5 Colo. Code Regs. § 1002-34.6

Current through Register Vol. 47, No. 20, October 25, 2024

Section 5 CCR 1002-34.6 - [Effective until 12/31/2024] TABLES

(1)Introduction

The numeric standards for various parameters in this regulation and in the tables in Appendix 34 1 were assigned by the Commission after a careful analysis of the data presented on actual stream conditions and on actual and potential water uses. For each parameter listed in the tables in Appendix 34-1, only the most stringent standard is shown. Additional, less stringent standards may apply to protect additional uses and can be found in the tables in Regulation No. 31.

Numeric standards are not assigned for all parameters listed in the tables in Regulation No. 31. If additional numeric standards are found to be needed during future periodic reviews, they can be assigned by following the proper hearing procedures.

(2)Abbreviations:

(a) The following abbreviations are used in this regulation and the tables in Appendix 34-1:

ac	= acute (1-day)
AEL	= alternative effluent limit
°C	= degrees Celsius
ch	= chronic (30-day)
CL	= cold lake temperature tier
CLL	= cold large lake temperature tier
CS-I	= cold stream temperature tier one
CS-II	= cold stream temperature tier two
DM	= daily maximum temperature
D.O.	= dissolved oxygen
DUWS	= direct use water supply
E. coli	= Escherichia coli
mg/L	= milligrams per liter
MWAT	= maximum weekly average temperature
OW	= outstanding waters
sc	= sculpin
sp	= spawning
SSE	= site-specific equation
t	= total
t	= total recoverable
tr	= trout
TVS	= table value standard
µg/L	= micrograms per liter
UP	= use-protected
WL	= warm lake temperature tier
WS	= water supply
WS-II	= warm stream temperature tier two
WS-III	= warm stream temperature tier three

(b) In addition, the following abbreviations are used:

Iron (chronic)	= WS
Manganese (chronic)	= WS
Sulfate (chronic)	= WS

These abbreviations mean: For all surface waters with an actual water supply use, the less restrictive of the following two options shall apply as numerical standards, as specified in the Basic Standards and Methodologies at 31.16 Table II and III:

(i) existing quality as of January 1, 2000; or

(ii) Iron	= 300 µg/L (dissolved)
Manganese	= 50 µg/L (dissolved)
Sulfate	= 250 mg/L (dissolved)

For all surface waters with a "water supply" classification that are not in actual use as a water supply, no water supply standards are applied for iron, manganese or sulfate, unless the Commission determines as the result of a site-specific rulemaking hearing that such standards are appropriate.

(c) Temporary Modification for Water + Fish Chronic Arsenic Standard

(i) The temporary modification for chronic arsenic standards applied to segments with an arsenic standard of 0.02 µg/L that has been set to protect the Water + Fish qualifier is listed in the Other column in Appendix 34-1 tables as As(ch)=hybrid.

(ii) For discharges existing on or before 6/1/2013, the temporary modification is:

As(ch)=current condition, expiring on 12/31/2024. Where a permit for an existing discharge is reissued or modified while the temporary modification is in effect, the division will include additional permit Terms and Conditions, which may include requirements for additional monitoring, source identification, and characterization of source control and treatment options for reducing arsenic concentrations in effluent.

(iii) For new or increased discharges commencing on or after 6/1/2013, the temporary modification is: As(ch)=0.02-3.0 µg/L (total recoverable), expiring on 12/31/2024.

(a) The first number in the range is the health-based water quality standard previously adopted by the Commission for the segment.

(b) The second number in the range is a technology-based value established by the Commission for the purpose of this temporary modification.

(c) Control requirements, such as discharge permit effluent limitations, shall be established using the first number in the range as the ambient water quality target, provided that no effluent limitation shall require an "end-of-pipe" discharge level more restrictive than the second number in the range.

(3)Table Value Standards

In certain instances in the tables in Appendix 34-1, the designation "TVS" is used to indicate that for a particular parameter a "table value standard" has been adopted. This designation refers to numerical criteria set forth in the Basic Standards and Methodologies for Surface Water. The criteria for which the TVS are applicable are on the following table.

TABLE VALUE STANDARDS

(Concentrations in µg/L unless noted)

Click to view image

TABLE VALUE STANDARDS - FOOTNOTES

(1) Metals are stated as dissolved unless otherwise specified.

(2) Hardness values to be used in equations are in mg/L as calcium carbonate and shall be no greater than 400 mg/L, except for aluminum for which hardness shall be no greater than 220 mg/L. The hardness values used in calculating the appropriate metal standard should be based on the lower 95 per cent confidence limit of the mean hardness value at the periodic low flow criteria as determined from a regression analysis of site-specific data. Where insufficient site-specific data exists to define the mean hardness value at the periodic low flow criteria, representative regional data shall be used to perform the regression analysis. Where a regression analysis is not appropriate, a site-specific method should be used. In calculating a hardness value, regression analyses should not be extrapolated past the point that data exist.

(3) Both acute and chronic numbers adopted as stream standards are levels not to be exceeded more than once every three years on the average.

(4) For acute conditions the default assumption is that salmonids could be present in cold water segments and should be protected, and that salmonids do not need to be protected in warm water segments. For chronic conditions, the default assumptions are that early life stages could be present all year in cold water segments and should be protected. In warm water segments the default assumption is that early life stages are present and should be protected only from April 1 through August 31. These assumptions can be modified by the commission on a site-specific basis where appropriate evidence is submitted. The "T" in the chronic equations stands for temperature.

(5) The acute(warm) cadmium equation applies to segments classified as Aquatic Life Warm Class 1 or 2. The acute(cold) cadmium equation applies to segments classified as Aquatic Life Cold Class 1 or 2.

(6) Unless the stable forms of chromium in a waterbody have been characterized and shown not to be predominantly chromium VI, data reported as the measurement of all valence states of chromium combined should be treated as chromium VI. In addition, in no case can the sum of the concentrations of chromium III and chromium VI or data reported as the measurement of all valence states of chromium combined exceed the water supply standards of 50 µg/L chromium in those waters classified for domestic water use.

(7) Selenium is a bioaccumulative metal and subject to a range of toxicity values depending upon numerous site-specific variables.

(4)Discharger-specific Variances

(a) Animas and Florida River Segment 13c (COSJAF13c):

Discharger-specific Variance, Durango West Metro Dist. #2 (COG589115), Adopted 8/11/2014.

Ammonia (acute/chronic): AEL=25 mg/L (starting 1/1/2017);

Ammonia (acute/chronic): AEL=15 mg/L (starting 1/1/2019).

Expiration Date: 12/31/2024.

(b) La Plata Segment 7a (COSJLP07a):

Discharger-specific Variance, Vista Verde Village, LLC (CO0037702), Adopted 12/14/2020.

Ammonia (acute/chronic): AEL=14 mg/L (5/1-10/31);

Ammonia (acute/chronic): AEL=24 mg/L (11/1-4/30).

Expiration date: 6/30/2031. Effluent concentrations shall not exceed the current condition.

(c) La Plata Segment 10 (COSJLP10):

Discharger-specific Variance, Town of Dove Creek (COG589079), Adopted 12/14/2020.

Ammonia (acute/chronic): AEL=10 mg/L (6/1-10/31);

Ammonia (acute/chronic): AEL=20 mg/L (11/1-5/31).

Expiration date: 6/30/2025. Effluent concentrations shall not exceed the current condition.

(5)Stream Classifications and Water Quality Standards Tables

The stream classifications and water quality standards tables in Appendix 34-1 are incorporated herein by reference.

The following is information regarding duration and measured form of standards in Appendix 34-1:

(a)E. coli criteria and resulting standards for individual water segments, are established as indicators of the potential presence of pathogenic organisms. Standards for E. coli are expressed as a two-month geometric mean. Site-specific or seasonal standards are also two-month geometric means unless otherwise specified.

(b) All phosphorus standards are based upon the concentration of total phosphorus. For total phosphorus, stream standards are expressed as an annual median and for lakes standards as a summer (July 1 - September 30) average in the mixed layer. For chlorophyll a, stream standards are expressed as a maximum of attached algae and lakes standards as a summer (July 1 - September 30) average in the mixed layer. For additional assessment details, see tables at Regulation 31.17(b) and (d).

(c) The pH standards of 6.5 (or 5.0) and 9.0 are an instantaneous minimum and maximum, respectively to be applied as effluent limits. In determining instream attainment of water quality standards for pH, appropriate averaging periods may be applied, provided that beneficial uses will be fully protected.

(d) All mercury standards apply to the total recoverable fraction of all forms, both organic and inorganic, of mercury in water.

(e) All ammonia, nitrate, and nitrite standards are based upon the concentration reported as nitrogen.

(6)Site-specific Standards, Assessment Locations, and Assessment Criteria

The following criteria and/or locations shall be used when assessing whether a specified waterbody is in attainment of the specified standard.

(a) San Juan Segment 6b: Temperature Assessment Locations

* Mill Creek at 119 Road: 37.245588, -107.004398

* San Juan River below Pagosa Springs: 37.25171, -107.01037

(b) San Juan Segment 6c: Temperature Assessment Location

* Above Taylor Canyon: 37.172002, -107.035838

(c) San Juan Segment 6d: Temperature Assessment Location

* Above Rio Blanco: 37.121112, -107.044364

(d) San Juan Segment 6e: Temperature Assessment Location

* Above Navajo River: 37.04672, -107.1404

(e) San Juan Segment 6f: Temperature Assessment Location

* Above Navajo Reservoir: 37.01456, -107.30516

(f) San Juan Segment 11c: Temperature Assessment Location

* McCabe Creek at 400 Road: 37.265722,-107.013905

(g) Piedra Segment 4a: Temperature Assessment Locations

* Piedra River at Highway 160: 37.224016, -107.342255

* Devil Creek at Highway 160: 37.211038, -107.297370

(h) Piedra Segment 4b: Temperature Assessment Location

* Piedra River at SUIT boundary: 37.141004, -107.355045

(i) Piedra Segment 4c: Temperature Assessment Location

* Piedra River below Stollsteimer Creek: 37.112804, -107.38508

(j) Site-specific Standards for Animas River Segments 3a, 4a, and 9:

Segment 3a (COSJAF03a):

JAN	FEB	MAR	APR	MAY	JUNE	JULY	AUG	SEPT	OCT	NOV	DEC
Acute Standards
Zn	720	780	1060	1200	760	410	280	340	380	440	510	590
Chronic Standards
Mn	TVS	TVS	2571	2179	TVS	TVS	TVS	TVS	TVS	TVS	TVS	TVS
Zn	720	780	1060	1200	760	410	280	340	380	440	510	590

Segment 4a (COSJAF04a):

JAN	FEB	MAR	APR	MAY	JUNE	JULY	AUG	SEPT	OCT	NOV	DEC
Acute Standards
Al(T)	3100	3550	2800	2020	1010	740	700	1360	1490	1610	2280	2570
Zn	460	520	620	570	430	250	170	240	290	340	380	420
Chronic Standards
pH	5.9-9.0	5.7-9.0	6.2-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	5.9-9.0
Al(T)	3100	3550	2800	2020	1010	740	700	1360	1490	1610	2280	2570
Fe(T)	3473	2961	3776	3404	2015	1220	1286	1830	1623	2258	2631	3511
Zn	460	520	620	570	430	250	170	240	290	340	380	420

Segment 9 (COSJAF09):

JAN	FEB	MAR	APR	MAY	JUNE	JULY	AUG	SEPT	OCT	NOV	DEC
Acute Standards
Al(T)	4680	4950	4560	3800	1390	1350	1290	2040	2570	2680	3450	4050
Chronic Standards
pH	4.9-9.0	4.8-9.0	4.9-9.0	5.9-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.5-9.0	6.2-9.0	5.4-9.0
Al(T)	4680	4950	4560	3800	1390	1350	1290	2040	2570	2680	3450	4050
Cu	TVS	TVS	TVS	18	20	TVS	TVS	TVS	TVS	TVS	TVS	TVS
Fe(T)	3420	3800	4370	3370	3150	2210	2275	2280	3020	3580	3620	3490
Zn	TVS	TVS	TVS	TVS	230	TVS	TVS	TVS	TVS	TVS	TVS	TVS

5 CCR 1002-34.6

37 CR 17, September 10, 2014, effective 3/1/2015

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

40 CR 17, September 10, 2017, effective 12/31/2017

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