Tenn. Comp. R. & Regs. 0400-46-06-.02 - DEFINITIONS

As used in these rules:

(1) Act. The Wastewater Facilities Act of 1987, T.C.A. §§ 68-221-1001 et seq.

(2) Alternative technology. Proven wastewater treatment processes and techniques which provide for the reclaiming and reuse of water, productively recycle wastewater constituents or otherwise eliminate the discharge of pollutants or recover energy. Specifically, alternative technology includes land application of effluent sludge; aquifer recharge; aquaculture; direct reuse (non-potable); horticulture; revegetation of disturbed lands; containment ponds; sludge composting and drying prior to land application; self-sustaining incineration; methane recovery; co-disposal of sludge and solid waste and individual and onsite systems. Alternative technology also includes a wastewater collection system other than conventional system. This includes, but is not limited to, small diameter pressure, gravity and vacuum sewers carrying partially or fully treated wastewater and which demonstrate a significant savings in the life cycle cost of the project when compared to an appropriate conventional technology.

(3) Authority. The Tennessee Local Development Authority as created by T.C.A. Title 4, Chapter 31.

(4) Best Management Practices. A practice or combination of practices which has been determined to be the most effective and practicable means of preventing or reducing water pollution to a level compatible with water quality goals.

(5) Borrower. Local government which has entered into a loan agreement with the Authority and the Department to fund a wastewater treatment facility.

(6) Clean Water Act. The Water Pollution Control Act of 1972, PL 92-500, as amended 33 U.S.C. §§ 1251 et seq., and rules and regulations promulgated thereunder.

(7) Collector Sewer. Lateral sewers within a publicly owned treatment system, which are primarily installed to receive and convey wastewater for treatment. Service connections designed for connection with those facilities including:

(a) Crossover sewers connecting more than one property on one side of a major street, road, or highway to a lateral sewer on the other side; and,

(b) Pumping units and pressurized lines serving individual structures or groups of structures when such units are owned and maintained by the borrower.

This definition excludes facilities which convey wastewater on private property to the public lateral sewer.

(8) Combined sewer. A sewer that is designed as a sanitary sewer and a stormwater sewer.

(9) Construction. The erection, acquisition, alteration, reconstruction, improvement, or extension of wastewater facilities, including preliminary planning to determine the economic feasibility of wastewater treatment works, the engineering, architectural, legal, fiscal and economic investigations and studies, surveys, designs, plans, procedures, and other similar action necessary in the building of wastewater facilities, and the inspection supervision of the construction of wastewater treatment works.

(10) Department. The Tennessee Department of Environment and Conservation.

(11) Depreciation. An element of expense resulting from the use of long-lived assets. It is conventionally measured by allocating the expected net cost of using the asset (original cost less estimated salvage value) over its estimated useful life in a systematic and rational manner.

(12) Director. The Director of the Division of Water Resources within the Department.

(13) Enforceable requirements of the Clean Water Act. Those conditions or limitations of permits issued under Sections 402 or 404 of the Clean Water Act or T.C.A. § 69-3-108 which, if violated, could result in the issuance of a compliance order or initiation of a civil or criminal action under Section 309 of the Clean Water Act or the Water Quality Control Act. If a permit has not been issued, or where no permit applies, the term shall include the requirements necessary to meet the provisions of the T.C.A. § 69-3-101 et seq.

(14) EPA. The United States Environmental Protection Agency.

(15) Excessive infiltration/inflow. The quantities of infiltration/inflow which can be economically eliminated from a sewer system as determined in a cost-effective analysis that compares the costs for correcting the infiltration/inflow conditions to the total costs for transportation and treatment of the infiltration/inflow.

(16) Infiltration/Inflow Correction. Techniques which eliminate excessive infiltration/inflow. This definition refers to excessive infiltration/inflow reduction techniques that do not involve extensive excavation and/or replacement. Techniques considered to be infiltration/inflow correction include but are not limited to the following:

(a) Pressure testing and sealing procedures;

(b) Excavation and replacement where documented and severe infiltration/inflow problems can be corrected. Specific examples are replacing or repairing manhole covers, repairing crushed pipe within an area of temporary or permanent groundwater and replacement or repair of a sewer segment beneath a waterway; and,

(c) Trenchless technologies such as sliplining.

(17) Initiation of operation. The date when all but minor components of a project have been built, all treatment equipment is operational and the project is capable of functioning as designed and constructed.

(18) Innovative technology. Developed wastewater treatment processes and techniques which have not been fully proven under the circumstances of their contemplated use and which represent a significant advancement over the state of the art in terms of significant reduction in life cycle cost of the project when compared to an appropriate conventional technology.

(19) Interceptor sewer. A sewer which is designed for one or more of the following purposes:

(a) To intercept wastewater from a final point in a collector sewer and convey such wastes directly to a treatment facility or another interceptor;

(b) To replace an existing wastewater facility and transport the wastes to an adjoining collector sewer or interceptor sewer for conveyance to a treatment plant;

(c) To transport wastewater from one or more municipal collector sewers to another municipality or to a regional plant for treatment; or

(d) To intercept an existing major discharge of a raw or inadequately treated wastewater for transport directly to another interceptor or to a wastewater plant.

(20) Local Government. A county, incorporated town or city, metropolitan government, or state agency which has authority to administer a wastewater facility, or any combination of two or more of the foregoing acting jointly to construct a wastewater facility. "Local government" shall also mean any publicly owned utility district existing July 1, 1984, or if created after that date, any publicly owned utility district operating a wastewater facility and comprising at least 500 customer connections.

(21) Major rehabilitation. Techniques which involve the removal of the existing pipes, pumps, or manholes from the ground and replacing them with new ones under one or more of the following conditions:

(a) In locations where pipes or manholes have lost their structural integrity, such as pipes or manholes which are collapsed, crushed, broken, or badly deteriorated and cracked;

(b) In cases where pipe size enlargement, change in grade and/or line realignment are needed in addition to pipe deficiency corrections; or

(c) In cases where the causes of damages to the existing pipes or manholes, including but not limited to corrosion, soil movement, and increasing traffic load, have been identified and it is desirable to prevent the recurrence of these damages by replacing the existing structures with new ones having better quality and greater strength.

(22) Nonexcessive infiltration. The quantity of flow which is less than 120 gallons per capita per day, domestic base flow plus infiltration, or the quantity of infiltration which cannot be economically and effectively eliminated from a sewer system as determined in a cost-effective analysis.

(23) Nonexcessive inflow. The rainfall induced peak inflow rate which does not result in chronic operational problems related to hydraulic overloading of the treatment works during storm events. These problems may include but are not limited to surcharging, backups, bypasses, and overflows.

(24) Nonpoint Source (NPS) Pollution. Pollution emitting from sources other than point source.

(25) Operation and Maintenance. Activities required to assure the dependable and economical function of treatment works.

(a) Operation is the control of the unit processes and equipment which make up the treatment works. This includes financial and personnel management records laboratory control, process control, safety and emergency operation planning.

(b) Maintenance is the preservation of functional integrity and efficiency of equipment and structures. This includes preventive maintenance, corrective maintenance and replacement of equipment.

(26) Planning/Design Facilities planning consists of those necessary plans and studies which directly relate to wastewater facilities or treatment works needed to comply with the requirements of Rules 0400-46-06-.06 and 0400-46-06-.08. Design consists of those necessary drawings, plans and specifications which directly relate to wastewater facilities needed to comply with the approved facilities plan.

(27) Priority Ranking List. A numerical listing of wastewater facility projects by priority points generated through the State Priority Ranking System, Chapter 0400-46-01, for which the State is authorized to provide financial assistance pursuant to T.C.A. Title 68, Chapter 221, Parts 8 and 10.

(28) Project. The activities or tasks the Department identifies in the loan agreement for which the borrower may expend, obligate or commit funds.

(29) Project Performance Standards. Performance and operational requirements applicable to the project, including the enforceable requirements of the Clean Water Act, and the design criteria upon which the plans and specifications are based.

(30) Project schedule. A timetable specifying the dates of key project events including but not limited to, the following: submittal of facility plan, submittal of plans and specifications, advertising for bidding, notice to proceed, and project completion.

(31) Security. That which is determined by the Authority to be acceptable to secure a loan to a local government under this Act and includes but is not limited to revenues of the facility, ad valorem taxes, state-shared taxes, letters of credit or bond insurance.

(32) State Revolving Fund (SRF) Loan. Loan program as established in the Wastewater Facilities Act of 1987.

(33) Useful life. The period during which a wastewater facility operates; this is not design life which is the period during which a wastewater facility is planned and designed to operate.

(a) For purposes of a cost-effective analysis the components of a wastewater facility shall have a useful life as follows:

1. Land - permanent;

2. Wastewater conveyance structures, including, but not limited to, collection system, outfall pipes, interceptors, force mains, and tunnels - 50 years;

3. Other structures, including, but not limited to, plant building, concrete process tankage, basins, and lift station structures - 50 years;

4. Process equipment - 20 years; and,

5. Auxiliary equipment - 15 years.

(b) Other useful life periods will be acceptable when sufficient justification can be provided to the Department. Where a system or a component is for interim service, the anticipated useful life shall be reduced to the period of interim service.

(34) User. A single municipal, domestic, commercial or industrial connection to a wastewater facility.

(35) User charge. A charge levied on users of a wastewater facility, or that portion of the ad valorem taxes paid by a user, for the user's proportionate share of the cost of debt retirement, operation and maintenance, and depreciation of such works.

(36) Value Engineering. A specialized cost control technique which uses a systematic and creative approach to identify and to focus on unnecessarily high cost in a project in order to arrive at a cost saving without sacrificing the reliability or efficiency of the project.

(37) Wastewater facility. Any facility, including the reserve capacity thereof, whose purpose is to collect, store, treat, neutralize, stabilize, recycle, reclaim or dispose of wastewater, including treatment or disposal plants, interceptors, outfall, and outlet sewers, pumping stations, equipment and furnishings thereof and their appurtenances which are necessary to accomplish the foregoing purposes. "Wastewater facility" shall also include best management practice projects for controlling nonpoint sources of water pollution and the planning or replanning requirements of designated management authorities.

Notes

Tenn. Comp. R. & Regs. 0400-46-06-.02

Original rule filed September 16, 2013; effective December 15, 2013. Rule originally numbered1200-22-06.

Authority: T.C.A. §§ 68-221-1001 et seq. and 4-5-201 et seq.