OAR 340-071-0345
Alternative Treatment Technologies (ATTs)

(1) Criteria for approval. Construction-installation permits may be issued for onsite systems incorporating alternative treatment technologies (ATTs) for single family dwellings and commercial facilities if the following criteria are met:
(a) DEQ has listed the ATT, including brand and model or type where applicable, for use in onsite systems pursuant to section (2) of this rule.
(b) The ATT meets the performance and model selection criteria specified for the proposed use in section (4) of this rule.
(c) The site meets the appropriate siting criteria in section (8) of this rule, and the agent has approved the site.
(d) The owner of the property served by the onsite system incorporating the ATT has a written service contract as required in section (14) of this rule.
(2) ATT listing and delisting.
(a) DEQ will maintain a list of ATTs that meet the performance requirements in section (3) of this rule.
(b) Any person may submit an application for listing an ATT. The application must include:
(A) Documentation that the ATT meets the performance requirements in section (3) of this rule;
(B) Documentation that the ATT has been tested to NSF/ANSI as a class 1 or equivalent residential wastewater treatment system;
(C) A guide for inspecting the ATT installation;
(D) A plan for training agents on inspecting the ATT and training and certifying system installers on installing the ATT;
(E) A plan for training and certifying maintenance providers on system maintenance for the ATT;
(F) Documentation that the ATT complies with sections (5)-(7) and (9) of this rule; and
(G) The alternative technology review fee in OAR 340-071-0140 (Onsite System Fees)(5).
(c) DEQ will approve applications to list ATTs that DEQ determines meet the performance requirements in section (3) of this rule under normal operating conditions. ATTs will be listed by brand and model or type for the treatment standards they achieve.
(d) DEQ may approve ATTs that vary from standards in OAR chapter 340, division 073.
(e) Beginning July 1, 2015, DEQ may remove ATTs from the list if it determines the requirements for approval in subsection (c) of this section are no longer satisfied or if:
(A) Ten percent or more of systems under 10 years of age fail;
(B) The manufacturer fails to submit the annual report in section (g) of this rule by the date specified by DEQ; or
(C) The manufacturer fails to submit the annual compliance determination fee in OAR 340-071-0140 (Onsite System Fees)(5) by the date specified by DEQ; or
(D) The manufacturer goes out of business.
(f) All ATT listings will expire on June 30, 2016 and will be removed from the list. To renew the ATT listing and remain on the list, the manufacturer of the ATT must submit an application for each ATT model by July 1, 2015. The application must include, but is not limited to:
(A) A current list of each ATT sold in the State of Oregon including the model number, serial number, and the property address the ATT is located;
(B) A current list of all maintenance providers the manufacturer certifies;
(C) The material plan review fee in OAR 340-071-0140 (Onsite System Fees)(5).
(g) Annual manufacturer report. Unless DEQ authorizes otherwise in writing, the manufacturer must submit an annual report for each ATT model. The report must include, but is not limited to:
(A) A list of each ATT sold in Oregon for the reporting period including the model number, serial number, certified maintenance provider name, status of service contract, and the property address the ATT is located;
(B) A current list of all maintenance providers that are certified by the manufacturer;
(C) The annual compliance determination fee in OAR 340-071-0140 (Onsite System Fees)(5).
(h) Any person adversely affected by DEQ’s listing or delisting decision may appeal that decision through the contested case hearing procedures in ORS Chapter 183 (Administrative Procedures Act) and OAR chapter 340, division 011.
(3) Performance testing and standards for listing ATTs.
(a) Product testing.
(A) ATTs must be tested according to the product standards and testing protocols of NSF/ANSI Standard No. 40 for residential wastewater treatment systems – 2013, NSF/ANSI Standard No. 245 for nitrogen reduction — 2012, or another NSF/ANSI protocol DEQ approves.
(B) For purposes of demonstrating performance to the fecal coliform concentration in treatment standard 2, the ATT shall be followed by a nonchlorinating disinfection device that has been tested according to NSF/ANSI Standard No. 46 – 2012, or the ATT must be tested by collecting and analyzing influent and effluent grab samples at a minimum frequency of 3 days per week and the same duration (26 consecutive weeks) and hydraulic loadings (design and stress loadings) as the NSF/ANSI sample collection requirements for the BOD5, CBOD5, and TSS parameters. The testing must be performed by an ANSI accredited, third-party testing and certification organization whose accreditation is specific to onsite wastewater treatment products, or have been studied under the La Pine National Demonstration Project.
(b) Product performance. An ATT must produce effluent quality equal to or better than treatment standard 1 or 2 defined in section 0100.
(4) ATT model type and size selection. The model, type, and size of the ATT proposed for a system must be consistent with manufacturer recommendations and match the daily design wastewater flow anticipated from the dwelling or facility.
(5) Access ports.
(a) At a minimum, the ATT must have ground-level access ports sized and located to facilitate installing, removing, sampling, examining, maintaining, and servicing components or compartments that require routine maintenance or inspection. Access ports must facilitate:
(A) Visually inspecting and removing mechanical or electrical components;
(B) Removing components that require periodic cleaning or replacement;
(C) Visually inspecting and collecting samples; and
(D) Removing (manual or pumping) accumulated residuals.
(b) Access ports must be protected against unauthorized intrusion. Acceptable protective measures include but are not limited to padlocks or covers that can be removed only with tools.
(6) Malfunction, failure sensing, and signaling equipment.
(a) The system must be designed to prevent untreated waste passing into the absorption field if the plant malfunctions.
(b) The ATT must possess a mechanism or process capable of detecting:
(A) Failure of electrical and mechanical components that are critical to the treatment process; and
(B) High liquid level conditions above the normal operating specifications.
(c) The ATT must possess a mechanism or process capable of notifying the system owner of failures. The mechanism must have circuits separate from pump circuits and deliver a visible and audible signal.
(A) The visual alarm signal must be conspicuous at a distance of 50 feet from the system and its appurtenances.
(B) The audible alarm signal strength must be between 70 and 90 dbA at 5 feet and discernible at a distance of 50 feet from the system and its appurtenances.
(C) The visual and auditory signals must continue to function in the event of electrical, mechanical equipment, or hydraulic malfunction of the system. The audible signal may be disabled for service as long as the visual signal remains active while cause for the alarm is identified and alleviated.
(d) A clearly visible label or plate with instructions for obtaining service must be permanently located near the failure signal.
(7) Data plate.
(a) The ATT must have permanent and legible data plates located on:
(A) The front of the electrical control box if the ATT has an electrical control box or panel; and
(B) The tank, aeration equipment assembly, or riser at a location accessed during maintenance cycles and inspections.
(b) Each data plate must include:
(A) Manufacturer’s name and address;
(B) Model number;
(C) Serial number (required on one data plate only);
(D) Rated daily hydraulic capacity of the system; and
(E) The performance expectations as determined by performance testing and evaluation.
(8) Siting and absorption area construction criteria.
(a) ATTs approved for treatment standard 1 may be sited and sized as follows:
(A) In areas with a temporary water table, as specifications for sand filters in areas with temporary groundwater in OAR 340-071-0290 (Conventional Sand Filter Systems) require.
(B) In areas with permanent groundwater, where 4 feet of separation can be maintained between the bottom of the trench and groundwater and the other criteria in OAR 340-071-0290 (Conventional Sand Filter Systems) can be met.
(C) On sites meeting criteria for standard onsite systems in OAR 340-071-0220 (Standard Subsurface Systems) or for pressurized systems in OAR 340-071-0275 (Pressurized Distribution Systems).
(b) ATTs used in conjunction with approved disinfection and approved nitrogen reduction processes and approved for treatment standard 2 may be sited and sized as follows.
(A) On sites meeting the criteria for treatment standard 1 in subsection (a) of this section.
(B) In areas with a permanent water table, as specifications for sand filters in areas with a permanent water table in OAR 340-071-0290 (Conventional Sand Filter Systems) require.
(c) Any type of absorption area permitted for a sand filter system, including the gravel-less absorption method, may be permitted for an ATT system.
(9) Limited warranty. The ATT manufacturer must:
(a) Warrant all components of the ATT to be free from defects in material and workmanship for a minimum of two years from the date of installation; and
(b) Fulfill the terms of the warranty by repairing or exchanging any components that the manufacturer determines may be defective.
(10) Installation. ATTs must be installed under the manufacturer’s instructions and this division. The installer must be certified by the ATT manufacturer to install the system and provide written certification to the agent that the ATT component was installed under the manufacturer’s instructions and this rule.
(11) Sampling ports. A sampling port must be designed, constructed, and installed to provide easy access for collecting a free falling or undisturbed sample from the effluent stream. The sampling port may be located within the ATT or other system component (such as a pump chamber) if the wastewater stream being sampled is representative of the effluent stream from the ATT.
(12) Operation and maintenance standards. The owner of an ATT system must ensure the ATT and all components of the onsite system are properly operated and timely maintained or decommissioned and the effluent standards in section (3) of this rule are met.
(13) Owner’s manual. The designer of each onsite system using an ATT must provide a comprehensive owner’s manual prepared by the manufacturer or designer to the system owner, manufacturer’s representative, installer, and if requested, the agent before or at the time of installation. The manual may be a collection of individual system component manuals and must include information on system specifications, system installation, operation and maintenance, and troubleshooting and repair. The information must be presented in a manner the owner can easily understand.
(14) Service contracts.
(a) The owner of an ATT system must maintain a contract, under OAR 340-071-0130 (General Standards, Prohibitions and Requirements)(23), with a maintenance provider to serve and maintain the onsite system. A service contract must be entered before the system is installed and must be maintained until the system is decommissioned.
(b) A maintenance provider must be certified by the manufacturer to provide service on an ATT.
[NOTE: Publications: Publications referenced are available from the agency.]

Source: Rule 340-071-0345 — Alternative Treatment Technologies (ATTs), https://secure.­sos.­state.­or.­us/oard/view.­action?ruleNumber=340-071-0345.

340–071–0100
Definitions 340–071–0110
Purpose 340–071–0115
Technical Review Committee 340–071–0120
Jurisdiction and Policy 340–071–0130
General Standards, Prohibitions and Requirements 340–071–0135
Approval of New or Innovative Technologies, Materials, or Designs for Onsite Systems 340–071–0140
Onsite System Fees 340–071–0150
Site Evaluation Procedures 340–071–0155
Existing System Evaluation Report 340–071–0160
Permit Application Procedures — Construction, Installation, Alteration, and Repair Permits 340–071–0162
Permit Application Procedures — WPCF Permits 340–071–0165
Permit Denial Review — Construction-Installation, Repair, Alteration Permits 340–071–0170
Pre-Cover Inspections 340–071–0175
Certificate of Satisfactory Completion 340–071–0185
Decommissioning of Systems 340–071–0200
Prior Construction Permits or Approvals 340–071–0205
Authorization to Use Existing Systems 340–071–0210
Alteration of Existing Onsite Wastewater Treatment Systems 340–071–0215
Repair of Existing Systems 340–071–0220
Standard Subsurface Systems 340–071–0260
Alternative Systems, General 340–071–0265
Capping Fills 340–071–0275
Pressurized Distribution Systems 340–071–0280
Seepage Trench System 340–071–0285
Redundant Systems 340–071–0290
Conventional Sand Filter Systems 340–071–0295
Conventional Sand Filter Design and Construction 340–071–0302
Recirculating Gravel Filter (RGF) 340–071–0310
Steep Slope Systems 340–071–0315
Tile Dewatering System 340–071–0320
Split Waste Method 340–071–0325
Gray Water Waste Disposal Sumps 340–071–0330
Nonwater-Carried Systems 340–071–0335
Cesspools and Seepage Pits 340–071–0340
Holding Tanks 340–071–0345
Alternative Treatment Technologies (ATTs) 340–071–0360
Absorption Trenches in Saprolite 340–071–0400
Geographic Area Special Considerations. 340–071–0410
Rural Area Consideration 340–071–0415
For Cause Variances 340–071–0420
Hardship Variances 340–071–0425
Variance Officers 340–071–0430
Variance Hearings and Decisions 340–071–0435
Variance Permit Issuance, Inspections, Certificate of Satisfactory Completion 340–071–0440
Variance Appeals 340–071–0445
Variance Administrative Review 340–071–0460
Moratorium Areas 340–071–0500
Community Systems 340–071–0520
Large Systems 340–071–0600
Sewage Disposal Service Licenses 340–071–0650
Training and Certification Requirements for System Installers and Maintenance Providers 340–071–0800
Tables
Last Updated

Jun. 8, 2021

Rule 340-071-0345’s source at or​.us