5 Colo. Code Regs. § 1002-36.10

Current through Register Vol. 47, No. 11, June 10, 2024
Section 5 CCR 1002-36.10 - STATEMENT OF BASIS AND PURPOSE
I.Introduction

These stream classifications and water quality standards for State Waters of the Rio Grande River Basin including San Luis Creek and all tributaries and standing bodies of water in all or parts of Alamosa, Conejos, Costilla, Mineral, Rio Grande, and Saguache Counties implement requirements of the Colorado Water Quality Control Act C.R.S. 1973, 25-8-101et seq. (Cum. Supp. 1981). They also represent the implementation of the Commission's Regulations Establishing Basic Standards and an Antidegradation Standard and Establishing a System for Classifying State Waters, for Assigning Standards, and for Granting Temporary Modifications (the "Basic Regulations")

The Basic Regulations establish a system for the classification of State Waters according to the beneficial uses for which they are suitable or are to become suitable, and for assigning specific numerical water quality standards according to such classifications. Because these stream classifications and standards implement the Basic Regulations, the statement of basis and purpose (Section 3.1.16) of those regulations must be referred to for a complete understanding of the basis and purpose of the regulations adopted herein. Therefore, Section 3.1.16 of the Basic Regulations is incorporated by reference. The focus of this statement of basis and purpose is on the scientific and technological rationale for the specific classifications and standards in the Rio Grande River Basin.

Public participation was a significant factor in the development of these regulations. A lengthy record was built through public hearings held on April 14, and 15, 1981. A total of 9 entities requested and were granted party status by the Commission in accordance with C.R.S. 1973, 24-4-101et seq. (Cum. Supp. 1980). A supplementary public rulemaking hearing was held September 15, 1981, restricted to those issues raised by the changes in the Act contained in Senate Bill 10 (1981). Such issues included but were not limited to: "The economic reasonableness" evaluation required by 25-8-102(5), the effect on water rights as required by 25-8-104; and the new considerations for the adoption of water quality standards required by 25-8-204 C.R.S. 1973, as amended. The record established in these hearings forms the basis for the classifications and standards adopted.

II.General Considerations
1. These regulations are not adopted as control regulations. Stream classifications and water quality standards are specifically distinguished from control regulations in the Water Quality Control Act, and they need not be adopted as control regulations pursuant to the statutory scheme.
2. The Commission has been requested in public hearings to rule on the applicability of these and other regulations to the operation of water diversion facilities, dams, transport systems, and the consequent withdrawal, impoundment, non-release and release of water for the exercise of water rights. The Commission has determined that any such broad ruling is inappropriate in the context of the present regulations. The request does not raise specific questions as to proposed classifications and standards. However, the Commission has taken into account the fact that some issues are unresolved in adopting classifications and standards. On January 5, 1981, the Commission adopted a policy statement on quality/quantity issues that addresses a number of these concerns. Finally, the Commission has adopted these regulations in compliance with the requirements of the Water Quality Control Act as amended by S.B.10 in 1981 that have bearing on these issues (See e.g.) sections 102, 104, and 503(5).
III.Definition of Stream Segments
1. For purposes of adopting classifications and water quality standards, the streams and water bodies are identified according to river basin and specific water segments.
2. Within each river basin, specific water segments are defined, for which use classifications and numeric water quality standards, if appropriate are adopted. These segments may constitute a specified stretch of a river mainstem, a specific tributary, a specific lake or reservoir, or a generally defined grouping of waters within the basin (e.g., a specific mainstem segment and all tributaries flowing into that mainstem segment).
3. Segments are generally defined according to the points at which the use, water quality, or other stream characteristics change significantly enough to require a change in use classification and/or water quality standards. In many cases, such transition points can be specifically identified from available data. In other cases the delineation of segments is based upon best judgements of the points where instream changes in uses, water quality, or other stream characteristics occur.
IV.Use Classifications - Generally
1. Initially, recommendations for stream segmentation and use classifications are a result of input from 208 plans, water quality data and reports, the Division of Wildlife, and personal knowledge. After a basic outline of stream segments and use classifications was prepared, water quality data from a variety of sources was compared against the "table value" for the proposed use "table value" refers to the four tables attached to the "Basic Regulations". In general, if the mean plus one standard deviation (x[BAR] + s) of the available data for the segment indicated that a particular parameter did not exceed the "table value" for that recommended use, the "table value" was listed as the recommended standard for the parameter. If the x[BAR] + s commutation indicated that the instream concentrations of the parameter exceeded the "table value" and yet the use to be protected by that parameter was in place, then the x[BAR] + s value was recommended as the standard for that parameter.

Conversely, if the ambient quality (x[BAR] + s) for a certain parameter exceeded the "table value" for the protection of a use, and there is information that the use is not in place, the use classification was modified or temporary modification to the parameters were established. Ambient quality is generally defined as the quality attributable to natural conditions and/or uncontrollable non-point sources.

One exception to the procedure just described is for whole body contact recreation (class 1). If an active domestic waste discharge was located on the segment in question, class 1 recreation was not recommended regardless of the ambient quality, unless there was information to show that the segment was actually used for swimming. This policy was established by the WQCC in order to avoid penalizing a discharger for protecting a use which is not in place and to limit possible harm to aquatic life due to chlorine residuals.

2. The use classifications have been established in accordance with the provisions of Section 203 of the Water Quality Control Act and Section 3.1.6 and 3.1.13 of the Basic Regulations.
3. In all cases the basic regulation has been followed, in that an upstream use cannot threaten or degrade a downstream use. Accordingly, upstream segments of a stream are generally the same as, or higher in classification than, downstream segments. In a few cases, tributaries are classified at lower classifications than mainstems, where flow from tributaries does not threaten the quality of mainstem waters and where the evidence indicates that lower classifications for the tributaries is appropriate.
4. There have been no "High Quality Class 1" designations assigned in this basin.
5. The Commission has determined that it has the authority to assign the classification "High Quality Waters - Class 1" and High Quality Waters - Class 2" where the evidence indicates that the requirements of Sections 3.1.13 of the basic regulations are met. The appropriateness of this classification has been determined on a case-by-case basis. Streams have in some cases been classified "High Quality - Class 2" for one or more of the following reasons:
(a) to facilitate the enjoyment and use of the scenic and natural resources of the State in accordance with the Legislative Declaration of the Colorado Water Quality Control Act (25-8-102(1) C.R.S. 1973, as amended in 1981.
(b) to provide a high degree of protection deserving of wilderness areas which are a resource providing a unique experience.
(c) they contain threatened species or apply to wild and scenic river study areas or wilderness areas.
(d) the concern of the USFS that High Quality 2 classification will undully burden their management of multiple use areas is not well founded. This is because those historical activities on Forest Service land, i.e. grazing, mineral exploration, trail and road maintenance, are considered as a part of existing ambient water quality conditions and are non point sources which are presently not subject to any Water Quality Control Commission regulations.
(e) a question exists as to whether existing diversion structures can be maintained consistent with a "High Quality - Class 1" designation. Because of the questions regarding authority to regulate diversions, the Class 1 designation was deemed potentially too rigid. The Commission recognizes its authority to upgrade these segments if and when it is appropriate to do so.
6. In accordance with 25-8-104, C.R.S. 1973, the Commission intends that no provision of this regulation shall be interpreted so as to supercede, abrogate, or impair rights to divert water and apply water to beneficial uses.
7.Qualifiers - Seasonal and Intermittant

These qualifiers have been used to more fully describe characteristics of certain stream segments.

8.Recreation - Class 1 and Class 2

In addition to the significant distinction between Recreation - Class 1 and Recreation - Class 2 as defined in Section 3.1.13 of the Basic Regulations, the difference between the two classifications in terms of water quality standards is the fecal coliform parameter.

Recreation - Class 1 generally has a standard of 200 fecal coliform per 100 ml; Recreation - Class 2 generally has a standard of 2000 fecal coliform per 100 ml.

In accordance with S.B.10 the Commission has decided to classify as "Recreation - Class 2" those stream segments where primary contact recreation does not exist and cannot be reasonably expected to exist in the future, regardless of water quality. The Commission has decided to classify as "Recreation - Class 1" only those stream segments where primary contact recreation actually exists, or could reasonably be expected to occur. The reasons for the application of Recreation Class 2 are as follows:

(a) The mountain streams in this region are generally unsuitable for primary contact recreation because of water temperature and stream flows.
(b) Fecal coliform is an indicator organism. Its presence does not always indicate the presence of pathogens. This depends on the source of the fecal coliform. If the source is agricultural runoff as opposed to human sewage, there may be no health hazard and therefore no significant need to reduce the presence of fecal coliform to the 200 per 100 ml. level. Also, control of nonpoint sources is very difficult.
(c) Treating sewage to meet the 200 per 100 ml. level generally means the treatment plant must heavily chlorinate its effluent to meet the limitation. The presence of chlorine in the effluent can be significantly detrimental to aquatic life. Post-treatment of effluent to meet the residual chlorine standard is expensive and often results in the addition of more chemicals which have a negative effect on water quality and can be detrimental to aquatic life. Therefore, reducing the need for chlorine is beneficial to aquatic life.
(d) Even where a treatment plant in this region might treat its effluent to attain the standard of 200 per 100 ml., agricultural runoff and irrigation return flows below the plant may result in the rapid increase of fecal coliform levels. Therefore, the benefits of further treatment are questionable.
(e) The fecal coliform standard of 2000 per 100 ml. has been established to provide general public health protection. There is no significant impact on domestic drinking water treatment plants because they provide complete disinfection. The standard of 200 per 100 ml. is not intended to protect the water supply classification.
9.Water Supply Classification

The Commission finds that Colorado is a water short state and that it is experiencing considerable growth which places additional burdens on already scarce water supplies. These considerations mitigate in favor of a conservative approach to protecting future water supplies. Where existing water quality is adequate to protect this use, and in the absence of dischargers to these segments or testimony in opposition to such classification, the water supply use has been assigned because it is reasonable to expect that it may exist in the future in such cases. For stream segments that flow through, or in the vicinity of, municipalities, this conclusion is further justified, since there is a reasonable probability that the use exists or will exist. Where the water supply classification has been opposed, the Commission has evaluated the evidence on a site specific basis, and in many cases the classification has been removed.

V.Water Quality Standards - Generally
1. The water quality standards for classified stream segments are defined as numeric values for specific water quality parameters. These numeric standards are adopted as the limits for chemical constituents and other parameters necessary to protect adequately the classified uses in all stream segments.
2. Not all of the parameters listed in the "Tables" appended to the Basic Regulations are assigned as water quality standards. This complies with Section 3.1.7(c) of the Basic Regulations.

Numeric standards have been assigned for the full range of parameters to a number of segments where little or no data existed specific to the segment. In these cases, there was reason to believe that the classified uses were in place or could be reasonably expected, and that the ambient water quality was as good as or better than the numeric standards assigned.

3. A numeric standard for the temperature parameter has been adopted as a basic standard applicable to all waters of the region in the same manner as the basic standards in Section 3.1.11 of the Basic Regulations.

The standard of a 3°C temperature increase above ambient water temperature as defined is generally valid based on the data regarding that temperature necessary to support an "Aquatic Life - Class 1" fishery. The standard takes into account daily and seasonal fluctuations; however, it is also recognized that the 3°C limitation as defined is only appropriate as a guideline and cannot be rigidly applied if the intention is to protect aquatic life. In winter, for example, warm water discharges may be beneficial to aquatic life. It is the intention of the Commission in adopting the standard to prevent radical temperature changes in short periods of time which are detrimental to aquatic life.

The Commission finds that the Closed Basin Project will be likely to have a beneficial effect on aquatic habitat and any resulting temperature fluctuation is not in violation of this regulation.

4. Numeric standards for nineteen organic parameters have been adopted as a basic standards applicable to all waters of the region in the same manner as the basic standards in Section 3.1.11 of the Basic Regulations. These standards are essential to a program designed to protect the waters of the State regardless of specific use classifications because they describe the fundamental conditions that all waters must meet to be suitable for any use.

It is the decision of the Commission to adopt these standards as basic standards because the presence of the organic parameters is not generally suspected. Also, the values assigned for these standards are not detectable using routine methodology and there is some concern regarding the potential for monitoring requirements if the standards are placed on specific streams. This concern should be alleviated by Section 3.1.14 of the Basic Regulations but there is uncertainty regarding the interpretation of those numbers by other entities. Regardless of these concerns, because these constituents are highly toxic, there is a need for regulating their presence in State waters. Because the Commission has determined that they have uniform applicability here, their inclusion as basic standards for the region accomplishes this purpose.

5. In many cases, the numeric water quality standards are taken from the "Tables" appended to the Basic Regulations. These table values are used where actual ambient water quality data in a segment indicates that the existing quality is substantially equivalent to, or better than, the corresponding table values. This has been done because the table values are adequate to protect the classified uses.

Consistent with the Basic Regulations, the Commission has not assumed that the table values have presumptive validity of applicability. This accounts for the extensive data in the record on ambient water quality. However, the Commission has found that the table values are generally sufficient to protect the use classifications. Therefore, they have been applied in the situations outlined in the preceeding paragraph as well as in those cases where there is insufficient data in the record to justify the establishment of different standards. The documentary evidence forming the basis for the table values is included in the record.

6. In many cases, instream ambient water quality provides the basis for the water quality standards (See 7 below). In those cases where the classified uses presently exist or have a reasonable potential to exist despite the fact that instream data reflects ambient conditions of lower water quality than the table values, instream values have been used. In these cases, the evidence indicates that instream values are adequate to protect the uses. In those cases where temporary modifications are appropriate, instream values are generally reflected in the temporary modification and table values are reflected in the corresponding water quality standard. (Goals are established for the appropriate classification affected by the parameter).

Cases in which water quality standards reflect these instream values usually involve the metal parameters. On many stream segments elevated levels of metals are present due to natural or unknown causes, as well as mine seepage from inactive or abandoned mines. These sources are difficult to identify and impractical or impossible to control. The classified aquatic life uses may be impacted and/or may have adjusted to the condition. In either case, the water quality standards are deemed sufficient to protect the uses that are present.

7. The Commission rejected the proposal to assign only "temporary" standards pending additional data collection to verify or modify values assigned. Concerned parties concurred that triannual review will lead to updating of standards as necessary. Furthermore, limited financial resources will be focused upon streams with permitted discharges.
8. In those cases where there was no data for a particular segment, or where the data consists of only a few samples for a limited range of parameters, "table values" were generally recommended. Data at the nearest downstream point was used to support this conclusion. In some cases, where the limited data indicated a problem existed, additional data was collected to expand the data base. Additionally, where there may not be existing data on present stream quality, the Commission anticipates that if necessary additional data will be collected prior to a hearing required by C.R.S. 1973, 25-8-204(3), as amended.
9. Responding to the request not to average data from various reporting stations within a segment, the Commission found that it would be more accurate to consider whether there were problems in specific segments where resegmentation might be appropriate if there were extreme values in the data recorded.
10. In most cases in establishing standards based on instream ambient water quality, a calculation is made based upon the mean (average) plus one standard deviation (x[BAR] + s) for all sampling points on a particular stream segment. Since a standard deviation is not added to the water quality standard for purposes of determining the compliance with the standard, this is a fair method as applied to discharges.

Levels that were determined to be below the detectable limits of the sampling methodology employed were averaged in as zero rather than at the detectable limit. This moves the mean down but since zero is also used when calculating wasteload allocations, this method is not unfair to dischargers.

Metals present in water samples may be tied up in suspended solids when the water is present in the stream. In this form they are not "available" to fish and may not be detrimental to aquatic life. Because the data of record does not distinguish as to availability, some deviation from table values, as well as the use ofs x[BAR] + s, is further justified because it is unlikely that the total value in all samples analyzed is in available form.

A number of different statistical methodologies could have been used where ambient water quality data dictates the standards. All of them have both advantages and disadvantages. It is recognized that the x[BAR] + s methodology also has weaknesses, in that the standard may not reflect natural conditions in a stream 100 per cent of the time, even though the use of x[BAR] + s already allows for some seasonal variability. However the use of this methodology is nevertheless justified since it provides the most meaningful index of stream quality of all methodologies proposed for setting stream standards.

Finally, the fairness and consistency of the use of any methodology in setting standards must turn on the manner in which the standards are implemented and enforced. It is essential that there be consistency between standard setting and the manner in which attainment or non-attainment of the standards is established based on future stream monitoring data. In addition the Division must take this methodology into account in writing and enforcing discharge permits.

11. No water quality standards are set below detectable limits for any parameter, although certain parameters may not be detectable at the limit of the standards using routine methodology. However, it must be noted that stream monitoring, as opposed to effluent monitoring, is generally not the responsibility of the dischargers but of the State. Furthermore, the purpose of the standards is to protect the classified uses and some inconvenience and expense as to monitoring is therefore justifiable.

Section 3.1.15 of the Basic Regulations states that "dischargers will not be required to regularly monitor for any parameters that are not identified by the Division as being of concern". Generally, there is no requirement for monitoring unless a parameter is in the effluent guidelines for the relevant industry, or is deemed to be a problem as to a specific discharge.

12. The dissolved oxygen standard is intended to apply to the epilimnion and metalimnion strata of lakes and reservoirs. Respiration by aerobic micro-organisms as organic matter is consumed is the primary cause of a natural decrease in dissolved oxygen and anaerobic conditions in the hypolimnion. Therefore, this stratum is exempt from the dissolved oxygen standard.
13. Where numeric standards are established based on historic instream water quality data at the level of x[BAR] + s, it is recognized by the Commission that measured instream parameter levels might exceed the standard approximately 15 percent of the time.
14. It is the Commission's intention that the Division implement and enforce all water quality standards consistent with the manner in which they have been established.
15.Hardness/Alkalinity

Where hardness and alkalinity numbers differed, the Commission elected to use alkalinity as the controlling parameter, in order to be consistent with other river basins and because testimony from the Division staff indicated that in most cases alkalinity has a greater effect on toxic form of metals than does hardness.

VI.Water Quality Standards for Unionized Ammonia

On some Class 2 Warm Water Aquatic Life streams containing similar aquatic communities to those found in the plain streams of the South Platte & Arkansas Basins, .1 mg/l unionized ammonia was selected as being appropriate to protect those species.

These streams generally contain both lesser numbers and types of species than those inhabiting class 1 streams due to physical habitat characteristics, flow or irreversible water quality characteristics. The Commission felt that the incremental expense to meet a 0.06 mg/l unionized ammonia standard for present or potential discharges along these streams cannot be justified. Flow in these segments is often intermittent or highly impacted by diversions.

Specifically, the Commission has relaxed unionized ammonia standards to .1 mg/l or greater on such stream for the following reasons:

1. limited nature of the aquatic life present;
2. limited recreational value of species present;
3. habitat limitations, primarily flow and streambed characteristics, that impose significant limitations on the nature of aquatic life, even if ammonia reductions were attained;
4. rapid dissipation of ammonia in streams, reducing the impact of such discharges downstream; and
5. economic costs of ammonia removal, especially where such costs would fall primarily on publicly-owned treatment works, and while the availability of construction grant funds is questionable.
6. Biosurveys with support from a bioassay conducted on fathead minnows performed in the Cache la Poudre River show that a .1 mg/l standard is appropriate to protect existing biota in that stream. The results of these studies may be reasonably extrapolated to similar plains streams; i.e., those streams that demonstrate similar chemical, physical, and biological characteristics.

Not all warmwater streams are comparable in terms of flow habitat, and types and numbers of species of aquatic life. Therefore, some variations in an appropriate ammonia standard must be tolerated, with the objective of protecting existing aquatic life. The Commission found this approach preferable to totally removing the aquatic life classification from impacted or marginal aquatic life streams.

VII.Water Quality Standards for Cyanide

Given the threat that radioactivity from uranium may pose to human health, it is advisable to limit uranium concentrations in streams to the maximum extent practicable. The Commission has adopted a standard of 40 pCi/l or natural background where higher, for the following reasons:

1. 40 pCi/l generally reflects background concentrations of uranium that may be found in streams in Colorado and therefore this amount approximates routine human exposure.
2. The statistical risk of human health hazards is small at 40 pCi/l.
3. 40 pCi/l is an interim level, established now pending the outcome of further studies currently underway.
VIII.Water Quality Standards for Cyanide

The Commission acknowledges that total cyanide is to be used in State Discharge permits until a method is authorized by EPA for measuring free cyanide, even though free cyanide is the parameter of concern. While cyanide has received special treatment in cases discussed in the segment - by - segment section which follows, a free cyanide standard based on Table Values has been established for most segments.

IX.Linkage of classifications and Standards

The Commission holds that the classifications which it adopts and the standards it assigns to them are linked. Disapproval by EPA of the standards may require reexamination by the Commission of the appropriateness of its original classification.

The reason for the linkage is that the Commission recognizes that there is a wide variability in the types of aquatic life in Colorado streams which require different levels of protection. Therefore, the numbers were chosen in some cases on a site specific basis to protect the species existing in that segment. If any reclassification is deemed a downgrading, then it will be based upon the grounds that the original classification was in error.

X.Economic Reasonableness

The Commission finds that these use classifications and water quality standards are economically reasonable. The Commission solicited and considered evidence of the economic impacts of these regulations. This evaluation necessarily involved a case-by-case consideration of such impacts, and reference is made to the fiscal impact statement for this analysis. Generally, a judgement was made as to whether the benefits in terms of improving water quality justified the costs of increased treatment. In the absence of evidence on economic impacts for a specific segment, the Commission concluded that the regulations would impose no additional economic burdens and would therefore be reasonable.

XI.Classifications and Standards - Special Cases
1.Page 1, Segment 2(a) and 2(b), Rio Grande River (proposed as page 1, segment 2)

The Rio Grande and Santa Maria Reservoirs were resegmented as 2(b) because of fluctuating water levels which precluded their use as a class 1 cold water habitat. On Segment 2(b) the water supply classification was removed as there is no water supply in place nor is it reasonably expected in the forseeable future as testified to by the Rio Grande Water Users Association. These changes were made in recognition of conditions caused by the exercise of agricultural water rights.

2.Page 1, Segment 3

On the basis of testimony received from the Colorado Water Quality Control Division and the Rio Grande Water Conservancy District, the Commission concluded that the metals values proposed by the Division were appropriate. Not withstanding the impact of diversions on stream flows, the stream segment as a whole has suitable aquatic life habitat to support the class 1 designation.

Examination of the data supported the Division's approach of pooling the data from the three reporting stations to describe existing quality in this segment.

3.Page 2, Segment 5(a), & 5(b) (proposed as page 1, segment 5)

The Commission accepted the resegmentation stipulated to by all the parties to better describe differences in water quality and habitat.

Segment 5(a) was changed to recreation class 2 consistent with the reasoning expressed in the general provisions of this basis and purpose. In adopting the class 1, cold water, aquatic life classification it was found that the habitat is sufficient to support a variety of aquatic life. Water supply and agriculture were removed. The uses are not in place and not reasonably expected.

For segment 5(b) the benthic surveys support the class 1 aquatic life designation. Standards for copper and silver were changed from proposed values due to inclusion of Chevron data.

4.Page 1, Segment 6(a) and 6(b) (proposed as page 1, segment 6)

Controversy over metals standards in testimony concerning segment 6(b) was resolved with respect to cadmium and zinc after the Commission evaluated additional data presented to it by the Chevron Corporation during the hearing. The values were changed from those proposed by the Division.

5.Page 2, Segment 7

There was controversy over the issue on segment 7 protecting the mainstem of the Rio Grande from degradation by this segment. The testimony went to whether a goal of aquatic life class 2 with a temporary modification of ambient conditions should be adopted. The Commission resolved against such a goal. Cleaning up the mine tailing debris and stream bed is not likely to occur within 20 years. The technology may be available, but no single party or government agency appeared to be likely to take on the task. Furthermore, improvement of not only the water quality but also the stream bed to achieve an aquatic life goal makes attainment of the goal uncertain. An agricultural use is in place and is apparently not impaired by metals in excess of table values.

6.Page 2, Segment 9

Evidence was presented that there was a wastewater discharge to the segment. No evidence was presented on behalf of that discharger. The Commission concluded that it was unlikely that there would be an impact on this discharger from the standards established due to minimum daily flow of 10 CFS in the stream.

7.Page 3, Segment 12

Aquatic class 1, warm water rather that aquatic life class 2, warm water or cold water was assigned in recognition of reduced flows for 1/4 mile downstream of the Excelsior Ditch. However, the stream in this segment is a perennial stream with Increases in flow expected in the future as a result of the anticipated Closed Basin discharge downstream of Alamosa. A seasonal qualifier was adopted to reflect that flows and water quality will vary with the irrigation season. However, no adverse impact upon Alamosa's wastewater discharge is anticipated because of the existing dilution to discharge ratio and the presence of an obviously excellent fishery through Alamosa.

8.Page 3, Segment 13

This segment was classified cold water class 1, aquatic life, despite the fact that segment 12 was designated warm water class 1, aquatic life. This was because there is no impact of the Closed Basin discharge upon this segment 13 according to the testimony of Mr. Thomas of the Bureau of Reclamation. Furthermore, segment 13 contains canyons where cooling occurs. In classifying this segment, the Commission recognized that this segment feeds a prime fishery immediately downstream in New Mexico.

9.Page 3, Segment 15(a) and 15(b) (proposed as page 3, segment 15)

At issue for 15(a) was whether the aquatic life classification should be retained as proposed, deleted, or whether the segment should be classified for any uses at all. The Commission concluded that these streams are dry for long periods of time and therefore do not warrant an aquatic life classification. There was testimony that waters from this segment were used for agriculture. A potential discharger would be restricted to protect the agricultural use. Additionally recreation class 2 was retained as a public health consideration.

15(b) Was separated in order to give protection to the Monte Vista and Alamos National Wildlife Refuge.

10.Page 5, Segment 21

An interrupted flow qualifier was added by the Commission at the request of the Rio Grande Water Conservancy District on the basis of the irregular draining of Terrace Reservoir.

11.Page 5, Segment 22

An interrupted flow qualifier was added by the Commission at the request of the Rio Grande Water Conservancy District due to their testimony on the impact of filling Terrace Reservoir.

12.Page 5, Segment 23

Aquatic life was removed by the Commission from the proposed classification due to the Division's rationale that the segment is dry for much of the year.

13.Page 5, Segment 24

The Water Supply Classification was removed by the Commission since it is a use not in place, nor reasonably expected in the future. The action was based on a recommendation contained in the 208 Plan and the Division's rationale.

14.Page 6, Segment 29

Due to testimony on the existence of sensitive warm water species in this segment .06 mg/l unionized ammonia was assigned to protect these species while not adversely effecting the Magnesia wastewater treatment facility.

15.Page 6, Segment 31(b) (proposed as page 3, segment 14)

For 31(b), testimony by Trout Unlimited indicated this segment contained the only native population on public land in Colorado of the Rio Grande Cut Throat Trout, which is deserving of the higher protection provided by a classification of high quality class 2, which the Commission assigned.

16.Page 9, Segment 6

The Commission felt that evidence indicated that carp were present in the segment and they would be adequately protected by assigning an ammonia standard of .1 mg/l.

17.Page 10, Segment 9

The Commission found that no aquatic life can survive in the segment due to elevated levels of heavy metals coming from the drainage from abandoned mines.

18.Page 10, Segment 13
.1 unionized ammonia was chosen to avoid imposing the likely high cost of treatment beyond secondary upon Saguache, a severely economically depressed town (as noted by administrative notice of the Commission), and since there was no testimony nor evidence concerning sensitive species in this segment, and because the stream to which Saguache discharges disappears before reaching San Luis Creek.

5 CCR 1002-36.10

38 CR 03, February 10, 2015, effective 6/30/2015
39 CR 03, February 10, 2016, effective 3/1/2016
39 CR 03, February 10, 2016, effective 6/30/2016
40 CR 03, February 10, 2017, effective 6/30/2017
41 CR 01, January 10, 2018, effective 1/31/2018
41 CR 03, February 10, 2018, effective 6/30/2018
41 CR 17, September 10, 2018, effective 12/31/2018
42 CR 04, February 25, 2019, effective 6/30/2019
43 CR 03, February 10, 2020, effective 6/30/2020
44 CR 05, March 10, 2021, effective 6/30/2021
44 CR 17, September 10, 2021, effective 12/31/2021
45 CR 17, September 10, 2022, effective 9/30/2022
46 CR 10, May 25, 2023, effective 6/14/2023