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Colville Tribal Law and Order Code

2001 edition with 2002, 2003 and 2004 supplements



TITLE 4 - NATURAL RESOURCES AND ENVIRONMENT, CH. 8-9


CHAPTER 4-1 FISH, WILDLIFE AND RECREATION
CHAPTER 4-2 WATERCRAFT REGISTRATION
CHAPTER 4-3 LAND USE AND DEVELOPMENT
CHAPTER 4-4 CULTURAL RESOURCES PROTECTION
CHAPTER 4-5 ON-SITE WASTEWATER TREATMENT AND DISPOSAL
CHAPTER 4-6 MINING PRACTICES WATER QUALITY
CHAPTER 4-7 FOREST PRACTICES WATER QUALITY
CHAPTER 4-8 WATER QUALITY STANDARDS
CHAPTER 4-9 HYDRAULICS PROJECT PERMITTING
CHAPTER 4-10 WATER USE AND PERMITTING
CHAPTER 4-11 RANGELAND MANAGEMENT
CHAPTER 4-12 FOREST PROTECTION
CHAPTER 4-13 SOLID WASTE
CHAPTER 4-14 WILD HORSES
CHAPTER 4-15 SHORELINE MANAGEMENT
CHAPTER 4-16 HAZARDOUS SUBSTANCE CONTROL
CHAPTER 4-17 PUBLIC FACILITIES FINANCING
CHAPTER 4-18 INTERIM CONTROL CHAPTER TO REGULATE THE CONSTRUCTION/OPERATION OF AIR EMISSION SOURCES DECLARATION AND DEFINITIONS
CHAPTER 4-19 FIRE MANAGEMENT


CHAPTER 4-8 WATER QUALITY STANDARDS

4-8-1 Findings

(a) The Colville Confederated Tribes have a primary interest in the protection, control, conservation, and utilization of the water resources of the Colville Indian Reservation. It is the purpose of this Chapter to establish Tribal Water Quality Standards for the surface waters and ground waters located within the exterior boundaries of the Colville Indian Reservation. The quality of all surface and groundwater on the Reservation shall be protected to insure the health, economic, aesthetic and cultural well being of all people residing upon the Colville Indian Reservation.

(b) The human activities and factors which may adversely affect the quality of surface and ground waters on the Colville Indian Reservation and the natural resources which they support shall be regulated to protect and maintain the high quality of such waters and preserve their continued domestic, agricultural, industrial, recreational, cultural and other beneficial uses. The economy, health, safety and welfare of the people residing and doing business on the Colville Indian Reservation may be adversely affected by human activities carried out by both Indian and non-Indian people on trust and fee land within the Colville Indian Reservation. Inadequate control of such activities can contaminate and degrade surface and groundwater resources on which many people depend for domestic, agricultural, industrial, business, recreational, cultural and other uses.

(c) The Colville Confederated Tribes have jurisdiction to enforce Tribal Water Quality Standards in order to protect the economy, health, safety and welfare of the Reservation community.


4-8-2 Territory Covered

The provisions of this Chapter, known as the Water Quality Standards Chapter of the Colville Law and Order Code, shall apply to all surface and groundwaters of the Colville Indian Reservation. Every human activity taking place on the Colville Indian Reservation which may affect the quality of the surface and groundwater resources of the Reservation shall be subject to the provisions of this Chapter.


4-8-3 Administration

The Hydrology Department of the Colville Confederated Tribes shall administer this Chapter. From time to time, and as it deems appropriate, the Department may recommend that the Business Council amend this Chapter. The Hydrology Department may propose that the Business Council adopt a Fee Schedule for the purpose of establishing fees which may be charged for permits and other administrative services provided by the Department under this Chapter.


4-8-4 Definitions

(a) "Background conditions" means the biological, chemical, and physical conditions of a water body, upstream from the point or non-point source of any discharge under consideration. Background sampling location in an enforcement action would be upstream from the point of discharge, but not upstream from other inflows. If several discharges to any water body exist, and enforcement action is being taken for possible violations to the standards, background sampling would be undertaken immediately upstream from each discharge.

(b) "Best Management Practices" or "BMPs" means a generic term describing minimum acceptable land use practice required to meet applicable Water Quality Standards.

(c) The "Colville Environmental Quality Commission" or "CEQC" means the environmental policy making and environmental administrative appellate body of the Colville Confederated Tribes.

(d) "Ceremonial and Religious water use" means activities involving traditional Native American spiritual practices which involve, among other things, direct contact with water.

(e) "Council" or "Tribal Council" means the Colville Business Council of the Colville Confederated Tribes.

(f) "Department" means the Hydrology Department of the Colville Confederated Tribes.

(g) "Director" means the Director of the Hydrology Department, also referred to as the Water Administrator.

(h) "EPA" means the US Environmental Protection Agency. (i) "Fecal coliform" means that portion of the coliform group which is present in the intestinal tracts and feces of warm-blooded animals as detected by the product of acid or gas from lactose in a suitable culture medium within twenty-four (24) hours at 44.5 plus or minus 0.2 degrees Celsius.

(j) "Geometric mean" means the nth root of a product of n factors.

(k) "Ground water" means all water occurring below the ground surface within the exterior boundaries of the Colville Indian Reservation including but not limited to unconfined, semi-confined, and confined aquifers and all other water occurring within subsurface geologic formations, rock, and soil.

(l) "Mean detention time" means the time obtained by dividing a reservoir's mean annual minimum total storage by the thirty (30) day, ten (10) year low-flow from the reservoir.

(m) "Non-point source" means any source contributing to water quality degradation where that degradation cannot be accounted for by any point source, including but not limited to, runoff from agriculture, silviculture, construction, and mining.

(n) "Permit" means a document issued by a public body which specifies waste treatment and control requirements and waste discharge conditions.

(o) pH" means the negative logarithm of the hydrogen ion concentration.

(p) "Person" means any individual; association of individuals; partnership; private, public, tribal, or municipal corporation; tribal enterprise; company; business enterprise; any county, tribal, federal, state, or local government; or any governmental entity.

(q) "Point source" means any discernible, confined and discrete conveyance, including but not limited to any pipe, ditch, channel, tunnel, conduit, well, discreet fissure, container, rolling stock, concentrated animal feeding operation, or vessel or other floating craft, from which pollutants are or may be discharged.

(r) "Pollutant" includes but is not limited to dredged spoil, soil, slurry, solid waste, incinerator residue, sewage, sewage and industrial sludge, garbage and trash, chemical waste, biological nutrient, biological material, radioactive material, heat, discarded equipment, material and plant matter, rock, sand, gravel, mine tailings, discarded containers, and all other industrial, municipal or agricultural waste.

(s) "Pollution" means artificially made or induced change in the chemical, physical or radiological characteristics of water.

(t) "Primary contact recreation" means activities where a person would have direct contact with water to the point of complete submergence, including but not limited to skin diving, swimming, and water skiing.

(u) "Reservation" means the Colville Indian Reservation established on July 2, 1872 by Executive Order containing 1,389,000 acres more or less.

(v) "Reservation population" means all persons who reside on or otherwise conduct business or other activities on any lands, whether trust or fee, within the exterior boundaries of the Colville Indian Reservation.

(w) "Reservation resources" or "Reservation environment" means land, surface and ground water, fish, biota, plants, animals, air, wildlife and capital improvements on the Colville Indian Reservation.

(x) "Secondary contact recreation" means activities where a person's water contact would be limited to the extent that bacterial infections of eyes, ears, respiratory or digestive systems or urogenital areas would normally be avoided (such as wading or fishing).

(y) "Surface water" means all water above the surface of the ground within the exterior boundaries of the Colville Indian Reservation including but not limited to lakes, ponds, reservoirs, artificial impoundments, streams, rivers, springs and seeps.

(z) "Temperature" means water temperature expressed in degrees Celsius (ºC).

(aa) "Tribe" means the Colville Confederated Tribes.

(bb) "Tribal Water Quality Standards," "Water Quality Criteria," or "Water Quality Standards" means the numerical quantification of specific regulatory parameters to protect ambient surface and ground water quality provided for by this Chapter.

(cc) "Turbidity" means the clarity of water expressed as nephelometric turbidity units (NTU) and measured with a calibrated turbidimeter.

(dd) "Wildlife habitat" means the waters and surrounding land areas of the Reservation used by fish, other aquatic life and wildlife at any stage of their life history or activity.


4-8-5 General Considerations

The following general guidelines shall apply to the Water Quality Standards and classifications set forth in sections 4-8-6 through 4-8-8. (a) At the boundary between waters of different classifications, the Water Quality Standards for the higher classification shall prevail.

(b) The Water Quality Standards herein established shall not apply within an authorized dilution zone adjacent to or surrounding a wastewater discharge.

(c) Waste discharge permits will not be issued which would allow violations of Tribal Water Quality Standards.
(1) However, persons discharging wastes in compliance with the terms and conditions of permits shall not be subject to civil penalties on the basis that the discharge violated Tribal Water Quality Standards.

(2) Permits shall be subject to modification by the Department whenever it appears to the Department that the discharge may violate Tribal Water Quality Standards. Modifications of permits, as provided herein, shall be subject to the same administrative review procedures as originally issued permits.

(d) Non-Point Sources and Tribal Water Quality Standards: (1) It is recognized that many activities not subject to a waste discharge permit system are now taking place within the Reservation and it is further recognized that such activities may be in conflict with applicable Tribal Water Quality Standards until such time as a regulatory program is in place to control such non-permitted activities. Any such regulatory program shall provide methods or means whereby such activities shall comply with Tribal Water Quality Standards. Person conducting non-point source activities for which a regulatory program may be developed may however, not be subject to civil sanctions for violation of Tribal Water Quality Standards if such activities are either: (A) Conducted in accordance with applicable best management practices set forth by the Tribe; or

(B) Subject to and in compliance with any regulatory order(s) issued by the Department.

(2) Best management practices or regulatory orders described in subsection 4-8-5(d)(1) shall be subject to modification by either the Council or the Department whenever it appears that the discharge may violate Tribal Water Quality Standards. Modification of best management practices or regulatory orders, as provided herein, shall be subject to the same administrative review procedures as the originally issued best management practices or regulatory orders. (e) The Water Quality Standards herein established for the total dissolved gas shall not apply when the stream flow exceeds the seven (7) day, ten (10) year frequency flood.

(f) The total area and/or volume of a receiving water assigned to a dilution zone shall be as described in a valid discharge permit as needed and shall be limited to that which will:

(1) Not cause acute moralities or sport, food, or commercial fish and shellfish species of established biological communities within populations or important species to a degree which damages the ecosystem; and

(2) Not diminish aesthetic values or other beneficial uses disproportionately.


(g) The antidegradation policy of the Tribe, which is a regulatory requirement of this Chapter shall be applicable to all surface and ground waters of the Reservation. The antidegradation policy provides that:
(1) Existing beneficial uses shall be maintained and protected and no further degradation which would interfere with or become injurious to existing beneficial uses shall be allowed.

(2) No further degradation of any surface or ground waters lying within areas designated as unique water quality management areas shall be allowed.

(3) Whenever surface or ground waters are in fact of a higher quality than provided for by applicable Water Quality Standards, the existing higher water quality shall be protected. Wastes, other materials, and substances which may reduce the existing quality of such surface or ground waters shall not be allowed to enter such waters. Except that the Department may allow such wastes, other materials, and substances to be placed in such waters in those instances where:

(A) It is clear that overriding considerations of the public interest will be served thereby, and

(B) All wastes and other materials and substances proposed for discharge into the said waters shall have first been subject to all known, available, and reasonable methods of treatment prior to such discharge.

(4) Whenever the natural conditions of surface or ground waters in their unaltered state and not affected by human activity are of a lower quality than the Water Quality Standards assigned thereto by this Chapter, the natural conditions shall constitute the applicable Water Quality Standards.

(5) The criteria and special conditions established in sections 4-8-6 through 4-8-8 may be modified for a specific water body, on a temporary basis not to exceed sixty (60) days, when necessary to accommodate essential activities, respond to emergencies, or to otherwise protect the public interest. Such modification may for good cause be extended for an additional sixty (60) days. All such modifications shall be issued in writing by the Director or his designee subject to such terms and conditions as he or she may prescribe. The aquatic application of herbicides which may result in water use restrictions shall be considered an activity for which a temporary modification may generally be issued subject to conditions specified by the Department.

(6) No degradation of water quality shall be allowed if such degradation may interfere with or become injurious to existing water uses or may cause long-term or irreparable harm to the Reservation environment.

(7) No waste discharge permit shall be issued for any proposed discharge which may violated established Water Quality Standards, except as provided for under section 4-8-9(c).

(h) In applying Water Quality Standards the Department shall give due consideration to the precision and accuracy of the sampling and analytical methods used as well as existing conditions at the time.

(i) The analytical testing methods used to measure or otherwise evaluate Water Quality Standards shall to the extent practicable, be in accordance with the most recent editions of "Standard Methods for the Examination of Water and Wastewater," published by the American Public Health Association, American Water Works Association, and the Water Pollution Control Federation, and "Methods for Chemical Analysis of Water and Wastes," published by the EPA, and other or superseding methods published and/or approved by the Department following consultation with and concurrence of the EPA.

(j) Deleterious concentrations of radioactive materials for all classes shall be as determined by the lowest practicable concentration attainable and in no case shall exceed EPA Drinking Water Regulations for radionuclides, as published in the Federal Register of July 9, 1976, or subsequent revisions thereof.

(k) Deleterious concentrations of toxic, or other non-radio-active materials, shall be determined by the Department in consideration of the "Quality Criteria for Water," published by EPA in 1976, and as revised, as an authoritative source for criteria and/or other relevant information.

(l) Nothing in this Chapter shall be interpreted to prohibit the establishment of effluent limitations for the control of the thermal component of any discharge in accordance with Section 316 of the Federal Clean Water Act (P.L. 95-217 as amended).

4-8-6 General Water Use and Criteria Classes


The following criteria shall apply to the various classes of surface waters on the Colville Indian Reservation:
(a) Class I (Extraordinary):

(1) General characteristics: Water quality of this class shall markedly and uniformly exceed the requirements for all or substantially all uses.

(2) Characteristic uses: Characteristic uses may included, but not be limited to, the following:

(A) Water supply (domestic, industrial, and agricultural).

(B) Stock watering.

(C) Fish and shellfish: Salmonid migration, rearing, spawning, and harvesting; other fish migration, rearing, spawning, and harvesting.

(D) Ceremonial and religious water use.

(E) Recreation (primary contact recreation, sport fishing, boating and aesthetic enjoyment).

(F) Commerce and navigation.

(3) Water quality criteria:

(A) Fecal coliform organisms - freshwater: Fecal coliform organisms shall not exceed a geometric mean value of 50 organisms/100 mL, with not more than ten (10%) percent of samples exceeding 100 organisms/100 ml

(B) Fecal coliform organisms - saline water: Fecal coliform organisms shall not exceed a geometric mean value of 14 organisms/100mL, with not more than ten (10%) percent of samples exceeding 43 organisms/100mL.

(C) Dissolved oxygen - freshwater: Dissolved oxygen shall exceed 9.5 mg/L.

(D) Dissolved oxygen - saline water: Dissolved oxygen shall exceed 7.0 mg/L. When natural conditions, such as upwelling, occur, causing the dissolved oxygen to be depressed near or below 7.0 mg/L, natural dissolved oxygen levels can be degraded by up to 0.2 mg/L by man-caused activities.

(E) Total dissolved gas shall not exceed one hundred-ten (110%) percent of saturation at any point of sample collection.

(F) Temperature shall not exceed 16.0ºC (freshwater) and 13.0ºC (saline water) due to human activities. Temperature increases shall not, at any time, exceed t=23/(T+5) (freshwater) or t=8/(T-4) (saline water).

(i) When natural conditions exceed 16.0ºC (freshwater) and 13.0ºC (saline water), no temperature increase will be allowed which will raise the receiving water temperature by greater than 0.3ºC.

(ii) For purposes hereof, "t" represents the permissive temperature change across the dilution zone; and "T" represents the highest existing temperature in this water classification outside of any dilution zone.

(Iii) Provided that temperature increase resulting from non-point source activities shall not exceed 2.8ºC, and the maximum water temperature shall not exceed 16.3ºC (freshwater).

(G) pH shall be within the range of 6.5 to 8.5 (freshwater) or 7.0 to 8.5 (saline water) with a man-caused variation within a range of less than 0.5 units.

(H) Turbidity shall not exceed 5 NTU over background turbidity when the background turbidity is 50 NTU or less, or have more than a 10 percent increase in turbidity when the background turbidity is more than 50 NTU.

(I) Toxic, radioactive, or deleterious material concentrations - shall be below those of public health significance, or which may cause acute or chronic toxic conditions to the aquatic biota, or which may adversely affect any water use.

(J) Aesthetic values shall not be impaired by the presence of materials or their effects, excluding those of natural origin, which offend the senses of sight, smell, touch, or taste.

(b) Class II (Excellent):

(1) General characteristics: Water quality of this class shall meet or exceed the requirements for all or substantially all uses.

(2) Characteristic uses: Characteristic uses may include but not be limited to the following:

(A) Water supply (domestic, industrial, and agricultural).

(B) Stock watering.

(C) Fish and shellfish: Salmonid migration, rearing, spawning, and harvesting; other fish migration, rearing, spawning, and harvesting; crayfish rearing, spawning, and harvesting.

(D) Wildlife habitat.

(E) Ceremonial and religious water use.

(F) Recreation (primary contact recreation, sport fishing, boating and aesthetic enjoyment).

(G) Commerce and navigation

(3) Water quality criteria:

(A) Fecal coliform organisms - freshwater: Fecal coliform organisms shall not exceed a geometric mean value of 100 organisms/100 ml, with not more than ten (10%) percent of samples exceeding 200 organisms/100 ml

(B) Fecal coliform organisms - saline water: Fecal coliform organism shall not exceed a geometric mean value of 14 organisms/100 ml, with not more than ten (10%) percent of samples exceeding 43 organisms/100 ml

(C) Dissolved oxygen - freshwater: Dissolved oxygen shall exceed 8.0 mg/L.

(D) Dissolved oxygen - saline water: Dissolved oxygen shall exceed 6.0 mg/L. When natural conditions, such as upwelling occur causing the dissolved oxygen to be depressed near or below 6.0 mg/L, natural dissolved oxygen levels can be degraded by up to 0.2 mg/L by man-caused activities.

(E) Total dissolved gas shall not exceed one hundred-ten (110%) percent of saturation at any point of sample collection.

(F) Temperature shall not exceed 18.0ºC (freshwater) or 16.0ºC (saline water) due to human activities. Temperature increases shall not, at any time, exceed t=28 / (T+7) (freshwater) or t-12 / (T-2) (saline water).

(i) When natural conditions exceed 18.0ºC (freshwater) and 16.0ºC (saline water), no temperature increase will be allowed which will raise the receiving water temperature by greater than 0.3ºC.

(ii) For purposes hereof, "t" represents the permissive temperature change across the dilution zone; and "T" represents the highest existing temperature in this water classification outside of any dilution zone.

(Iii) Provided that temperature increase resulting from non-point source activities shall not exceed 2.8ºC and the maximum water temperature shall not exceed 18.3ºC (freshwater).

(G) pH shall be within the range of 6.5 to 8.5 (freshwater) or 7.0 to 8.5 (saline water) with a man-caused variation within a range of less than 0.5 units.

(H) Turbidity shall not exceed 5 NTU over background turbidity when the background turbidity is 50 NTU or less, or have more than a 10 percent increase in turbidity when the background turbidity is more than 50 NTU.

(I) Toxic, radioactive, or deleterious material concentrations - shall be below those of public health significance, or which may cause acute or chronic toxic conditions to the aquatic biota, or which may adversely affect any water use.

(J) Aesthetic values shall not be impaired by the presence of materials or their effects, excluding those of natural origin, which offend the senses of sight, smell, touch, or taste.

(c) Class III (Good):

(1) General characteristics: Water quality of this class shall meet or exceed the requirements for most uses.

(2) Characteristic uses: Characteristic uses may include but not be limited to, the following:

(A) Water supply (industrial, agricultural).

(B) Stock watering.

(C) Fish and shellfish: salmonid migration, rearing, spawning, and harvesting; other fish migration, rearing, spawning, and harvesting; crayfish rearing, spawning, and harvesting.

(D) Wildlife habitat.

(E) Recreation (secondary contact recreation, sport fishing, boating and aesthetic enjoyment).

(F) Commerce and navigation.

(3) Water quality criteria:

(A) Fecal coliform organisms - freshwater: Fecal coliform organisms shall not exceed a geometric mean value of 200 organisms/100mL, with not more than 10 percent of samples exceeding 400 organisms/100 ml

(B) Fecal coliform organisms - saline water: Fecal coliform organisms shall not exceed a geometric mean value of 100 organisms/100 ml, with not more than 10 percent of samples exceeding 200 organisms/100 ml

(C) Dissolved oxygen - freshwater: Dissolved oxygen shall exceed 6.5 mg/L.

(D) Dissolved oxygen - saline water: Dissolved oxygen shall exceed 5.0 mg/L. When natural conditions, such as upwelling, occur, causing, the dissolved oxygen to be depressed near or below 5.0 mg/L, natural dissolved oxygen levels can be degraded by up to 0.2 mg/L by man-caused activities.

(E) Total dissolved gas shall not exceed 110 percent of saturation at any point of sample collection.

(F) Temperature shall not exceed 21.0ºC (freshwater) or 19.0ºC (saline water) due to human activities. Temperature increases shall not, at any time, exceed t=34/(T+9) (freshwater) or t=16/T (saline water).

(i) When natural conditions exceed 21.0ºC (freshwater) and 19.0ºC (saline water), no temperature increase will be allowed which will raise the receiving water temperature by greater than 0.3ºC.

(ii) For purposes hereof, "t" represents the permissive temperature change across the dilution zone; and "T" represents the highest existing temperature in this water classification outside of any dilution zone.

(Iii) Provided that temperature increase resulting from non-point source activities shall not exceed 2.8ºC, and the maximum water temperature shall not exceed 21.3ºC (freshwater).

(4) pH shall be within the range of 6.5 to 8.5 (freshwater) or 7.0 to 8.5 (saline water) with a man-caused variation with a range of less than 0.5 units.

(A) Turbidity shall not exceed 10 NTU over background turbidity when the background turbidity is 50 NTU or less, or have more than a 20 percent increase in turbidity when the background turbidity is more than 50 NTU.

(B) Toxic, radioactive, or deleterious material concentrations shall be below those which adversely affect public health during characteristic uses, or which may cause acute or chronic toxic conditions to the aquatic biota, or which may adversely affect characteristic water uses.

(C) Aesthetic values shall not be reduced by dissolved, suspended, floating, or submerged matter not attributed to natural causes, so as to affect water use or taint the flesh of edible species.

(d) Class IV (Fair):

(1) General characteristics: Water quality of this class shall meet or exceed the requirements of selected and essential uses.

(2) Characteristic uses: Characteristic uses may include but not be limited to, the following:

(A) Water supply (industrial).

(B) Stock watering.

(C) Fish (salmonid and other fish migration).

(D) Recreation (secondary contact recreation, sport fishing, boating and aesthetic enjoyment).

(E) Commerce and navigation.

(3) Water quality criteria:

(A) Fecal coliform organisms shall not exceed a geometric mean value of 200 organism/100 ml, with not more than 10 percent of samples exceeding 400 organisms/100 ml

(B) Dissolved oxygen shall exceed 4.0 mg/L, natural dissolved oxygen levels can be degraded by up to 0.2 mg/L by man-caused activities.

(C) Temperature shall not exceed 22.0ºC due to human activities. Temperature increases shall not, at any time, exceed t=20/(T+2).

(i) When natural conditions exceed 22.0ºC, no temperature increase will be allowed which will raise the receiving water temperature by greater than 0.3ºC.

(ii) For purposes hereof, "t" represents the permissive temperature change across the dilution zone; and "T" represents the highest existing temperature in this water classification outside of any dilution zone.

(D) pH shall be within the range of 6.5 to 9.0 with a man-caused variation within a range of less than 0.5 units.

(E) Turbidity shall not exceed 10 NTU over background turbidity when the background turbidity is 50 NTU or less, or have more than a 20 percent increase in turbidity when the background turbidity is more than 50 NTU.

(F) Toxic, radioactive, or deleterious material concentrations shall be below those which adversely affect public health during characteristic uses, or which may cause acute or chronic toxic conditions to the aquatic biota, or which may adversely affect characteristic water uses.

(G) Aesthetic values shall not be interfered with by the presence of obnoxious wastes, slimes, aquatic growths, or materials which will taint the flesh of edible species.

(e) Lake Class:

(1) General characteristics: Water quality of this class shall meet or exceed the requirements for all or substantially all uses.

(2) Characteristic uses: Characteristic use may include but not be limited to, the following:

(A) Water supply (domestic, industrial, and agricultural);

(B) Stock watering;

(C) Fish and shellfish: Salmonid migration, rearing, spawning, and harvesting; other fish migration, rearing spawning, and harvesting; crayfish rearing, spawning and harvesting;

(D) Wildlife habitat;

(E) Ceremonial and religious water use.

(F) Recreation (primary contact recreation, sport fishing, boating and aesthetic enjoyment).

(G) Commerce and navigation.

(3) Water quality criteria:

(A) Fecal coliform organisms shall not exceed a geometric mean value of 50 organisms/100 ml, with not more than 10 percent of samples exceeding 100 organisms/100 ml

(B) Dissolved oxygen - no measurable decrease from natural conditions.

(C) Total dissolved gas shall not exceed 110 percent of saturation at any point of sample collection.

(D) Temperature - no measurable change from natural conditions.

(E) pH - no measurable change from natural conditions.

(F) Turbidity shall not exceed 5 NTU over background conditions.

(G) Toxic, radioactive, or deleterious material concentrations shall be less than those which may affect public health, the natural aquatic environment, or the desirability of the water for any use.

(H) Aesthetic values shall not be impaired by the presence of materials or their effects, excluding those of natural origin, which offend the senses of sight, smell, touch, or taste.

(f) Special Resource Water Class (SRW):

(1) General characteristics: Water quality of this class will be varied and unique as determined by the Department. These are fresh or saline waters which comprise a special and unique resource to the Reservation.

(2) Characteristic uses: Characteristic uses may include but not be limited to, the following:

(A) Wildlife habitat.

(B) Natural food chain maintenance.

(3) Water quality criteria:

(A) Fecal coliform organisms shall not exceed natural conditions.

(B) Dissolved oxygen - no measurable decrease from natural conditions.

(C) Total dissolved gas shall not vary from natural conditions.

(D) Temperature - no measurable change from natural conditions.

(E) pH - no measurable change from natural conditions.

(F) Turbidity shall not exceed 5 NTU over background conditions.

(G) Toxic, radioactive, or deleterious material concentrations shall not exceed those found in the state of nature.

(H) Aesthetic values shall not be impaired by the presence of materials of their effects, excluding those of natural origin, which offend the senses of sight, smell, touch, or taste.


4-8-7 General Classifications

General classifications applying to various surface water bodies not specifically classified under section 4-8-8 are as follows: (a) All unclassified surface waters that are tributaries to Class I waters are classified Class I.

(b) Except for those specifically classified otherwise, all lakes of less than 2000 mg/L TADS and their feeder streams on the Colville Indian Reservation are classified as Lake Class and Class I, respectively.

(c) All lakes on the Colville Indian Reservation with average TADS levels equal or exceeding 2000 mg/L and their feeder streams are classified as Class I Saline and Class I respectively unless specifically classified otherwise.

(d) All reservoirs with a mean detention time of greater than fifteen (15) days are classified Lake Class.

(e) All reservoirs with a mean detention time of fifteen (15) days or less are classified the same as the river section in which they are located.

(f) All reservoirs established on preexisting lakes are classified as Lake Class.

(g) All other unclassified waters of the Reservation are classified as Class II.


4-8-8 Specific Classifications

Specific classifications for surface waters of the Colville Indian Reservation are as follows:

(a) Streams  
Alice Creek Class III
Anderson Creek Class III
Armstrong Creek Class III
Barnaby Creek Class II
Bear Creek Class III
Beaver Dam Creek Class II
Bridge Creek Class II
Brush Creek Class II
Buckhorn Creek Class III
Cache Creek Class III
Canteen Creek Class I
Capoose Creek Class III
Cobbs Creek Class III
Columbia River from Chief Joseph Dam to Wells Dam Class II
Columbia River from northern Reservation boundary to Chief Joseph Dam Class I
Cook Creek Class I
Copper Creek Class III
Cornstalk Creek Class III
Cougar Creek Class I
Coyote Creek Class II
Deerhorn Creek Class IV
Dick Creek Class III
Dry Creek Class I
Empire Creek Class I
Faye Creek Class I
Forty Mile Creek Class III
Gibson Creek Class I
Gold Creek Class II
Granite Creek Class II
Grizzly Creek Class III
Haley Creek Class IV
Hall Creek Class II
Hall Creek, West Fork Class I
Iron Creek Class III
Jack Creek Class III
Jerred Creek Class I
Joe Moses Creek Class IV
John Tom Creek Class III
Jones Creek Class I
Kartar Creek Class III
Kincaid Creek Class IV
King Creek Class IV
Klondyke Creek Class I
Lime Creek Class III
Little Jim Creek Class III
Little Nespelem Class II
Louis Creek Class III
Lynx Creek Class II
Manila Creek Class III
McAllister Creek Class III
Meadow Creek Class III
Mill Creek Class II
Mission Creek Class IV
Nespelem River Class II
Nez Perce Creek Class III
Nine Mile Creek Class II
Nineteen Mile Creek Class III
No Name Creek Class II
North Nanamkin Creek Class III
North Star Creek Class III
Okanogan River from Reservation north boundary to Columbia River Class II
Olds Creek Class I
Omak Creek Class II
Onion Creek Class II
Parmenter Creek Class IV
Peel Creek Class IV
Peter Dan Creek Class IV
Rock Creek Class I
San Poil Creek Class I
Sanpoil, West Fork Class II
Seventeen Mile Creek Class III
Silver Creek Class III
Sitdown Creek Class II
Six Mile Creek Class IV
South Nanamkin Creek Class III
Spring Creek Class III
Stapaloop Creek Class III
Stepstone Creek Class III
Stranger Creek Class II
Strawberry Creek Class III
Swimming Creek Class III
Three Forks Creek Class I
Three Mile Creek Class IV
Thirteen Mile Creek Class II
Thirty Mile Creek Class II
Trial Creek Class III
Twenty-five Mile Creek Class III
Twenty-one Mile Creek Class III
Twenty-three Mile Creek Class III
Wannacot Creek Class III
Wells Creek Class I
Whitelaw Creek Class IV
Wilmont Creek Class II
   
(b) Lakes  
Apex Lake LC
Big Goose Lake LC
Bourgeau Lake LC
Buffalo Lake LC
Camille Lake LC
Cody Lake LC
Crawfish Lake LC
Elbow Lake LC
Fish Lake LC
Gold Lake LC
Great Western Lake LC
Johnson Lake LC
LaFleur Lake LC
Little Goose Lake LC
Little Owhi Lake LC
McGinnis Lake LC
Nicholas Lake LC
Omak Lake SRW
Owhi Lake SRW
Penley Lake SRW
Rebecca Lake LC
Round Lake LC
Simpson Lake LC
Soap Lake SRW
Sugar Lake LC
Summit Lake LC
Twin Lakes SRW

4-8-9 Permits

(a) No person shall discharge any waste from a point source into Reservation waters without having first obtained a permit from either the BPA or the Department, as applicable.

(b) The Department may, through the issuance of regulatory permits, directives, and orders, control miscellaneous waste discharge not covered by section 4-8-9(a).

(c) From time to time the Department may authorize certain temporary activities which may temporarily reduce water quality below those set by this Chapter (4-8-5 and 4-8-6) when such activities found to be overriding public benefit, provided that all such temporary authorizations shall be for a thirty (30) day period or less.

(d) The Department may in furtherance of section 4-8-9(b) require any prospective or current discharge to, among other things, perform such water quality monitoring tasks as might be necessary to determine the pre and post discharge conditions, mixing zone requirements, and permit parameters.

(e) To ascertain whether the regulations, waste disposal permits, orders, and directives promulgated and/or issued by the Department, the Council, or EPA are being complied with a continuing surveillance program shall be conducted by the Department. This continuing surveillance program shall include, among other things, the following:

(1) Inspecting treatment and control facilities;

(2) Monitoring and reporting waste discharge characteristics; and

(3) Monitoring receiving water quality.


4-8-10 Violations, Enforcement and Civil Penalties

(a) The Department shall be notified of all suspected violations and accidental discharges.

(1) Any person may apply in writing to the Department and the Department will initiate an investigation and take action upon any suspected or alleged violation of any provision of this Chapter or of any order, permit, or regulation issued or promulgated under the authority of this Chapter.

(2) Any person engaged in any operation or activity which results in a spill or discharge which may cause pollution of the water of the Reservation contrary to this Chapter shall immediately notify the Department. Any person who fails to notify the Department as soon as he either knows or should have known about the spill or discharge is deemed in violation of this Chapter and, upon an administrative finding thereof after notice and hearing as provided by the Colville Administrative Procedures Act, shall be levied an administrative civil penalty of not more than ten thousand dollars ($10,000) per day that such violation continues.

(b) Notice of Alleged Violations: (1) Wherever the Department has reason to believe that there has occurred a violation of an order, permit, or other requirement issued or promulgated under authority of this Chapter, the Director shall cause written notice to be served personally or by certified mail return-receipt requested upon the alleged violator or its agent for service of process. The notice shall state the provision alleged to be violated, the facts alleged to constitute a violation, and may include the nature of any corrective action proposed to be required.

(2) Each cease and desist and cleanup order issued pursuant to sections 4-8-10(d) and 4-8-10(e) shall be accompanied by or have incorporated in it the notice provided for in subsection 4-8-10(b)(1) of this section unless such notice shall have prior thereto been given.

(c) Hearing Procedures for Alleged Violation: (1) In any notice given under section 4-8-10(b), the Department may require the alleged violator to appear before it for a hearing and to answer each alleged violation. Such hearing shall be held no sooner than fifteen (15) days after service of this notice, except the Department may set an earlier date for hearing if so requested by the alleged violator or if any emergency exists. This hearing shall be conducted in accordance with the Colville Administrative Procedures Act.

(2) If the Department does not require an alleged violator to appear for a hearing, the alleged violator may request the hearing. Such request shall be in writing and shall be filed with the Department no later than thirty (30) days after service of the notice under section 4-8-10(b). If such a request is filed, a hearing shall be held within a reasonable time.

(3) If a hearing is held pursuant to the provisions of this section, it shall be recorded and this record be made available to the public. All parties may respond to the notice served under section 4-8-10(b) and may present evidence and argument on all issues, call witnesses, and conduct cross-examination required for a full disclosure of the facts as provided for in the Colville Administrative Procedures Act.

(d) Hearing Procedures for Alleged Violation: Upon a finding and determination, after hearing, that a violation of a permit provision, Departmental directive or order has occurred, the Department may suspend, modify, or revoke the pertinent permit, or take such other action with respect to the violation as may be authorized by applicable law.

(e) Cease and Desist Orders: If the Department determines, with or without a hearing, that there exists a violation of any provision of this Chapter or of any order, permit, or other requirement of this Chapter, the Department may issue a cease and desist order. Such order shall set forth the provision alleged to be violated, the facts alleged to constitute the violation, and the time by which acts or practices complained of must be terminated.

(f) Cleanup Orders: The Department may issue orders to any person to clean up material which he, or his employee, or his agent has accidentally or purposely dumped, spilled, or otherwise deposit in or near Reservation waters which may pollute them. The Department may also request that the Tribal attorney proceed and take appropriate action.

(g) Restraining Orders and Injunctions: In the event any person fails to comply with either a cease and desist order or a cleanup order which order or orders are not subject to stay pending administrative or judicial review, the Department may request the Tribal attorney to investigate, and if appropriate, bring suit for temporary injunction to prevent any further or continued violation of such order or orders. In any such suit the findings of the Department based upon evidence in the record, shall be given due difference by any reviewing administrative body or court. (1) Emergencies shall be given precedence over all other such matters pending in Tribal Court. The institution of such injunction proceedings by the Tribal attorney on behalf of the Department shall confer upon such court exclusive jurisdiction to determine finally the subject matter of the proceedings. (h) Civil Penalties: (1) Any person who violates any provision of any permit issued under this Chapter or any final cease and desist order or cleanup order shall be subject to a civil penalty of not more than ten thousand ($10,000) per day for each day during which such violation occurs.

(2) Penalty amounts shall be determined after hearing and may be collected by the Tribe by action instituted in Tribal Court by the Tribal attorney for collection of such penalty. A stay of any order of the Tribe pending judicial review shall not relieve any person from any liability under subsection 4-8-10(h)(1) of this section, but the reason for the request for judicial review shall be considered in the determination of the amount of the penalty.

(i) Falsification and Tampering: Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other document filed or required to be maintained under this Chapter, or who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under this Chapter shall be subject to a civil penalty of not more than five hundred dollars ($500) for each individual instance. Each day that invalid monitoring data is generated as a result of such wrongful action shall constitute a separate violation.

(j) Proceeding by Other Parties:
(1) The factual or legal basis for proceedings or other actions that shall result from a violation of this Chapter inure solely to the benefit of the Tribe is not intended by this Chapter, in any way, to create new private rights or to enlarge existing private rights. A determination that water pollution exists or hat any standard has been disregarded or violated, whether or not a proceeding or action may be brought by the Department or the Tribe, shall not create by reason thereof any presumption of law or finding of fact which shall inure to or be for the benefit of any person other than the Tribe.

(2) A permit issued pursuant to this Chapter may be introduced in any court of law as evidence that the permittee's activity is not a public or private nuisance. Introduction into any evidence of such permit and evidence of compliance with the permit conditions shall constitute a prima facie case that the activity to which the permit pertains is not public or private nuisance.


4-8-11 Waiver of Regulations


Whenever a strict interpretation of this Chapter would result in extreme hardships the Department may waive or modify such regulation or portion thereof, provided such waiver or modification is consistent with the intent of this Chapter and no public health hazard will result.


4-8-12 Cooperation with Public Agencies—Grants and Gifts

The Department is authorized subject to approval of the Tribal Council, to accept, receive, disburse, and administer grants or other funds or gifts from any source, for the purposes of carrying out the provisions of this Chapter and to consult and cooperate with federal and state agencies in matters pertaining to this Chapter. The Department is authorized to negotiate, subject to approval by the Tribal Council, inter-governmental agreements and other cooperative agreements which may create, modify, or change duties established by this Chapter, providing that creation of new regulatory requirements or changes in existing regulatory requirements must comply with the procedural requirements of the Colville Administrative Procedure Act applicable to rule-making actions before such regulations become effective.


4-8-13 Statutes and Trust Responsibility Not Modified

Nothing in this Chapter as now or hereafter modified shall modify or waive any requirements to comply with applicable federal laws and regulations. Nothing in this Chapter as now or hereafter amended shall be construed to modify, waive or impair the trust responsibility of the United States.


4-8-14 Severability

Should any part of this Chapter be declared unconstitutional or invalid for any reason such declaration shall not affect the validity of the remainder of this Chapter.

(Chapter 4-8 Adopted 8/6/84, Resolution 1984-526)
(Amended 1/18/85, Resolution 1985-20)

CHAPTER 4-9 HYDRAULICS PROJECT PERMITTING

4-9-1 Findings

(a) The Confederated Tribes of the Colville Reservation has a primary interest in the protection of its fish and wildlife resources within and influenced by the waters of the Colville Reservation. Fish and wildlife have traditionally been important both as a food source and spiritually to the Tribes.

(b) Human activities affecting the bed stream and or wetlands have a potential impact on fish life and certain wildlife species and shall be regulated to protect and maintain the high quality of waters necessary to protect fish and wildlife. The economy, health, safety, and welfare of the people residing and doing business on the Colville Indian Reservation may also be adversely affected by activities within the waters of the Reservation by both Indian and non-Indian people whether on trust or fee land. Inadequate control of such activities can contaminate and degrade surface and groundwater, destroy fish and wildlife habitat resources.

(c) The Confederated Tribes of the Colville Reservation has jurisdiction to enforce the tribal hydraulics project permit system in order to protect fish and wildlife and the waters of the Reservation.


4-9-2 Territory Covered

The provisions of this Chapter, known as the Hydraulics Project Permit Chapter of the Colville Law and Order Code, shall apply to all surface waters of the Colville Indian Reservation. Every human activity taking place in the waters of the Colville Indian Reservation which may affect the quality of these surface waters and thereby having a possible effect on fish and wildlife shall be subject to the provisions of this Chapter.


4-9-3 Authority

This Chapter is enacted by the Colville Business Council pursuant tot he authority vested in it by Article V, Section 1 (a) of the Constitution of the Confederated Tribes and its general duty and authority to secure the political integrity; to protect and preserve the tribal property, wildlife and natural resources; to cultivate and preserve Indian culture; to protect the health, security and general welfare; and, to enhance the economic security of the Confederated Tribes, as well as protecting the interests of all those found, or owning property on the Colville Indian Reservation.


4-9-4 Administration

(a) The department of Fish & Wildlife of the Colville Confederated Tribes shall administer this Chapter. From time to time, and as it deems appropriate, the department may recommend that the Colville Business Council amend this Chapter. The department of Fish & Wildlife may propose that the Business Council adopt a fee schedule for the purpose of establishing fees which may be charged for permits and other administrative services provided by the department under this Chapter.

(b) The department is authorized and empowered to adopt such rules, regulations and forms as it deems necessary to implement the objectives and purposes of this Chapter. Such rules and regulations shall be subject to review and approval by the Business Council and shall comply with the requirements of the Colville Administrative Procedures Act.

(c) The department may temporarily suspend the application of this Chapter for an emergency hydraulic project necessitated by fire or emergency other than set forth in section 4-9-13. Provided, that the person engaging in such a project shall have a duty to mitigate any damage or loss of any fishery or water dependent wildlife resource and costs of rehabilitation resulting from such project.


4-9-5 Definitions

Unless otherwise required by its context, as used in this Chapter:

(a) "Chapter" means the Hydraulics Project Permit Chapter of the Colville Law and Order Code.

(b) "Application" shall mean the hydraulic projects permit application required pursuant to this Chapter.

(c) "Bed" means lands below or within the ordinary high water mark.

(d) "Bed Materials" means natural occurring material found in the beds of the waters of the Reservation.

(e) "Colville Environmental Quality Commission" or "CEQC" means the environmental policy-making and environmental administrative appellate body of the Confederated Tribes of the Colville Reservation.

(f) "Council" or "Business Council" means the governing body of the Confederated Tribes of the Colville Reservation.

(g) "Cofferdam" means temporary enclosure used to keep water from the work area.

(h) "department" shall mean the Colville department of Fish & Wildlife.

(i) "Dredging" means the removal of bed or bank material.

(j) "Equipment" means any device powered by internal combustion, hydraulics, or electricity, and the lines, cables, arms or extension associated with the device.

(k) "Filter Blanket" means a layer or combination of layers of pervious materials (mineral or man-made) designed and installed in such a manner as to provide drainage, yet prevent the movement of soil particles due to flowing water.

(l) "General Provisions" means those provisions that are contained in every hydraulic project approval.

(m) "Hydraulic Project" means construction or other work that will use, diver, obstruct or change the natural flow or bed of any river, wetland, or stream or that will utilize any of the waters of the Colville Reservation or materials from the stream beds, or wetland, or from within its boundary of the ordinary high water mark.

(n) "Hydraulic Project Application" means a form provided by and submitted to the department accompanied by plans and specifications of the hydraulic project.

(o) "Hydraulic Project Approval" (HPA) means a written approval signed by the Director of the department of Fish & Wildlife or employee(s) so designated and authorized. The approval will provide conditions for protection of fish and wildlife potentially impacted by the proposed project.

(p) "Ordinary High Water Mark" means the mark on the shores of all waters which will be found by examining the beds and banks and ascertaining where the presence and action of waters are so common and usual and so long continued in all ordinary years, as to mark upon the soil a character distinct from that of the abutting upland, and respective vegetation. Provided, that in any area where the high water mark cannot be found the ordinary high water mark shall be the line of mean high water.

(q) "Person" means any individual, association of individuals, partnership, private, public, tribal or municipal corporation, tribal enterprise, company, business enterprise, or any tribal, federal, state or local government or governmental entity or enterprise.

(r) "River, or Stream" means waters in which fish may spawn, reside, or through which they may pass. This includes water courses which exist on an intermittent basis or which fluctuate in level during the year and applies to the entire bed of such watercourse whether or not the water is at peak level. This also includes any natural watercourses which have been altered by man. This definition is not meant to include irrigation ditches, canals, storm water run-off devices, or other entirely artificial watercourses except where they exist in the natural watercourse which has been altered by man.

(s) "Special Provisions" means those conditions which are a part of the hydraulic project approval, but are specific to a project site and are used to supplement or amend the technical provisions.

(t) "Technical Provisions" means those conditions that are a part of the hydraulic project approval and apply to most projects of that nature.

(u) "Toe" means that portion of a bank, shore, or beach extending below the ordinary high water line which serves to support those bank or beach materials lying above it.

(v) "Watercourse" means any portion of a channel, bed, bank, or bottom within the ordinary high water mark of water of the Reservation. This definition is not meant to include irrigation ditches, canals, storm water run-off devices, or other entirely artificial water courses except where they exist in a natural water course which has been altered by man.

(w) "Wetland Dependent Wildlife" mean those wildlife species whose occurrence is restricted to wildlife or dependent on aquatic or wetland habitats during all or part of their life cycles. Eg., waterfowl, osprey, beaver, muskrat.

(x) "Waters of the Reservation" means all waters within the territorial limits of the Colville Indian Reservation.

(y) "Wetlands" means the areas that are inundated by surface or groundwater with a frequency sufficient to support a prevalence of vegetation or aquatic life that requires saturated or seasonally saturated soil conditions for growth and reproduction. Wetlands generally include swamps, marshes, bogs, sloughs, potholes, wet meadows, river overflows, mudflats and natural ponds.

(z) "Wetted Perimeter" means the areas of the water course covered with water, flowing or non-flowing including associated wetlands.


4-9-6 Hydraulic Approval Permit Application

(a) Any person or governmental agency who desires to construct any form of hydraulic project or perform other work that will use, divert, obstruct or change the natural flow or bed of any waters of the Colville Reservation shall, before commencing construction or work thereon and to ensure the proper protection of fish and wildlife secure written approval from the Colville department of Fish & Wildlife as to the adequacy of the measures proposed to be used for the protection of fish and wildlife.

(b) A complete application for approval shall contain general plans for the overall project, complete plans and specifications of the proposed construction or work within the ordinary high water mark and complete plans and specifications for the proper protection of fish and wildlife. Discrete projects involving more than one instance of construction below the ordinary high water mark such as forest harvest activities, mining activities or road construction require only one application package.

(c) The department shall grant or deny approval within sixty (60) calendar days of the department’s receipt of the completed application and notice of compliance with any other applicable requirement of the laws of the Colville Confederated Tribes for the protection of water quality.

(1) The applicant may document receipt by the department of the application by filing in person or by certified mail.

(2) The sixty (60) day requirement may be suspended if:

(A) After ten (10) days of the receipt of the application, the applicant remains unavailable or unable to arrange for a timely field examination of the proposed project.

(B) The site is physically inaccessible for inspection.

(C) The applicant requests delay.

(3) Immediately upon determination that the sixty (60) day period is suspended, the department shall notify the applicant in writing of the reason for the delay.

(d) Protection of fish and wildlife and habitat shall be the only grounds upon which approval may be denied or conditioned. The department’s approval shall not be unreasonably withheld.


4-9-7 Denial of Approval

(a) Protection of fish and wildlife and attributes of the aquatic and/or wetland environment required to support fish and wildlife shall be the only grounds on which approval may be denied or conditioned.

(b) If approval is denied, the department shall provide the applicant a written statement of the specific reason why and how the proposed project would adversely affect fish and wildlife.


4-9-8 Use of Permits

(a) Approval of a project is valid for a period of up to five (5) years as specified in any permit issued by the department.

(b) An approval for projects that divert water for agricultural irrigation or stock watering purposes and that involves seasonal construction or other work shall remain in effect without a need for periodic renewal. The permittee must notify the department before commencing the construction or other work within the area covered by the approval.

(c) The permittee must commence construction within the time specified on the permit and demonstrate substantial progress on construction of that portion of the project relating to the approval within two (2) years of the date of issuance. Lack of substantial progress may constitute a violation of the terms of the permit. Uncompleted projects may be deemed public safety hazards, declared a nuisance and abated as such or the department may order them removed and/or mitigated by the permittee.


4-9-9 Modification of Permit

(a) The department may, after consultation with the permittee, modify an approval due to changed conditions. The modification shall become effective unless appealed as set forth in section 4-9-11 within thirty (30) days from the notice of the proposed modification. The burden is on the department to show that changed conditions warrant the modification in order to protect fish and wildlife.

(b) A permittee may request modification of an approval due to changed conditions. The request shall be processed within forty-five (45) calendar days of receipt of the written request. A decision by the department may be appealed to the CEQC pursuant to section 4-9-11. The burden is on the permittee to show that changed conditions warrant the requested modification and that such modification will not impair fish and wildlife.


4-9-10 Violations, Enforcement, and Civil Penalties

(a) Any person or government agency who commences construction on any hydraulic works or project subject to this Chapter without first having obtained written approval of the Colville department of Fish & Wildlife as to the adequacy of the means proposed for the protection of fish and wildlife, or any person or government agency who fails to follow or carry out any of the requirements or conditions as are made part of such approval, is subject to a civil penalty of up to $1000.00 per day for said violation.

(b) If the department determines that a person has violated a provision of this Chapter or any condition of an approved permit, it shall immediately issue a notice in writing describing the nature of the violation (including the amount of any civil penalty imposed) and serve the notice either by certified mail or personally on the alleged violator.

(c) Any person incurring any penalty under this Subchapter may appeal the same to the CEQC as set forth in section 4-9-11. An appeal shall be filed within ten (10) days after receipt of a notice imposing any penalty. The penalty imposed shall become due and payable ten (10) days after receipt of the notice imposing the penalty unless an appeal is filed. Whenever an appeal of any penalty incurred under this Subchapter is filed, the penalty shall become due and payable only upon completion of all review proceedings and the issuance of a final order confirming the penalty in whole or in part.

(d) If a civil penalty is imposed pursuant to the provisions of this section and the person incurring the penalty continues construction of any such works or projects without fully complying with the provisions hereof, such works or projects are hereby declared a public nuisance and shall be subject to abatement as such.

(e) If the amount of any penalty is not paid within thirty (30) days after it becomes due and payable, the Office of the Reservation Attorney, upon the request of the Director of the Colville department of Fish & Wildlife shall bring an action in the name of the Confederated Tribes of the Colville Reservation in the Colville Tribal Court to recover such penalty.

(f) Any person or governmental entity commencing construction on any hydraulic project or work without a permit as required by this Chapter or in violation of any term of any permit issued pursuant to this Chapter shall be liable in a civil action brought by the Colville Confederated Tribes in the Colville Tribal Court for damage to or loss of any fishery or water dependent wildlife resource and costs of rehabilitation, restoration, monitoring, investigation, laboratory and any other fees and analysis along with attorney fees.


4-9-11 Appeal

(a) Any issuance, denial, conditioning or modification of a hydraulics approval shall be appealable to the Colville Environmental Quality Commission within ten (10) days of the notice of decision by the department. The CEQC shall affirm, reverse or amend the decision by the department based on the same standards as set forth in section 4-9-7 of this Chapter. The burden shall be upon the department to show that the denial or conditioning of any approval is solely aimed at the protection of fish and wildlife.

(b) The CEQC shall make its decision within thirty (30) calendar days after it receives written notice of a timely administrative appeal, provided that the CEQC may reasonably extend the time for decision with the consent of the parties to the appeal or upon finding of fact that such an extension is necessary for the proper consideration of the appeal.

(c) Any appeal filed pursuant to this section shall follow the procedures for contested cases under sections 2-4-12 through 2-4-18 of the Colville Administrative Procedure Act.


4-9-12 Judicial Review

The decision of the CEQC is subject to judicial review in conformity with the Colville Administrative Procedure Act, Chapter 2-4 of the Colville Tribal Code (CTC § 2-4-19).


4-9-13 Emergency Response

In the case of an emergency arising from weather or stream flow conditions or other natural conditions, the department shall immediately upon request issue oral approval for removing any obstruction, repairing existing structures, restoring stream banks, or to protect property threatened by the stream or a change in the stream flow without the necessity of obtaining a written approval prior to commencing work. Conditions of an oral approval shall be reduced to writing within thirty (30) days and complied with as otherwise provided for in this Chapter.


4-9-14 Notice of Permit to Divert or Store Water

It is the policy of the Colville Business Council that a flow of water sufficient to support game fish and food fish populations as well as wetland dependent wildlife species populations be maintained at all times within the waters of the Colville Reservation. The Tribes’ Water Administrator shall give the Director of the department of Fish & Wildlife notice of each application for a permit to divert or store water. The Director of Fish & Wildlife shall have thirty (30) days after receiving the notice to state his objection to the application. The permit shall not be issued until the thirty (30) day period has elapsed. The Tribes’ Water Administrator may refuse to issue a permit if, in the opinion of the Director of Fish & Wildlife, issuing the permit might result in lowering the flow of water in a stream below the flow necessary to adequately support food fish and game fish populations in the stream or lowering level of water within a wetland below that level necessary to provide suitable habitat for dependent wildlife species.


4-9-15 Federal Laws and Trust Responsibility Not Modified

Nothing in this Chapter now or as hereafter amended shall either modify or waive any requirement to comply with applicable federal laws and regulations, or be construed to modify, waive or impair the trust responsibility of the United States.


4-9-16
Severability

If any provision of this Chapter, or the application thereof, to any person or circumstances is held invalid, such invalidity shall not affect other provisions or application 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.


TECHNICAL PROVISIONS

4-9-50 Bank Protection and Fill Placement

The following technical provisions shall apply to bank protection or fill placement projects; unless otherwise excepted by the department:

(a) Bank protection or fill placement work shall be confined to damaged banks.

(b) Watercourse encroachment shall be held to a minimum.

(c) Bank protection or fill material shall not appreciably reduce normal watercourse capacity or configuration.

(d) The toe shall be designed to protect the integrity of bank protection material.

(e) Bank sloping shall be accomplished in a manner that will prevent the release of overburden material into the water.

(f) Bank protection material shall be clean, angular rock or other material of a sufficient size to prevent its being washed away by water action. River gravel shall not be used as exterior armor.

(g) Bank protection and filter blanket material shall be placed from the bank or a barge. Dumping onto the bank face shall be permitted only if the toe is established and the material can be confined to the bank face.

(h) Filter blanket material shall be place prior to placement of bank protection material.

(i) Alteration or disturbance of the bank and bank vegetation shall be held to a minimum.

(j) Overburden material resulting from this project shall be deposited outside of the streamside management zone (see CTC § 4-7-3(zz)) and stabilized so as not to reenter the water.

(k) Bulkheads shall be constructed in the dry.

(l) Bulkhead faces shall be constructed of material not readily subject to erosion.

(m) Equipment other than hand tools shall not enter the water except as specified in the permit.


4-9-51 Bridge, Pier, and Piling Construction

The following technical provisions shall apply to bridge, pier, and piling construction projects; unless otherwise excepted by the department.

(a) Excavation for the footings, piers, or abutments shall be isolated from the wetted perimeter by a dike, cofferdam, or similar mechanism.

(b) Waste water discharged to receiving waters shall not adversely impact fish life.

(c) Structures containing concrete or wood preservatives shall be cured or dried prior to water encroachment.

(d) Abutments, piers, piling, sills, etc., shall not restrict the flow so as to cause any appreciable increase in backwater elevation or scour and shall be aligned to cause the lease effect on the hydraulics of the body of water.

(e) Riprap materials used for structure protection shall be clean and of sufficient size to prevent their being washed away.

(f) Backfilling and armoring around each structure shall take place prior to removal of cofferdams.

(g) The bridge shall be constructed high enough to pass the fifty (50) year flood level. Exception shall be granted if applicant provides design criteria to support a more appropriate level.

(h) Alteration or disturbance of bank or bank vegetation shall be held to a minimum, and all disturbed areas shall be protected from erosion and revegetated.

(i) Anchoring systems for floating structures shall be designed and deployed in a manner that will not damage the beds as a result of structure or anchor movement.


4-9-52 Bridge Construction—Stringer Type

The following technical provisions shall apply to bridge construction-string type projects; unless otherwise excepted by the department:

(a) Unless construction is separated from tribal waters by use of a cofferdam or similar mechanism, excavation for and placement of the foundation and superstructure shall be outside the ordinary high water line.

(b) At least one end of the bridge or stringer shall be securely anchored.

(c) The stringers or structure shall be placed by floating equipment or by working from outside the ordinary high water line and in a manner as to not damage the beds or banks.

(d) Alteration or disturbance of bank or bank vegetation shall be held to a minimum and all disturbed areas shall be revegetated or otherwise protected from1 erosion.

1(form: in original corrected 10/14/04)

(e) Removal of existing or temporary structure shall be accomplished so that the structure and associated materials does not enter the watercourse and placed so it will not reenter the watercourse.

(f) The bridge shall be constructed high enough to pass the fifty (50) year flood level. Exception shall be granted if applicant provides design criteria to support a more appropriate level.

 

4-9-53 Channel Change—Temporary and Permanent

The following technical provisions shall apply to channel change-temporary and permanent projects: unless otherwise excepted by the department:

(a) Permanent new channels shall be similar in length, width, depth, gradient, and meander configuration as the old channel.

(b) The new channel shall provide fish habitat similar to that which previously existed in the old channel.

(c) During construction, the new channel shall be 2 isolated from the flowing stream by plugs at the upstream and downstream ends of the new channel.

2 (added: “be” 10/14/04)

(d) Diversion of flow into a new channel shall be accomplished by:

(1) First removing the downstream plug;

(2) Removing the upstream plug; and

(3) Closing the upstream end of the old channel.

(e) Filling of the old channel shall begin from the upstream closure and the fill materials shall be compacted. Water discharging from 3 the fill shall not adversely impact fish life.

3 (form: in original corrected 10/14/04)

(f) Before water is diverted into a permanent new channel, the bank shall be armored to prevent erosion.

(g) The angle of the structure used to divert the water into the new channel shall allow a smooth transition of water flow.

(h) After completion of the permanent new channel and filling of the old channel, all unprotected banks shall be revegetated or otherwise protected to prevent erosion.

(i) The applicant shall have fish capture and transportation equipment ready and on the job site. Captured fish shall be immediately and safely transferred to free flowing water.


4-9-54 Channel Realignment

The following technical provisions shall apply to channel realignment projects; unless otherwise excepted by the department:

(a) The realigned channel shall provide fish habitat similar to that which previously existed.

(b) All material removal from the new channel shall take place before any filling operations within the existing channel. Materials removal shall proceed from midstream toward the bank and be completed prior to filling.

(c) Excavation and filling may take place simultaneously if excavated materials are to be used in the filling operation.

(d) Prior to filling, an armored dike or other approved mechanism shall be constructed to divert the flowing stream and isolate the file area.

(e) Filling shall begin at the upstream end and proceed downstream.

(f) Water discharging from the fill area shall not adversely impact fish life.

(g) The applicant shall have fish capture and transportation equipment ready and on the job site. Captured fish shall immediately be transferred safely to free flowing water.


4-9-55 Conduit Crossing

The following technical provisions shall apply to conduit crossing projects; unless otherwise excepted by the department;

(a) Conduit alignment shall be as nearly perpendicular to the watercourse as possible.

(b) The conduit shall be installed at sufficient depth so that subsequent disturbance of the bed of the watercourse is avoided.

(c) Boring or jacking:

(1) Pits shall be isolated from surface water flow.

(2) All drainage water removed from the boring or jacking pit shall not adversely impact fish life.

(d) Trench excavation:

(1) Trenches shall be excavated in the dry or shall be isolated from the flowing watercourse by the installation of a cofferdam, culvert, flume, or other approved methods.

(2) Flowing, placement, and covering shall occur in a single pass of the equipment.

(3) Disturbance of the bed as a result of the plowing operation shall be held to a minimum.

(e) Trenches shall be backfilled with approved with approved materials and the bed shall be returned to pre-project condition.

(f) Excess spoils shall be disposed of so as not to reenter the watercourse.

(g) The conduit approach trench shall be isolated from the watercourse until laying of the conduit across the watercourse taken place.

(h) Alteration or disturbance of banks or bank vegetation shall be held to a minimum and all denuded areas shall be revegetated or otherwise protected from erosion.


4-9-56 Culvert Installation

The following technical provisions shall apply to culvert installation projects; unless otherwise excepted by the department:

(a) All permanent culverts together with their water crossing statement shall be capable of handling the fifty (50) year flood.

(b) Permanent culverts too small to conduct fifty (50) year floods may be installed if they are armored to a sufficient extent to allow floodwaters to flow over the crossing without significant erosion occurring. This design must be approved by the department of Environmental Trust.

(c) Minimum sizes of permanent culverts are:

(1) Thirty-six (36) inches in diameter for migratory fish streams. Migratory fish streams are those containing a species of fish which must move to another body of water to complete its life cycle. Open bottom culverts may be required.

(2) Twenty-four (24) inches in diameter for resident game fish streams. Open bottomed culverts may be required.

(3) Twenty-four (24) inches in diameter for other waters. Provided inside ditch relief culverts and culverts draining seeps and springs only may be eighteen (18) inches in diameter.

(d) Culverts constructed for permanent stream crossings should be of galvanized steel, concrete, aluminum or plastic and of sufficient gauge or thickness. Two feet or half the diameter of the culvert, whichever is greater, shall be the minimum overburden.

(e) The alignment and slope of the culvert shall conform to the natural flow of the stream for all streams. Culverts shall be designed and constructed so as not to impede fish passage.

(f) In areas where fish are present, the bottom of the culvert shall be installed slightly below the natural stream bottom at both ends of the culvert.

(g) All culvert installations shall terminate on materials that will not erode under full flow of the culvert.

(1) If water is diverted from4 its natural channel, return the water to its natural channel via culvert, flume spillway or other non-erodible structure.

4(form: in original corrected 10/14/04)

(2) When flumes, downspouts, downfall culverts, etc., are used to protect erodible soils or return water to its natural stream course, the discharge point must be protected from erosion by: reducing water velocity by catch basins, use of rock spillways or gabions, riprapping, or installing permanent splash plates.

(h) Culvert approaches shall be hand-cleared of natural and man-made debris for a distance of one hundred (100) feet upstream from the culvert inlet of all material that may reasonable be expected to plug the culvert.

(i) The inlet ends of all ditch culverts shall have adequate catch basins and head walls to minimize the risks of culvert salutation and “by-pass” of the culvert from erosion of the head wall. Rock headwalls shall be placed on all culverts where annual peak flows exceed 100 cfs; and where headwall erosion is expected on smaller streams, as determined by the department.

(j) Ditch culverts that may reasonably be expected to carry near capacity water volumes or to encounter some siltation should:

(1) Be skewed at least twenty-five (25) degrees from perpendicular to the roadbed in the direction of the water flow.

(2) Have a smooth gradient drop of not less than two (2) percent.

(k) Fill around culverts shall be compacted during placement to avoid failure by undercutting and stream bed excavation should be avoided

(l) All required culverts, ditches, cross drains, drainage dips, water bars and diversion ditches shall be installed concurrently with construction of the roadway.


4-9-57 Temporary Bypass Culvert or Flume

The following technical provisions shall apply to temporary bypass culvert or flume projects; unless otherwise excepted by the department:

(a) The temporary bypass culvert or flume shall be in place prior to initiation of other work in the wetted perimeter.

(b) A sandbag revetment or similar device shall be installed at the inlet to divert the entire flow through the culvert or flume.

(c) A sandbag revetment or similar device shall be installed at the downstream end of the culvert or flume to prevent backwater from entering the work area.

(d) Culvert or flume shall be of sufficient size to pass flows and debris occurring during the project.

(e) Prior to releasing the water flow to the project area, all bank protection or armoring shall be completed.

(f) Upon completion of the project, all material used in the temporary bypass shall be removed from the site and the site returned to pre-project conditions.


4-9-58 Temporary Water Crossings

The following technical provisions shall apply to temporary water crossings; unless otherwise excepted by the department:

(a) "Fording" or limited crossings that utilize the natural stream bed as a road may be conditionally permitted through approval of specific crossings site location(s), frequency and dates of occurrence.

(b) Temporary bridges or culverts, adequate to carry the twenty-five (25) year flow for the operation period can be used when:

(1) A permanent road is not justifiable;

(2) The temporary structure is installed after spring runoff and removed prior to the possibility of commencement of the following spring runoff; and

(3) Remove or protect approaches to the crossings by riprapping, revegetating, or whatever means necessary to insure the stabilization of the approach below the fifty (50) year flood level.


4-9-59 Dredging

The following technical provisions shall apply to dredging projects; unless otherwise excepted by the department:

(a) Dredging shall not be conducted in fish spawning areas, or within waterfowl nesting areas.

(b) During the dredging of a lake or pond, a boom or similar device shall be installed to contain floatable materials.

(c) Dredged bed materials shall be disposed of at a site specified by the department.

(d) Dredging shall be conducted with dredge types that cause the lowest mortality on fish life.

(e) Dredging shall stop when distressed or dead fish are observed in the work area. The department shall be notified immediately.

(f) If a hydraulic dredge is used, it shall be operated with the intake on or below the surface of the material being removed. Reverse purging of the intake line shall be held to a minimum.

(g) If a drag line or clamshell is used, it shall be operated to minimize turbidity. During excavation, each pass with the clamshell or drag line bucket shall be complete. Dredged material shall not be stockpiled in the water.

(h) Upon completion of the dredging the watercourse bed shall not contain pits, potholes, or large depressions.


4-9-60 Gravel Removal

The following technical provisions shall apply to gravel removal projects; unless otherwise excepted by the department:

(a) Pre-project and post project monitoring of gravel recruitment and other related physical parameters is required for commercial and large scale flood control projects.

(b) An excavation line shall be established. "Excavation line" means a line on the dry bed, parallel to the water’s edge: two feet vertically above the existing water level, and changes with water level fluctuations.

(c) Bed material shall not be removed from the water side of the excavation line.

(d) Excavation shall being at the excavation line and proceed toward the bank, perpendicular to the alignment of the watercourse.

(e) The maximum distance of excavation toward the bank from the excavation line shall be approximately equal throughout the excavation zone. "Excavation zone" means the area between the excavation line and the bank.

(f) The excavation zone shall be identified by boundary markers.

(g) A minimum two (2%) percent gradient upward from the excavation line shall be maintained in the excavation zone.

(h) At the end of each day’s operation the excavation zone shall not contain pits or potholes.

(i) Excavated materials shall not be stockpiled or spoiled within the ordinary high water line.

(j) Equipment shall not enter the wetted perimeter of the watercourse.

(k) Debris in the excavation zone shall be disposed of so as not to reenter the watercourse.

(l) Gravel washing or crushing operations shall not take place below the ordinary high water line.

(m) Gravel removal may require a permit from the Tribal Geology department.


4-9-61 Log and Log Jam Removal

The following technical provisions shall apply to log and log jam projects; unless otherwise excepted by the department:

(a) Logs and log jams shall be removed by yarding from the bank.

(b) Where logs are to be yarded up a bank, skid logs shall or similar methods shall be used to prevent bank damage.

(c) Upon completion of the yarding operation skid logs shall be removed and the bank restored to pre-project condition.

(d) Material associated with the log or debris jam shall be removed and disposed of so as not to reenter the watercourse.

(e) Logs embedded in a bank or bed shall be cut off at the bank or bed line.

(f) Log or debris jam removal shall be accomplished in a manner which prevents the release of logs or debris downstream.

(g) Depressions created in gravel bars shall be filled, smoothed over, and sloped toward the water.


4-9-62 Logging

The following technical provisions shall apply to logging projects; unless otherwise excepted by the department:

(a) Trees shall not be felled into or across a watercourse.

(b) Logs transported across a watercourse shall be suspended so no portion of the logs or limbs can enter the watercourse or damage the bed and banks.

(c) Debris resulting from the project shall be removed from the bed during the operation and before removal of equipment from the site. Debris removal shall be accomplished so the watercourse, bed or banks are not disturbed.


4-9-63 Outfall Structures

The following technical provisions shall apply to outfall structure projects; unless otherwise excepted by the department:

(a) The outfall structure shall not be designed and constructed to prevent the entry of fish.

(b) The watercourse bank and bed at the point of discharge shall be armored to prevent scouring.

(c) Excavation for placement of the structure or armoring materials shall be isolated from the wetted perimeter.

(d) Alteration or disturbance of banks or bank vegetation shall be held to a minimum, and all disturbed areas shall be revegetated or otherwise protected from erosion.

(e) Structures containing concrete or wood preservatives shall be cured prior to water encroachment.


4-9-64 Pond Construction

The following technical provisions shall apply to pond construction projects; unless otherwise excepted by the department:

(a) Ponds shall not be constructed within the watercourse.

(b) Ponds shall be designed and constructed to prevent the entry of fish.

(c) Flow from the pond to the watercourse shall be by gravity. Pond return flow shall be located near the inlet.

(d) Initial filling of the pond shall occur during a high flow period. Fifty (50%) percent of the flow shall be maintained within the watercourse during initial filling of the pond.

(e) The work area shall be isolated from the watercourse during construction of the pond, the diversion system, and the return flow system.

(f) Prior to the initial filling, all disturbed banks shall be revegetated or other wise protected to prevent erosion.

(g) Ponds shall be designed and constructed so the outflow temperature is not harmful to fish life.


4-9-65 Water Diversions—General Fish Screening Criteria

The following technical provisions may apply to water diversions where fish screens are required. General fish screening criteria are applicable to rotary drum screens, traveling screens, belt screens and stationary flat plat screens. Screens shall be designed, constructed and located as follows:

(a) Structure placement-flowing waters (river and creeks):

(1) Where physically practical, the screen shall be constructed at the diversion entrance parallel to the flow with the screen face continuous with the adjacent bank line. The bank line shall be altered, if necessary, to prevent eddies and maintain parallel velocities past the screen; or

(2) Where site or hydraulic conditions make installation of fish screens at the diversion entrance physically impractical, screens may be located in the conduit or diversion canal at a more suitable location. Such screens shall be provided with bypass systems to efficiently collect juvenile fish and safely transport them back to the flowing water body. Such screens shall also be constructed at an angle not to exceed 45º (degrees) from the approaching flow with the downstream end of the screen terminating at the bypass system entrance.

(b) Structure placement-nonflowing waters (lakes and reservoirs): In nonflowing waters, diversion structures and associated fish screens will be constructed offshore to minimize fish contact.

(1) Approach velocity (local velocity component perpendicular to the screen face) shall not exceed:

(A) 0.5 feet/second for chinook and coho salmon fry and all fingerling salmon (fingerling minimum length: 60mm); or

(B) 0.2 feet/second for pink, chum and sockeye salmon and game fish fry.

(2) When screens are not readily accessible for cleaning, the screens shall be designed with an approach velocity of 0.05 feet/second.

(c) Wetted screen area, excluding area blocked to flow by structure components, required at ordinary low water shall be calculated by dividing maximum diverted flow by the allowable approach velocity.

(d) In flowing water, the velocity component parallel and adjacent to the screen face shall be at least two times the approach velocity. Screen faces shall be placed flush with adjacent screen bay piers or walls.

(e) Screen openings shall not exceed 1/4 (0.25) inch measured horizontally. Where fish less than 60mm in length are present the screen openings shall not exceed 3/32 (0.09375) inch.

(f) The long axis of slot or rectangular screen openings shall be vertical.

(g) Screens may be constructed of any rigid material, woven or perforated, that physically excludes fish provided that structural integrity and cleaning effectiveness are not impaired.

(h) Screens shall be removed only by written permission of the department.

(i) Alteration or disturbance of banks or bank vegetation shall be held to a minimum, and all disturbed slopes shall be revegetated or otherwise protected from erosion.

(Chapter amended 10/7/04, Resolution 2004-622)
(Certified 10/14/04)
(Chapter 4-9 Adopted 10/12/89, Resolution 1989-763)

(October 2004 version of Chapter 4-9)

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