank to the point where it comes up through the INDOT Specification 23
				sand, outside of the basal area.
(2) The end of the effluent force main shall
				be fitted with a temporary vertical pipe extending at least three (3) feet
				above grade and temporarily capped during the construction process.
(3) The portion of the effluent force main
				which comes above existing grade must be bedded and stabilized properly as the
				sand is applied.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-94 - Elevated sand mound on-site sewage systems: preparation of the site

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 94.
(a) For all
				elevated sand mound sites, the following requirements shall be met for site
				preparation:
(1) Vegetation that would
				interfere with the soils evaluation, system layout, or system construction
				shall be cut and removed (not scraped) prior to installation without causing
				compaction.
(2) Trees shall be cut
				off at the ground surface and removed, with only stumps left in place. The
				department may require scarring of the tree stumps.
(3) Tree roots that protrude above the tilled
				surface shall be cut off and removed without causing compacted soil
				material.
(4) The portion of the
				elevated sand mound site receiving INDOT Specification 23 sand shall be tilled
				along the contour of the site to a depth of seven (7) inches to fourteen (14)
				inches with a moldboard or chisel plow, or a bulldozer with a ripper. A backhoe
				may be used to till sites with special considerations as noted in subsection
				(b). The department or local health department may require field supervision of
				tilling operations. The following requirements apply:
(A) If a chisel plow or a bulldozer with a
				ripper is used, tillage shall be across the site along the contour of the
				site.
(B) If a moldboard plow is
				used:
(i) it shall have at least two (2)
				bottoms and make only one (1) pass across the area, along the contour of the
				site; and
(ii) on sites with slopes
				greater than one-half percent (1/2%), the furrows shall be turned
				upslope.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-95 - Elevated sand mound on-site sewage systems: placement of the sand on the basal area

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 95.
(a) The
				basal area shall be covered using sand that meets the requirements listed in
				Table XVI in section 88(j) of this rule.
(b) INDOT Specification 23 sand shall be
				placed on the tilled area immediately after tilling the site to protect the
				tilled surfaces from damage by precipitation.
(c) The depth of the INDOT Specification 23
				sand under the aggregate bed shall be at least twelve (12) inches (on sites
				with slopes greater than one-half percent (1/2%), the depth of INDOT
				Specification 23 sand beneath the downslope side of the aggregate bed will be
				greater than twelve (12) inches).
(d) INDOT Specification 23 sand shall be
				placed on the tilled surface as follows:
(1)
				On sites with slopes one-half percent (1/2%) or less, from the ends of the
				elevated sand mound.
(2) On sites
				with slopes greater than one-half percent (1/2%) and less than or equal to six
				percent (6%), from the ends or upslope edge of the elevated sand
				mound.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-96 - Elevated sand mound on-site sewage systems: construction of the aggregate bed

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 96.
(a) The
				surface of the INDOT Specification 23 sand at the sand/aggregate interface
				shall be smooth and free of ruts and depressions before the placement of the
				aggregate.
(b) The depth of
				aggregate in the aggregate bed from side to side and end to end shall be at
				least:
(1) six (6) inches below the pressure
				distribution laterals;
(2) plus the
				outside diameter of the pressure distribution laterals;
(3) plus two (2) inches above the pressure
				distribution laterals.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-97 - Elevated sand mound on-site sewage systems: placement of the soil material and final grade

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 97.
(a) If the
				ground surface along the perimeter of the INDOT Specification 23 sand was not
				tilled during preparation of the elevated sand mound site, the perimeter shall
				be prepared by tilling in accordance with the requirements of section 94 of
				this rule.
(b) The soil material
				cover shall:
(1) have a texture other than
				sand or loamy sand;
(2) be capable
				of sustaining plant growth; and
(3)
				be placed on the INDOT Specification 23 sand without causing compacted soil
				material.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-98 - Abandonment of an on-site sewage system

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 98.
(a) When
				the use of an on-site sewage system is discontinued, the following procedure
				must be followed for all tanks and electrical service:
(1) Electrical power must be disconnected at
				the source. All controls and panels must be removed.
(2) All above ground electrical lines that
				will not be used for other purposes must be removed.
(3) A licensed septic tank cleaner must pump
				all contents from all tanks in the on-site sewage system.
(4) The tanks must either be:
(A) removed or the lids crushed into the
				tanks and the holes or tanks must be backfilled with debris-free sand or other
				granular material, concrete, or soil material that is compacted to prevent
				settling. (If a sand mound is being abandoned, sand, aggregate and soil cover
				from the sand mound may be used for filling the tank or tanks); or
(B) filled with flowable fill.
(5) Properly grade and establish
				vegetative cover.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 10.1 - Commercial On-Site Sewage Systems › Section 10.1-99 - Matters incorporated by reference

Current through July 10, 2024
Authority: IC
				  16-19-3-4;
				  IC
				  16-19-3-5
Affected: IC
				  16-19-3-4
Sec. 99.
(a)
				Bulletin SE 11, "The Sanitary Vault Privy", 1986 Edition, is incorporated by
				reference as part of this rule. It is available at the department at 2 North
				Meridian Street, Indianapolis, Indiana 46204.
(b) NSF/ANSI Standard 40-2010 and Standard
				46-2010a are incorporated by reference as part of this rule. Two (2) copies of
				each standard are available for reference in the files of the department.
				Copies of the standards may be obtained by mailing a request to the National
				Sanitation Foundation, 789 North Dixboro Road, P.O. Box 130140, Ann Arbor,
				Michigan 48113-0140, or at:
www.techstreet.com/cgi-bin/joint.cgi/nsf
(c) ASTM Standards C 923-08, C
				990-09, C 1644-06, D 1527-99 (Reapproved 2005), D 1785-06, D 2241-09, D 2282-99
				(Reapproved 2005), D 2661-11, D 2665-12, D 2680-01 (Reapproved 2009), D
				2729-11, D 2751-05, D 3034-08, D 4355-07, D 4491-99a (Reapproved 2009), D
				4533-11, D 4632-08, D 4751-04, D 6241-04 (Reapproved 2009), F 405-05, F 480-12,
				F 667-12, F 810-07, and F 891-10 are incorporated by reference as part of this
				rule. Two (2) copies of each standard are available for reference in the files
				of the department. ASTM standards may be obtained at:
http://www.astm.org/Standard/index.shtml
(d) AASHTO Standard M252-09 is
				incorporated by reference as part of this rule. Two (2) copies of the standard
				are available for reference in the files of the department. This standard may
				be obtained at:
http://www.transportation.org
(e) NRCS Standard 606, September
				2003 is incorporated by reference as part of this rule. Two (2) copies of the
				standard are available for reference in the files of the department. This
				standard may be obtained at:
http://efotg.nrcs.usda.gov/references/public/AL/tg606.pdf
(f) INDOT 2012 Standard
				Specifications, Section 904, Aggregates is incorporated by reference as part of
				this rule. Two (2) copies of the standard are available for reference in the
				files of the department. The standard may be obtained at:
http://www.in.gov/dot/div/contracts/standards/book/sep11/sep.htm
(g) NEMA 250-2008 is incorporated
				by reference as part of this rule. Two (2) copies of the standard are available
				for reference in the files of the department. The standard may be obtained at
http://webstore.ansi.org/RecordDetail.aspx?sku=NEMA%20250-2008&source=google&adgroup=nema&gclid=CKe9-66a368CFSWFQAodnnii_A
.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 11 - School-Age Child Care Facilities › Section 11-1 - Purpose

Current through July 10, 2024
Authority: IC
				  16-19-3-4
Affected: IC 16-41
Sec. 1.
This rule establishes minimum requirement for sanitation at
				  school-age child care facilities.
Indiana Administrative Code › Title 410 - INDIANA DEPARTMENT OF HEALTH › Article 6 - SANITARY ENGINEERING › Rule 11 - School-Age Child Care Facilities › Section 11-2 - Definitions

Current through July 10, 2024
Authority: IC
				  16-19-3-4
Affected: IC 16-41
Sec. 2.
As used in this rule:
(1) "Facility" means a school-age child care
				facility, except where clearly used in another context.
(2) "School-age child care facility" means
				that portion of a building used for school-age child care pursuant to IC
				20-5-61
[IC 20-5-61 was repealed by P.L. 9-1991, SECTION 98, effective
				January 1, 1992.]
, including the property upon which the building
				rests.
(3) "Site" means the
				property upon which the school-age child care facility rests.
(4) "Student" means a child five (5) to
				fourteen (14) years of age who is served by a school-age child care
				facility.