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to Table of Contents Colville
Tribal Law and Order Code 2001 edition with 2002, 2003 and 2004 supplements TITLE
4 - NATURAL RESOURCES AND ENVIRONMENT, CH. 5
Construction and utilization of on-site wastewater treatment and disposal systems, also known as septic tank systems, affect water quality on the Colville Indian Reservation. The economy, health, safety and welfare of the people residing and doing business within the Colville Indian Reservation are affected by the construction and utilization of on-site wastewater treatment and disposal systems servicing both Indian and non-Indian people on trust and fee land within the Colville Reservation. Inadequate treatment and disposal of wastewater can contaminate and degrade water resources on which many people depend for domestic, agricultural, industrial, business, recreational and other uses. The existence of shallow groundwater, unacceptable soil percolation rates, steep slopes, shallow bedrock, silt and clay strata throughout much of the Colville Reservation together with anticipated population growth and business development on the Reservation require uniform planning, standards and permitting procedures in order to protect the quality of Reservation waters for current and future intended uses. The Colville Confederated Tribes have jurisdiction to enforce uniform on-site wastewater treatment and disposal system planning, standards and permitting procedures throughout the Colville Reservation in order to protect the economy, health, safety, and welfare of the Reservation population. 4-5-2 Territory Covered The provisions of this Chapter, to be known as the On-Site Wastewater Treatment and Disposal System Chapter, shall apply to all territory and waters of the Colville Indian Reservation. Every residence, place of business, other building or other place where persons congregate, reside, or are employed, in which plumbing fixtures are installed and to which a public sewer or other wastewater treatment and disposal system is not available and connected, shall be provided with an on-site sewage disposal system which shall be constructed, operated and maintained in accordance with this Chapter. 4-5-3 Administration The Public Works Department of the Colville Confederated Tribes shall administer this Chapter. Fees may be charged for permits and administration services provided under this Chapter in accordance with a Fee Schedule proposed by the Public Works Department and adopted by the Tribal Council. 4-5-4 Definitions For the purpose of this Chapter the following words and phrases shall have the meanings ascribed to them in this section. (b) "Approved" means acceptable by the Engineer and/or Department as stated in writing. (c) "Cover" means soil material that is used to cover a subsurface disposal area. (d) "Cuts and/or banks" means any naturally occurring or man formed slope which is greater than 100% (45º) and extends vertically at least five feet from the toe of the slope to the top of the slope as follows: *
Digitizer's Note: A diagram can be found in the original document.
Contact the National
Indian Law Library to access this diagram.
(e) "Department" means the Colville Confederated Tribes Public Works Department. ( f) "Design Manual" or "EPA Design Manual" means the document entitled "Design Manual: On-Site Wastewater Treatment and Disposal Systems," published by the U.S. Environmental Protection Agency, Report No. EPA 625-80-012 (October, 1980) as subsequently revised or modified. (g)"Experimental system" means any alternative on-site system for which guidelines have not yet been established by the Public Works Department. (h) "Groundwater" means subsurface water occupying the zone of saturation, permanently or seasonally (the top surface of which is commonly referred to as the water table), the indication of which may be demonstrated by one or all of the following methods: (2) Spots or blotches of different shades of color interspersed with a dominant color in soil, commonly referred to as mottling. This is caused by an intermittent period of saturation and drying and may be indicative of poor aeration and impeded drainage. (i) "Larger
on-site sewage system" means any on-site sewage system with design
flows, at any common point, greater than 3,500 gallons per day. (l)
"Percolation test" means a soil test performed according
to accepted engineering standards and otherwise in accordance with
this Chapter at the depth of the bottom of a proposed soil absorption
system to estimate the water absorption capability of the soil. The
results are normally expressed at the rate in minutes in which one
inch of water is absorbed. 4-5-5 Scope (a) No person shall occupy any building, dwelling, or other place of habitation unless adequate and sanitary facilities for the disposal of sewage shall have been provided therefore in conformance with the provisions of this Chapter. (b) Every building in which plumbing fixtures are installed and all premises having drainage piping therein and being located where no public sewer is available, shall be connected to an approved sewage disposal system. (c) No person shall construct, alter, repair, or extend, or cause to be constructed, altered, or extended, any on-site sewage disposal system contrary to the provisions of this Chapter. 4-5-6 Applicability This Chapter shall apply to all on-site sewage systems within the Colville Indian Reservation. Construction permits or other comparable approvals issued by the Indian Health Service, the Colville Confederated Tribes, Okanogan or Ferry Counties or the municipalities of Inchelium, Omak, Okanogan, Nespelem, Elmer City or Coulee Dam prior to the effective date of this Chapter are valid under this Chapter, Provided that this Chapter shall apply where its provisions are more stringent. 4-5-7 Alternative and Experimental Systems (a) Department may issue conditional permits for alternative and larger systems only after considering guidelines established by the National Sanitation Foundation and other technical resources and after a technical evaluation report has been obtained regarding the device or method for the device, method or system proposed for use. The Department shall include permit conditions which are reasonable in light of the guidelines and technical evaluation report. Any alternative and larger systems issued a permit must be in compliance with those guidelines and reports. Technical evaluation reports, monitoring and other reporting costs shall be included in the alternative and larger system permit fee. (b) If supportive theory and/or applied research exists, a limited number of specific experimental systems may be permitted. Prior to the installation of such a system, an experimental system permit shall be obtained from the Department. Costs for monitoring and reporting shall be included as part of the experimental system permit fee. The Department in its discretion may establish reporting requirements and a bond for system performance. (c) The use of an experimental system may be considered when: (2) The experimental system proposed is for new construction where it has been determined that an on-site sewage system meeting the requirement of this Chapter and regulations could be installed in the event of failure of the experiment. A recorded agreement shall exist stating that in the event of unsatisfactory performance or a failure to adequately monitor the system and submit the records to the Department, the Department may direct that use of the experimental system be discontinued and a new system meeting the requirements of this Chapter be installed at the earliest reasonable time considering the health effects. (e) Financial guarantees of installation and bonding may be required in the discretion of the Department as a condition of permitting for alternative larger and experimental systems. 4-5-8 Maintenance On-site sewage disposal systems shall be maintained in a manner to ensure compliance with this Chapter, including but not limited to section 4-5-19. 4-5-9 No Discharge to Waters or Ground Surface Untreated waste or effluent from any on-site sewage disposal system shall not be discharged to surface water or upon the surface of the ground or to groundwater by any means, including but not limited to underground injection, unless guidelines allowing such use have been developed and approved by the Department. 4-5-10 Connection to Public Sewer System Connection of any existing dwelling unit or other premises with a failing on-site sewage system shall be made to a public sewer system where there is an adequate public sewer system within two hundred (200) feet of the dwelling or other facility to be served as measured along the usual or most feasible route of access, and such connection is permitted by the sewer utility. As a condition to such connection, pretreatment of such effluent may be required by the Department in compliance with tribal or federal law. This requirement may be waived if such waiver is consistent with local sewer district regulations and the Department determines that adequate site conditions exist which allow the installation of a replacement on-site sewage system. 4-5-11 Larger On-Site Sewage Systems In cases where the maximum design flow of any on-site disposal system is greater than 3,500 gallons per day, review and approval of plans shall be conducted in substantial compliance with section 4-5-7. 4-5-12 Permits (a) It is unlawful to construct, install, repair, modify, or alter an on-site sewage disposal system without an on-site sewage disposal permit. The Department may require recertification of existing systems for use with new construction or remodeling. (b) On-site disposal permits may be issued to the owner of the property on which the on-site sewage disposal system is built and shall transfer automatically with transfers of ownership of the affected lands. (c) The Department shall establish a fee for issuance of an on-site sewage disposal permit or other matters. Such fee schedule shall be presented to the Colville Tribal Council for adoption. (d) Applications for an on-site sewage disposal permit shall be made to the Department, which may deny the application if it finds that the physical features of the property on which it is proposed to locate the system, or the design of the system, may not adequately protect the health and welfare of the Reservation population or the environmental quality of Reservation waters. (e) The fee for application review shall be stated in the Department’s fee schedule. (f) Applications for an on-site sewage disposal system permit shall be on a form approved by the Department and shall require at least the following: (2) Legal description of site and lot size; (3) Type of facility to be served (including number of bedrooms if a dwelling); (4) Preconstruction diagram depicting the location of structures and distance of proposed system to water supplies, surface water, banks, cuts, property lines, structures, and other improvements within two hundred and fifty (250) feet of the proposed system; (5) General topography of site; (6) Source of potable water; (7) Soil information describing nature and depths of soils and site constraints such as shallow bedrock, shallow soil, depth of groundwater at its highest point; (8) Percolation test date during periods of highest soil saturation; (9) Maximum system load in gallons per day; (10) Size of septic tank (length, width, depth and number of compartments) and location; (11) Location, length, depth of disposal system and field; (12) Dates of commencement and completion of system construction; (13) Approximate date for inspection of system in place but before it is covered. (g) Permits
for the construction of an on-site sewage disposal system shall expire
one year after the date issued unless the Department has approved the
system for operation.
*See Table IA, section 4-5-150, for soil types. (b) Any portion of a lot which is encumbered by an easement, or road, or canal, or is submerged for a total of ten (10) days per calendar year shall not be considered in computing lot area. Larger lot sizes may be required by the Department on the basis of the information submitted. Factors to be considered when determining lot size include, but are not limited to, the following: (2) Area drainage, lot drainage; (3) Proposed method of sewage disposal; (4) Slopes; (5) Topography, geology, and ground cover; (6) Individual and accumulated gross effects on water quality; (7) Reserve areas for additional subsurface disposal; and (8) Anticipated sewage volume. 4-5-15 Determination of Site Characteristics (a) Site characteristics shall be determined in accordance with Chapter 3 and Appendix A of the EPA Design Manual except where modified by or in conflict with this Chapter. (b) The textural classification of a soil shall be determined by using normal laboratory and/or percolation tests. The following table lists the specific soil textural classifications and soil type designations. The soil textures in Table 7-2 of the Design Manual references in subsection (1) of this section are amended as follows: Table IA SOIL TYPE DEFINITIONS FOR MINIMUM LOT SIZE
(c) All site evaluations shall be performed by or under the direct supervision of the department, Indian Health Service or tribal sanitariums, a registered sanitarium, professional engineer, registered soil scientist (American Registry of Certified Professional in Agronomy, Crops and Soils), or certified designer having knowledge and experience in the areas of soil and wastewater treatment and disposal. (d) All soil tests shall be conducted using the uniform procedures and terminology in Chapter 3, or Appendix A of the EPA Design Manual. (e) If sufficient information is not available concerning water table conditions, the Department may require that the soils analysis be performed during the months of suspected high water table conditions. 4-5-16 Subdivision and Individual Site Review (a) Subdivisions: preliminary tests for subdivision utilizing on-site sewage systems shall include at least one representative soil log per acre or tract or more as required by the Department. A reduced number of soil logs may be allowed if adequate soils information is available. (b)
Individual sites: at least one soil log shall be performed at
the site of each disposal area. This requirement may be waived by the
Department if adequate soils information is available. Additional soil
logs may be required where the soil characteristics vary. Table II DISTANCE IN FEET FROM SYSTEM COMPONENT
2) A reduced separation can be allowed by the Department if it can be demonstrated that the reduction will not have an adverse effect on water quality or the health, safety or welfare of the Reservation population. However, in no case shall the separation be less than seventy-five (75) feet. 3) Setbacks from surface waters shall be measured from the ordinary ranges of slope. * Privies will not be approved if water under pressure is supplied to the dwelling unless an approved greywater system is also installed. (b) SSAS shall not be permitted in areas where a minimum vertical separation of at least two (2) feet from bottom of the SSAS to a restrictive layer or water table cannot be maintained. 2 (c) On-site sewage systems shall not be located on slopes in excess of forty-five (45) percent (24º). Table III notes the required depths of original, undisturbed soil above a restrictive layer for various ranges of slope. 3 TABLE III REQUIRED SOIL DEPTH OF SLOPES
* The SSAS shall be sized using a maximum loading rate of 0.5 gallons per day per square foot of trench or bed-bottom area. (d) The area where the soil and site conditions are acceptable for the installation of a SSAS shall be maintained for the purpose of system replacement. Except where otherwise authorized by the Department, it shall consist of one hundred percent of the normally needed area. Where required by the Department, or requested by the applicant, installation of alternating or dual drain fields may be specified as an alternative to provision of a reserve area. Where required, an alternative device such as a valve or diversion box, will be place between the septic tank and the drain field lines. The alternating device must meet the approval of the Department and shall be of such construction that effluent shall not enter that portion of the drain field which is being rested. Use of the different portions of the drain field shall be on a scheduled basis, normally annually. Because of the alteration of rest and dosing cycles to the drain fields, each line may be reduced in length by up to twenty-five (25) percent from the requirement for a single line, subject to approval by the Department for alternative systems as set forth in section 4-5-7. (e) The site of the initial and replacement SSAS shall be selected and maintained so that it is free from encroachment by buildings and other structures. The area shall not be covered by an impervious material and shall not be subject to vehicular traffic or other activity which would adversely affect the soil. (f) Provisions shall be made to prevent flow or accumulation of surface water over the area where the on-site sewage system is located. (g) On-site sewage systems shall not be located on land forms which are unstable as determined by the Department. 4-5-18 Design (a) The detailed design and construction of all on-site sewage systems shall conform to the EPA Design Manual, except where modified by, or in conflict with, this Chapter. (b) The design for an on-site sewage system shall be performed by or under the supervision of a professional engineer, registered sanitarium or certified designer. A resident owner, at the discretion of the Department, may design his or her own system if a minimum vertical separation of four feet can be maintained. (c) The system shall be designed to receive all sanitary sewage and domestic waste from the building served unless otherwise approved by the Department. For establishments other than individual residences, the typical values noted in the Design Manual referred to in sections 4-5-4 (f) and 4-5-18 (a) shall be used. Any deviations shall be supported by appropriate water usage information and/or the use of low water use fixtures. Drainage from footing or roof drains or any other type of drain shall neither enter the sewage system nor be directed over the area where the on-site sewage system is located. (d) All septic tanks shall be designed in accordance with section 4-5-18(a). Moreover, where applicable the following additional requirements shall apply: (2) Intercompartmental apparatus shall be sanitary tees, slots, or baffles assuring that effluent only from the clarified zone passes into the next compartment. (3) Septic tanks to service single family residences shall have a minimum liquid capacity based on the number of bedrooms in the residence, as follows:
(4) Tanks meeting standards acceptable to the Department shall be approved for use pursuant to this Chapter. (5) All septic tanks and pump chambers to be located in high water table areas shall be adequately treated to preclude groundwater intrusion. TABLE IV
The
SSAS shall be sized according to the following Table:
* May be suitable without design modification if within 200 feet of surface water or if soils overlie an unconfirmed aquifer. (f) The installation and use of cesspools and seepage pits for the disposal of sewage is not permitted. (g) The bottom of a SSAS shall not be deeper than three feet below the finished grade except under special conditions approved by the Department. Under no circumstances shall the depth of a system exceed ten feet from finished grade. (h) Subsurface
absorption beds (see definition of SSAS) may be considered for use only
when authorized by the Department and when the soils are Type 1, 2 or
3. (2) On an interim use basis to handle emergency situations or to correct existing problem systems. 4-5-19 Septic Tank Pumping and Maintenance (a) The septic tank being used within the Colville Reservation on and after the effective date of this Chapter must be pumped and inspected at least once every two years by the septic tank pumper certified to do such work in accordance with this Chapter. It shall be the owner’s responsibility to have such system pumped and inspected at least once every two years in accordance with this Chapter. It shall be the owner’s responsibility to notify the Department when pumping and inspection have been completed in accordance with this Chapter. Such notification shall be in writing on a form approved by the Department. It shall be unlawful and it is declared to be a public nuisance endangering the health, safety, welfare and economy of the population of the Colville Indian Reservation to use or operate an on-site septic tank sewage disposal system that has not been pumped and inspected for more than two years contrary of this Chapter. (b) The Department may, upon prior application, grant writing waivers to subsection (1) above. Such waivers may extend the pumping and inspection period to five years when the Department finds that factors such as minimal use or other just cause do not require pumping every two years. If the factors upon which the waiver is granted change, the waiver may be revoked by the Department. (c) If the inspection called for in this section determines that the system is in need of repairs or is otherwise defective, the Department shall establish in writing the repairs or there changes that must be made together with a reasonable timetable. It shall be unlawful and it is declared to be a public nuisance to operate a system other than in compliance with the Department’s directives. 4-5-20 Construction, Installation or Repair (a) All systems except as noted shall be installed by a certified installer. (b) Nothing in this section shall prohibit owners from installing an individual on-site sewage system or making repairs or alterations on his or her own premises as long as all other requirements of these regulations are satisfied. The owner may not contract or hire a person or concern to perform that work unless that person is a certified installer as set forth in this section. (c) It shall be unlawful for any person to engage in the business of installing and /or repairing sewage waste disposal systems within the Colville Indian Reservation who does not possess a valid commercial installer’s license. Application for such license shall be made to the Department on forms provided by the Department. Such license may be denied by the Department, if it finds the applicant is not qualified to install and/or repair sewage disposal systems in accordance with this Chapter. (d)Any commercial installer’s license issued pursuant to these rules and regulations may be revoked by the Department for incompetence, negligence, misrepresentation, giving fraudulent information in making application for a license or permit, failure to comply with the requirements of this Chapter or revocation of the bond required herein or upon cancellation of such bond. (e) Any person feeling aggrieved because of the revocation or denial of this license by the Department may, within thirty (30) days of the revocation or denial appeal to the Colville Environmental Quality Commission from said revocation, and a hearing will be granted. (f) The Department may require the applicant for a commercial installer’s license to submit to a written and/or oral examination on installation regulations and standards. (g) Commercial Installer’s Surety Bond: Prior to the issuance of a commercial installer’s license the applicant must post a bond to the Department in a form approved by the Department in the sum of fifty thousand ($50,000) dollars, executed by a surety company duly authorized to do business in the State of Washington, or by two (2) good and sufficient sureties not connected in business with the applicant and approved by the Department. The said bond is to guarantee the faithful performance of all work undertaken to be done under the provisions of this Chapter. Any person who may be damaged by the wrongful act of the licensee, by the licensee’s failure to perform any contracted work, or by the licensee’s failure to perform in a workmanlike manner, may sue upon said bond for damages in a sum not exceeding fifty thousand ($50,000) dollars. This remedy shall be in addition to any other remedies available to such injured person and is not to be construed as an exclusive remedy. (h) State Bonding of Commercial Installers: Confirmation of the applicant for a Commercial Installer’s License that the applicant is currently bonded by way of "Registration and Bonding: under sections 18.27.010 and 17.27.040, Revised Code of Washington, may be accepted as fulfilling the requirement for a Commercial Installer’s Surety Bond under this Chapter, except that where such State laws are inconsistent herewith, this Chapter shall control. 4-5-21 Septic Tank Pumpers and Disposal of Septic Tank Wastes (a) Permit
Required: It shall be unlawful for any person, firm or corporation
to clean any septic tank, cesspool, or seepage pit, or other means of
disposal without first obtaining a registration permit from the Department. 1(note: "Al" in original 1/16/00) (d) Any septic tank pumper’s license issued pursuant to this Chapter may be revoked by the Department for incompetence, negligence, misrepresentation, giving fraudulent information in making application of filing of reports or failure to comply with the requirements of this Chapter or applicable federal laws and regulations or revocation of the bond as required herein or upon cancellation of such bond.(e) Equipment Approval Required: The applicant must furnish his equipment for inspection by the Department at reasonable times. The equipment must meet the following minimum requirements: (2) Truck equipment must be designed to adequately control effluent disposal from the truck to manholes or other receiving stations. (3) All equipment must be in good repair and of easily cleanable construction. (4) The effluent capacity of the truck holding tank(s) must be a minimum of 1,000 gallons. (5) The name and address of the operating firm shall be conspicuously displayed on both sides of the truck in bold letters not less than three (3) inches high for firm name and not less than two (2) inches high for other information. (6) All equipment and premises must be maintained and left in a clean and sanitary manner. (g) Septic tank pumpers shall submit quarterly in writing on a form approved by the Department the following minimum information: (2) Gallons disposed of at each authorized site; (3) Statistics on disposal site maintenance; (B) Maintenance problems; (4) Any additional information required by the Department; (5) Said report shall be submitted a minimum of fifteen (15) days after each calendar quarter. 4-5-22 Enforcement Policy It is the policy of this Chapter to encourage informal, practical, result-orientated resolution of alleged violations and actions needed to prevent damage to Reservation resources or harm to the health, safety or welfare of the Reservation population. It is also the policy of this Chapter, consistent with the principles of due process, to provide effective procedures for enforcement. This Chapter provides the following enforcement procedures: informal conferences; Notices to Comply; Stop Work Orders; corrective actions by the Department; civil penalties; injunctions and other civil administrative and judicial relief. The enforcement procedure used in any particular case shall be appropriate in view of the nature and extent of the violation or the damage or risk to Reservation resources and the health, safety and welfare of the Reservation population and the degree of bad faith or good faith of the persons involved. 4-5-23 Informal Conferences (a) Opportunity Mandatory: The Department shall afford the landowner or his representative reasonable opportunities to discuss proposed enforcement actions at an informal conference prior to taking further enforcement action, unless the Department determines that there may be either imminent environmental damages to a Reservation resource or adverse impact upon the health, safety and welfare of the Reservation population. Informal conferences may be used at any stage in enforcement proceedings, except that the Department may refuse to conduct informal conferences with respect to any matter then pending before the Colville Environmental Quality Commission or the Colville Tribal Court. (b) Reports Required: Department personnel in attendance at informal conference shall keep written notes of the date and place of the conference, the persons in attendance, the subject matter discussed, and any decisions reached with respect to further enforcement action. (c) Records Available: Copies of written notes shall be sent to each participant in the conference, be kept in the Department files until one (1) year after final action on the application involved, and be open to public inspection.
(2) The relevant provisions of this Chapter relating thereto; (3) The right of the landowner to a hearing before the Department; and 4) The specific course of action ordered by the Department to be followed by the landowner to correct such failure to comply and to prevent, correct and/or compensate for material damage to Reservation resources or harm to the Reservation population which resulted from any violation, unauthorized deviation, or willful or negligent disregard for potential damage to a Reservation resource; and/or those courses of action necessary to prevent continuing damage to Reservation resources or harm to the Reservation population where the damage is resulting from any violations, unauthorized deviation, or negligence. 4-5-25 Stop Work Order—Grounds—Contents—Procedure—Appeals (a) The Department shall have the authority to serve a Stop Work Order upon a landowner if the Department determines that such landowner has violated either the provisions of this Chapter or the approved permit and that immediate action on the part of the Department is necessary to prevent or abate material damage to Reservation resources or harm to the health and welfare of the Reservation population. (b) The Stop Work Order shall set forth: (2) An order to stop all work connection with the violation, deviation, damage, or potential damage; (3) The specific course of action needed to correct such violation or deviation or to prevent damage and to correct and/or compensate for damage to Reservation resources which has resulted from any violation, unauthorized deviation, or willful or negligent disregard for potential damage to a Reservation resource or potential harm to the Reservation population; and/or those courses of action necessary to prevent continuing damage to Reservation resources or harm to the Reservation population where the damage is resulting from any violation, unauthorized deviation, or negligence; and (4) The right of the landowner to a hearing before the Colville Environmental Quality Commission. (c) The
Department shall immediately file a copy of such order with the Colville
Environmental Quality Commission and mail a copy thereof to the landowner
at the addresses shown on the permit. The landowner may commence an
appeal to the Colville Environmental Quality Commission within fifteen
(15) days after service upon the landowner. If such appeal is commenced,
a hearing shall be held not more than twenty days after copies of the
Notice of Appeal were filed with the Colville Environmental Quality
Commission. The landowner shall comply with the order of the Department
immediately upon being served, but the Colville Environmental Quality
Commission, if requested, shall have authority to continue or discontinue
in whole or in part the order of the Department under such conditions
as it may impose pending the outcome of the proceeding. 4-5-35 Severability If any provision of this Chapter or the application thereof, to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications of this Chapter which can be given effect without the invalid provision or application, and to this end, the provisions of this Chapter are declared to be severable. (Chapter 4-5 Adopted 1/18/85, Resolution 1985-20) Back to Top |