5 Colo. Code Regs. § 1002-32.15

Current through Register Vol. 47, No. 22, November 25, 2024
Section 5 CCR 1002-32.15 - STATEMENT OF BASIS, SPECIFIC STATUTORY AUTHORITY, AND PURPOSE; NOVEMBER, 1989 HEARING ON SEVERAL SEGMENTS:

The provisions of 25-8-202(1)(a), (b) and (2); 25-8-203; 25-8-204; and 25-8-402 C.R.S. provide the specific statutory authority for adoption of these regulatory amendments. The Commission also adopted, in compliance with 24-4-103(4), C.R.S., the following statement of basis and purpose.

Basis and Purpose:

First, the Commission has adopted new introductory language for the tables in section 6. The purpose of this language is to explain the new references to "table value standards" (TVS) that are contained in the Tables. The other changes considered and adopted are addressed below by segment.

A.Aquatic Life Class 1 with Table Values; New High Quality 2 Designations

Upper Arkansas segments 12, 13, 15, 16a, 16c, 17a, 17c, 18a, 19, 20, 23, 24

Middle Arkansas segments 5, 6, 9, 10, 11, 14, 16, 19, 20, 21

Fountain Creek segments 4 and 5

Lower Arkansas segments 3, 5b, 6a, 8, 11

Numerical standards for metals for these segments have in most instances previously been based on table values contained in Table III of the Basic Standards and Methodologies for Surface Water. Table III has been substantially revised, effective September 30, 1988. From the information available, it appears that the existing quality of these segments meets or exceeds the quality specified by the revised criteria in Table III, and new acute and chronic table value standards based thereon have therefore been adopted. There are also some of these segments whose previous standards were values based on alkalinity ranges. However, these segments generally have much higher hardness than alkalinity, and the new table values (based on hardness-dependent equations) are now appropriate as standards.

Second, in addition to these standards changes, the use classifications have been revised where necessary so that each of these segments has the following classifications:

Recreation - Class 1

Cold Water Aquatic Life - Class 1

Water Supply

Agriculture

These classifications are appropriate because the existing quality is adequate to protect these uses.

Third, a High Quality 2 designation has been established for each of these segments. The best available information in each case indicates that the existing quality for dissolved oxygen, pH, fecal coliform, cadmium, copper, iron, lead, manganese, mercury, selenium, silver and zinc is better than that specified in Tables I, II and III of the Basic Standards and Methodologies for Surface Water, for the protection of aquatic life class 1 and recreation class 1 uses.

Wilson Creek, Upper Arkansas segment 23, has been reclassified from aquatic life cold, class 2 to aquatic life class 1, with a High Quality 2 designation. A field review by the Division indicates the presence of aquatic life in the segment including reproducing brook trout. Table value standards were adopted because ambient water quality is better than specified by the standards at ambient hardness.

B.Existing High Quality 2 Segments; New Classifications and Standards

Upper Arkansas segments 1a, 25

Middle Arkansas segments 22, 23, 24

These segments were already described as High Quality Class 2, and available information indicates that the parallel new High Quality 2 designation continues to be appropriate for each. Upper Arkansas segment 1a is within the Collegiate Peaks wilderness area. Upper Arkansas segment 25 and Middle Arkansas segments 22, 23, and 24 contain an endangered species of cutthroat trout. In addition, the following use classifications and associated table value standards were adopted for these segments:

Recreation - Class 1

Cold Water Aquatic Life - Class 1

Water Supply

Agriculture

These classifications and standards are appropriate based on the best available information regarding existing quality. These provisions would apply in the event that degradation is determined to be necessary following an activity-specific antidegradation review.

C.New Use-Protected Designations; No Change in Numeric Standards

Upper Arkansas segments 8a1, 8a2, 14, 22, 26

Middle Arkansas segments 4, 13, 18

Fountain Creek segments 3a, 8

Lower Arkansas segments 2, 6b, 13

Cimarron River segment 1

These segments all qualify for a use-protected designation based on their present classifications. Lower Arkansas segment 6b and Upper Arkansas segments 8a1, 8a2, and 14 have cold water class 2 classifications. The remaining segments have warm water class 2 classifications. Existing standards are recommended because these segments either have no metal standards or because no dissolved metals data is available for them at this time (Upper Arkansas segments 8a1 and 8a2).

D.New Use-Protected Designations; Revised Numeric Standards

Middle Arkansas segments 3, 7, 8, 15, 17

Fountain Creek segments 6 and 7

Lower Arkansas segments 1, 4, 7, 9, 14

Cimarron River segment 2

Middle Arkansas segments 7, 8, 15 and 17; Fountain Creek segments 6, 7; Lower Arkansas segments 1, 4, 7, 9 and 14, and Cimarron River segment 2 are qualified for a use-protected designation because they are classified recreation class 2 and aquatic life warm class 1 or 2.

Table value standards are adopted for all constituents, except as noted below.

Segment

Constituent(s)

Fountain Creek, 7

Fe

Lower Arkansas, 1

SO4, Fe

E.No Change in Designation; Revised Numeric Standards

Upper Arkansas segments 1b, 1c, 2a, 2b, 2c, 3, 4, 5, 6, 10, 16b, 17b, 21, 27

Middle Arkansas segments 1, 2, 12

Fountain Creek segments 3b, 9

Lower Arkansas segments 5a, 10, 10a, 12, 12a

The principal issues considered for segment 1b of the Upper Arkansas were the addition of an agriculture classification and the assignment of ambient based standards for zinc, lead, and copper. Consideration of a use-protected designation was also discussed but rejected because the data was in total recoverable form and not dissolved. The Commission declined to adopt the agriculture classification because although the quality of the water would support the use, the water was not currently being used for this purpose and was not likely to be in the future. Table value standards were adopted for zinc, lead and copper with a temporary modification of 250 ug/l for zinc, 12 ug/L for lead and 10 ug/L for copper, each as total recoverable, to expire December 31, 1992. In setting these standards, the Commission rejected deletion of the runoff data and considered adopting seasonal standards. Seasonal standards were not adopted because this would result in spring runoff standards several times higher than the acute criterion.

The Commission's action in adopting the temporary modifications and underlying standards for zinc, lead, and copper on segment 1b assumes that dissolved data will be available for the next triennial review (1991), and that revisions to both the temporary modifications and the underlying standards, if appropriate, can be made at that time.

On segments 2c and 3 the Commission has adopted temporary modifications and underlying standards due to the metals loading from the Leadville area, i.e. California Gulch and the Leadville Tunnel. On segment 2c an underlying TVS standard for cadmium was adopted with a 3-year temporary modification of 2.3 ug/l. The zinc standard was set at 118 ug/l with a 3-year temporary modification of 565 ug/l. On segment 3, an underlying zinc standard of 130 ug/l was adopted with a 250 ug/l temporary modification, the temporary modification only in effect on that portion of the segment from Lake Creek to US Highway 25. On both segments the underlying zinc standard is based on the EPA chronic zinc criterion for the average hardnesses in each segment. This modification from Colorado's criterion of 45 ug/l was justified by site-specific Division of Wildlife bioassays in these reaches of the Arkansas River. The temporary modification to the cadmium and zinc standards are based on the 85 percentile values of the dissolved cadmium and zinc data available on each segment. It is felt that the underlying standards will easily be obtained in the next 3 years with the clean-up of the Leadville Tunnel and the Yak Tunnel on California Gulch.

Segment 4 is classified cold water aquatic life class 1, recreation class 1. Table value standards are met for all constituents in this segment except total recoverable iron. An ambient standard of 1,200 ug/l is adopted for iron and table values are adopted for the rest.

The water supply use classification was removed from Upper Arkansas segment 9 because the ambient concentration of sulfate and manganese in the segment are inconsistent with the criteria for water supply and there is no existing or historic water supply uses of segment 9 waters.

New segments, Lower Arkansas 10a and 12a were created for Lakes Meredith and Henry, respectively. Lower Arkansas segments 10 and 12, which include several plains reservoirs, were designated high quality class 2 because they have the necessary use classifications. With respect to Lakes Meredith and Henry, the City of Colorado Springs testified that these two reservoirs are frequently dried up during the exercise of water rights, and thus should not be designated high quality.

Existing use classifications (Recreation 1, warm water aquatic life 1, water supply, and agriculture) and TVS were adopted for segments 10a and 12a. Segments 10a and 12a were not designated high quality 2.

Consideration of standards for Upper Arkansas segments 2a, 2b and 6 was continued until April, 1990 because of concerns that proposed standards were not protective of aquatic life and may be inconsistent with clean-up goals of the Leadville Drain and California Gulch Superfund projects. Existing classifications remain in place for all three segments. For segment 6, all numerical standards except fecal coliform have been deleted. No party objected to this change. For segments 2a and 2b, the Commission has adopted table value standards as the underlying numerical standards, with eight- year temporary modifications based on existing ambient quality.

At the time that the original classifications and standards were adopted for segments 2a and 2b, in 1982, the Commission concluded that the prospects for future improvement of water quality were "too speculative" to adopt more-stringent-than-ambient water quality standards for these segments. Since then, the prospects for improvement have changed substantially. In view of the pending treatment of Leadville Tunnel water and the Superfund actions addressing California Gulch clean-up, the Commission now believes that it is appropriate to adopt table value standards for these segments, to serve as a goal for future clean-up, and protection from any new discharges.

There is some uncertainty at this time as to the precise metals levels that will be achieved instream following pending cleanup actions. The eight-year temporary modifications will not only allow time for substantial cleanup to occur, but will allow two triennial reviews to further assess the appropriateness of the underlying standards before they go into effect. If better information available in the future indicates that different underlying standards are appropriate, the standards can be modified at that time. As a matter of policy, the Commission does not believe that leaving ambient-quality-based standards in place as the sole standards for these segments at this time is appropriate, since that would suggest that the existing quality is acceptable for the future. That result would ignore the clean-up actions already planned and would be inconsistent with the Water Quality Control Act policy of improving water quality where necessary and reasonable.

F.Fountain Creek, Segment 2
1. At the November 6, 1989, rulemaking hearing, the Water Quality Control Division recommended the adoption of an Aquatic Life Class 2 classification for Fountain Creek, Segment 2, because of the presence of propagating fish in the 50-mile-long stream segment.
2. The City of Colorado Springs, the major discharger to the segment, contended that the Aquatic Life Class 2 classification was not an attainable use. The Division and Colorado Division of Wildlife, however contended that the use is in place. A Use Attainability Analysis (UAA) performed by the City showed there were 13 species of fish, in the minnow, sucker, perch, killifish, sunfish, and strickleback families, but found only from time to time and scattered over the 50-mile-long reach. At least 30 species of aquatic macroinvertebrates were also found. The UAA demonstrated that the fish population density, or abundance, was very low. But the Division noted in its testimony, the density was as expected for a plains stream. The UAA included evidence that both the high sediment loading and the high flooding flows due to both natural and anthropogenic causes substantially impaired habitat for fish, consistent with the Class 2 warmwater aquatic life classification. (The impairment was due to highly erosive soils, a shale and grain sand stream bottom, significant change in topographical elevation and a history of flash flooding; the anthropogenic causes included agricultural diversion dams, agricultural activities, stream channelization, and storm water runoff.) The UAA demonstrated that the fish above and below the wastewater discharge point were the same in quantity and kind despite the unionized ammonia discharged. Levels of unionized ammonia monitored at downstream sites have reached levels known to be acutely and chronically toxic to warmwater fish, according to the literature. However, testimony was uncertain whether any increased toxic effects occurred at any point further downstream. The City testified that there would be no increase in the number of fish due to the water quality improvements because of the habitat impairment. The City urged that the absence of any value from the additional treatment justified the conclusion that the Aquatic Life Class 2 was not attainable. The Division expected improved numbers and kinds of fish in the reach below the discharge.
3. According to a USGS report, 93 percent of the total nitrogen load to Widefield aquifer was from the Colorado Springs Sewage Treatment Plant effluent in 1982.
4. Because of the conflicting and strongly disputed testimony regarding the attainability of the aquatic life use, the Commission conducted extensive deliberations regarding this issue. The importance of this determination was also reflected by substantial testimony from the City of Colorado Springs regarding the costs of additional treatment facilities and the resulting economic impact. At the suggestion of the parties, the Commission suspended its deliberations for several months, to allow discussions among the City, the Division, and EPA, in an effort to achieve a mutually acceptable resolution of the issues presented. These discussions have resulted in a proposal that is acceptable to these three entities, as described below. EPA did not participate as a party and has yet to review or approve a Commission decision, but EPA has participated and offered recommendations in discussions on the package of decisions. After review, the Commission has determined that this proposed resolution is appropriate, and is supportable by the facts presented in the hearing.
5. The City agreed not to contest the Aquatic Life Class 2 classification if a six-year Temporary Modification is provided to enable approximately a six-year period for construction of required advanced waste treatment facilities. These facilities are designed primarily to remove total inorganic nitrogen (TIN) to protect the Widefield Aquifer drinking water quality. This goal will also have the added benefit of protecting aquatic life.
6. An underlying standard of 0.1 mg/L unionized ammonia will be attained at the end of the Temporary Modification. During the Temporary Modification, existing (1989) conditions, as reflected by a 20 mg/L (30-d average) effluent concentration shall be maintained. The duration of the Temporary Modifications is based upon the construction schedule shown in "Advanced Wastewater Treatment Evaluation and Facility Plan Update," dated April 16, 1990 by Brown & Caldwell, Consulting engineers for the City of Colorado Springs. That schedule requires design work during 1990 into early 1991; first phase construction from 1991 into 1993; and second phase construction from 1993 to the end of 1995. Compliance with the unionized ammonia standard is expected when the temporary modification expires on July 30, 1996. This schedule assumes optimum design, scheduling, construction, and start up conditions. This Facility Plan will meet the total ammonia limit for the purpose of protecting aquatic life, and will reduce TIN for the purpose of protecting the drinking water in the Widefield Aquifer. A three-year study on the Widefield aquifer may require the construction of additional facilities beyond those presently anticipated. The Division has indicated that based upon this study, the permit may be modified to include a compliance schedule and an interim limit for TIN to allow the City more time to construct additional nitrogen removal facilities. The justification for the Temporary Modification, as provided in Commission Regulation 3.1.7, is the time required to construct extensive advanced waste treatment facilities to implement measures to achieve compliance with standards. The temporary modification will be reviewed at the triennial review in 1994.
7. The Commission concludes that table value standards for all metals except iron are appropriate since the 85th percentile of ambient dissolved metals data is below a calculated TVS standard at a conservative hardness of 140 mg/l. The 85th percentile of total recoverable iron is 3,200 ug/l and was the basis for that standard.
8. The Water Quality Control Division has indicated that the Colorado Springs discharge permit would be written in the following manner. In lieu of a nitrate effluent limit to protect the drinking water use in the Widefield Aquifer, a total inorganic nitrogen (TIN) limit shall be used for permitting purposes. The exact effluent concentration limit will be derived after a City conducted three-year study is completed concerning the relationship between stream and groundwater concentrations of ammonia, nitrate, and total nitrogen. Unless additional treatment facilities are required as a result of the TIN study, the permit shall require compliance with the TIN effluent limit at the time that the .1 mg/L unionized ammonia standard becomes effective. Recent Colorado Ammonia Model analysis-the assumptions used therein having consensus of support-identified a seasonal ammonia limit of 6 mg/L necessary to protect the .1 mg/L unionized ammonia stream standard. Both a total ammonia effluent limit necessary to protect the aquatic life standard and a TIN limit to protect the drinking water use in the Widefield Aquifer will be included in the permit. Compliance with effluent limits will be based upon a flow weighted average of the two effluent discharge points for all parameters for which such computation is appropriate. The treatment facilities to achieve the presently anticipated standards and effluent limits are expected to cost approximately $20 million. This estimate is down from the original estimate of $42 million for nitrification and denitrification facilities at both the trickling filter and the activated sludge portions of the City of Colorado Springs wastewater plant. The Commission concludes that the permitting approach described above is consistent with the stream classifications and water quality standards adopted.

Parties to the Hearing

1. AMAX, Inc.
2. ASARCO, Incorporated & Res ASARCO Joint Venture
3. CF&I Steel Corporation
4. Colorado Division of Wildlife
5. City of Colorado Springs, Water & Wastewater Divisions
6. Board of Water Works of Pueblo
7. City of Pueblo
8. City of Salida

FINDINGS REGARDING BASIS FOR EMERGENCY RULE SEPTEMBER 11, 1990:

The Commission held this emergency rulemaking hearing to readopt the classifications and numeric standards for one segment of the Arkansas River Basin to correct typographical errors in the original filing. The affected regulation was amended on June 5, 1990 and was filed within the required timeframes with the Secretary of State's Office and the Office of Legislative Legal Services. The Commission learned shortly after the filings that there was an error on page 12, segment 2, Fountain Creek of the tables.

The Commission finds that the immediate adoption of this regulation is imperatively necessary for the preservation of public health, safety, or welfare and that compliance with normal notice requirements would be contrary to the public interest. Emergency adoption is necessary to assure that the published regulation is consistent with the regulation that the commission adopted, to avoid confusion for the public and to assure that the revised discharge permit for the City of Colorado Springs is consistent with the Water Quality Control Commission's action.

5 CCR 1002-32.15

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