Loading (50 kb)...'
(continued)
Prisoners Point, Buckley D29/RSAN038, @ 25 °C.... mean daily for
Cove, Rough and Ready P8/RSAN056, the period not
Island, Brandt Bridge, -/RSAN062, more than
Mossdale, and Vernalis. C6/RSAN073, value shown,
C7/RSAN087, in mmhos.
C10/RSAN112
San Joaquin River at Jersey D15/RSAN018, Specific 14-day running Not Applicable. [le]2.5 MAF April 1 to May 0.44 micro-
Point, San Andreas Landing C4/RSAN032, Conductance. average of 31. mhos.
and Prisoners Point. D29/RSAN038 mean daily for
the period not
more than
value shown,
in mmhos.
--------------------------------------------------------------------------------------------------------------------------------------------------------
(c) Definitions. Terms used in paragraphs (a) and (b) of this section, shall be defined as follows:
(1) Water year. A water year is the twelve calendar months beginning October 1.
(2) 8-River Index. The flow determinations are made and are published by the California Department of Water Resources in Bulletin 120. The 8-River Index shall be computed as the sum of flows at the following stations:
(i) Sacramento River at Band Bridge, near Red Bluff;
(ii) Feather River, total inflow to Oroville Reservoir;
(iii) Yuba River at Smartville;
(iv) American River, total inflow to Folsom Reservoir;
(v) Stanislaus River, total inflow to New Melones Reservoir;
(vi) Tuolumne River, total inflow to Don Pedro Reservoir;
(vii) Merced River, total inflow to Exchequer Reservoir; and
(viii) San Joaquin River, total inflow to Millerton Lake.
(3) San Joaquin Valley Index. (i) The San Joaquin Valley Index is computed according to the following formula:
ISJ=0.6X+0.2Y and 0.2Z
where
ISJ=San Joaquin Valley Index
X=Current year's April-July San Joaquin Valley unimpaired runoff
Y=Current year's October-March San Joaquin Valley unimpaired runoff
Z=Previous year's index in MAF, not to exceed 0.9 MAF
(ii) Measuring San Joaquin Valley unimpaired runoff. San Joaquin Valley unimpaired runoff for the current water year is a forecast of the sum of the following locations: Stanislaus River, total flow to New Melones Reservoir; Tuolumne River, total inflow to Don Pedro Reservoir; Merced River, total flow to Exchequer Reservoir; San Joaquin River, total inflow to Millerton Lake.
(4) Salinity. Salinity is the total concentration of dissolved ions in water. It shall be measured by specific conductance in accordance with the procedures set forth in 40 CFR 136.3, Table 1B, Parameter 64.
[60 FR 4707, Jan. 24, 1995]
§ 131.38 Establishment of numeric criteria for priority toxic pollutants for the State of California.
top
(a) Scope. This section promulgates criteria for priority toxic pollutants in the State of California for inland surface waters and enclosed bays and estuaries. This section also contains a compliance schedule provision.
(b)(1) Criteria for Priority Toxic Pollutants in the State of California as described in the following table:
View or download PDF
View or download PDF
View or download PDF
View or download PDF
Footnotes to table in paragraph (b)(1):
a. Criteria revised to reflect the Agency q1* or RfD, as contained in the Integrated Risk Information System (IRIS) as of October 1, 1996. The fish tissue bioconcentration factor (BCF) from the 1980 documents was retained in each case.
b. Criteria apply to California waters except for those waters subject to objectives in Tables III–2A and III–2B of the San Francisco Regional Water Quality Control Board's (SFRWQCB) 1986 Basin Plan that were adopted by the SFRWQCB and the State Water Resources Control Board, approved by EPA, and which continue to apply. For copper and nickel, criteria apply to California waters except for waters south of Dumbarton Bridge in San Francisco Bay that are subject to the objectives in the SFRWQCB's Basin Plan as amended by SFRWQCB Resolution R2–2002–0061, dated May 22, 2002, and approved by the State Water Resources Control Board. EPA approved the aquatic life site-specific objectives on January 21, 2003. The copper and nickel aquatic life site-specific objectives contained in the amended Basin Plan apply instead.
c. Criteria are based on carcinogenicity of 10 (-6) risk.
d. Criteria Maximum Concentration (CMC) equals the highest concentration of a pollutant to which aquatic life can be exposed for a short period of time without deleterious effects. Criteria Continuous Concentration (CCC) equals the highest concentration of a pollutant to which aquatic life can be exposed for an extended period of time (4 days) without deleterious effects. ug/L equals micrograms per liter.
e. Freshwater aquatic life criteria for metals are expressed as a function of total hardness (mg/L) in the water body. The equations are provided in matrix at paragraph (b)(2) of this section. Values displayed above in the matrix correspond to a total hardness of 100 mg/l.
f. Freshwater aquatic life criteria for pentachlorophenol are expressed as a function of pH, and are calculated as follows: Values displayed above in the matrix correspond to a pH of 7.8. CMC = exp(1.005(pH)-4.869). CCC = exp(1.005(pH)-5.134).
g. This criterion is based on 304(a) aquatic life criterion issued in 1980, and was issued in one of the following documents: Aldrin/Dieldrin (EPA 440/5–80–019), Chlordane (EPA 440/5–80–027), DDT (EPA 440/5–80–038), Endosulfan (EPA 440/5–80–046), Endrin (EPA 440/5–80–047), Heptachlor (440/5–80–052), Hexachlorocyclohexane (EPA 440/5–80–054), Silver (EPA 440/5–80–071). The Minimum Data Requirements and derivation procedures were different in the 1980 Guidelines than in the 1985 Guidelines. For example, a “CMC” derived using the 1980 Guidelines was derived to be used as an instantaneous maximum. If assessment is to be done using an averaging period, the values given should be divided by 2 to obtain a value that is more comparable to a CMC derived using the 1985 Guidelines.
h. These totals simply sum the criteria in each column. For aquatic life, there are 23 priority toxic pollutants with some type of freshwater or saltwater, acute or chronic criteria. For human health, there are 92 priority toxic pollutants with either “water + organism” or “organism only” criteria. Note that these totals count chromium as one pollutant even though EPA has developed criteria based on two valence states. In the matrix, EPA has assigned numbers 5a and 5b to the criteria for chromium to reflect the fact that the list of 126 priority pollutants includes only a single listing for chromium.
i. Criteria for these metals are expressed as a function of the water-effect ratio, WER, as defined in paragraph (c) of this section. CMC = column B1 or C1 value×WER; CCC = column B2 or C2 value×WER.
j. No criterion for protection of human health from consumption of aquatic organisms (excluding water) was presented in the 1980 criteria document or in the 1986 Quality Criteria for Water. Nevertheless, sufficient information was presented in the 1980 document to allow a calculation of a criterion, even though the results of such a calculation were not shown in the document.
k. The CWA 304(a) criterion for asbestos is the MCL.
l. [Reserved]
m. These freshwater and saltwater criteria for metals are expressed in terms of the dissolved fraction of the metal in the water column. Criterion values were calculated by using EPA's Clean Water Act 304(a) guidance values (described in the total recoverable fraction) and then applying the conversion factors in §131.36(b)(1) and (2).
n. EPA is not promulgating human health criteria for these contaminants. However, permit authorities should address these contaminants in NPDES permit actions using the State's existing narrative criteria for toxics.
o. These criteria were promulgated for specific waters in California in the National Toxics Rule (“NTR”), at §131.36. The specific waters to which the NTR criteria apply include: Waters of the State defined as bays or estuaries and waters of the State defined as inland, i.e., all surface waters of the State not ocean waters. These waters specifically include the San Francisco Bay upstream to and including Suisun Bay and the Sacramento-San Joaquin Delta. This section does not apply instead of the NTR for this criterion.
p. A criterion of 20 ug/l was promulgated for specific waters in California in the NTR and was promulgated in the total recoverable form. The specific waters to which the NTR criterion applies include: Waters of the San Francisco Bay upstream to and including Suisun Bay and the Sacramento-San Joaquin Delta; and waters of Salt Slough, Mud Slough (north) and the San Joaquin River, Sack Dam to the mouth of the Merced River. This section does not apply instead of the NTR for this criterion. The State of California adopted and EPA approved a site specific criterion for the San Joaquin River, mouth of Merced to Vernalis; therefore, this section does not apply to these waters.
q. This criterion is expressed in the total recoverable form. This criterion was promulgated for specific waters in California in the NTR and was promulgated in the total recoverable form. The specific waters to which the NTR criterion applies include: Waters of the San Francisco Bay upstream to and including Suisun Bay and the Sacramento-San Joaquin Delta; and waters of Salt Slough, Mud Slough (north) and the San Joaquin River, Sack Dam to Vernalis. This criterion does not apply instead of the NTR for these waters. This criterion applies to additional waters of the United States in the State of California pursuant to 40 CFR 131.38(c). The State of California adopted and EPA approved a site-specific criterion for the Grassland Water District, San Luis National Wildlife Refuge, and the Los Banos State Wildlife Refuge; therefore, this criterion does not apply to these waters.
r. These criteria were promulgated for specific waters in California in the NTR. The specific waters to which the NTR criteria apply include: Waters of the State defined as bays or estuaries including the San Francisco Bay upstream to and including Suisun Bay and the Sacramento-San Joaquin Delta. This section does not apply instead of the NTR for these criteria.
s. These criteria were promulgated for specific waters in California in the NTR. The specific waters to which the NTR criteria apply include: Waters of the Sacramento-San Joaquin Delta and waters of the State defined as inland ( i.e., all surface waters of the State not bays or estuaries or ocean) that include a MUN use designation. This section does not apply instead of the NTR for these criteria.
t. These criteria were promulgated for specific waters in California in the NTR. The specific waters to which the NTR criteria apply include: Waters of the State defined as bays and estuaries including San Francisco Bay upstream to and including Suisun Bay and the Sacramento-San Joaquin Delta; and waters of the State defined as inland (i.e., all surface waters of the State not bays or estuaries or ocean) without a MUN use designation. This section does not apply instead of the NTR for these criteria.
u. PCBs are a class of chemicals which include aroclors 1242, 1254, 1221, 1232, 1248, 1260, and 1016, CAS numbers 53469219, 11097691, 11104282, 11141165, 12672296, 11096825, and 12674112, respectively. The aquatic life criteria apply to the sum of this set of seven aroclors.
v. This criterion applies to total PCBs, e.g., the sum of all congener or isomer or homolog or aroclor analyses.
w. This criterion has been recalculated pursuant to the 1995 Updates: Water Quality Criteria Documents for the Protection of Aquatic Life in Ambient Water, Office of Water, EPA–820-B–96–001, September 1996. See also Great Lakes Water Quality Initiative Criteria Documents for the Protection of Aquatic Life in Ambient Water, Office of Water, EPA–80–B–95–004, March 1995.
x. The State of California has adopted and EPA has approved site specific criteria for the Sacramento River (and tributaries) above Hamilton City; therefore, these criteria do not apply to these waters.
General Notes to Table in Paragraph (b)(1)
1. The table in this paragraph (b)(1) lists all of EPA's priority toxic pollutants whether or not criteria guidance are available. Blank spaces indicate the absence of national section 304(a) criteria guidance. Because of variations in chemical nomenclature systems, this listing of toxic pollutants does not duplicate the listing in Appendix A to 40 CFR Part 423–126 Priority Pollutants. EPA has added the Chemical Abstracts Service (CAS) registry numbers, which provide a unique identification for each chemical.
2. The following chemicals have organoleptic-based criteria recommendations that are not included on this chart: zinc, 3-methyl-4-chlorophenol.
3. Freshwater and saltwater aquatic life criteria apply as specified in paragraph (c)(3) of this section.
(2) Factors for Calculating Metals Criteria. Final CMC and CCC values should be rounded to two significant figures.
(i) CMC = WER × (Acute Conversion Factor) × (exp{mA[1n (hardness)]+bA})
(ii) CCC = WER × (Chronic Conversion Factor) × (exp{mC[ln(hardness)]+bC})
(iii) Table 1 to paragraph (b)(2) of this section:
----------------------------------------------------------------------------------------------------------------
Metal mA bA mC bC
----------------------------------------------------------------------------------------------------------------
Cadmium......................................... 1.128 -3.6867 0.7852 -2.715
Copper.......................................... 0.9422 -1.700 0.8545 -1.702
Chromium (III).................................. 0.8190 3.688 0.8190 1.561
Lead............................................ 1.273 -1.460 1.273 -4.705
Nickel.......................................... 0.8460 2.255 0.8460 0.0584
Silver.......................................... 1.72 -6.52
Zinc............................................ 0.8473 0.884 0.8473 0.884
----------------------------------------------------------------------------------------------------------------
Note to Table 1: The term ``exp'' represents the base e exponential function.
(iv) Table 2 to paragraph (b)(2) of this section:
----------------------------------------------------------------------------------------------------------------
Conversion CF for CF a for
factor (CF) for freshwater CF for saltwater
Metal freshwater chronic saltwater chronic
acute criteria criteria acute criteria criteria
----------------------------------------------------------------------------------------------------------------
Antimony....................................... (d) (d) (d) (d)
Arsenic........................................ 1.000 1.000 1.000 1.000
Beryllium...................................... (d) (d) (d) (d)
Cadmium........................................ b 0.944 b 0.909 0.994 0.994
Chromium (III)................................. 0.316 0.860 (d) (d)
Chromium (VI).................................. 0.982 0.962 0.993 0.993
Copper......................................... 0.960 0.960 0.83 0.83
Lead........................................... b 0.791 b 0.791 0.951 0.951
Mercury........................................ ............... .............. .............. ..............
Nickel......................................... 0.998 0.997 0.990 0.990
Selenium....................................... ............... (c) 0.998 0.998
Silver......................................... 0.85 (d) 0.85 (d)
Thallium....................................... (d) (d) (d) (d)
Zinc........................................... 0.978 0.986 0.946 0.946
----------------------------------------------------------------------------------------------------------------
Footnotes to Table 2 of Paragraph (b)(2):
\a\ Conversion Factors for chronic marine criteria are not currently available. Conversion Factors for acute
marine criteria have been used for both acute and chronic marine criteria.
\b\ Conversion Factors for these pollutants in freshwater are hardness dependent. CFs are based on a hardness of
100 mg/l as calcium carbonate (CaCO3). Other hardness can be used; CFs should be recalculated using the
equations in table 3 to paragraph (b)(2) of this section.
\c\ Bioaccumulative compound and inappropriate to adjust to percent dissolved.
\d\ EPA has not published an aquatic life criterion value.
Note to Table 2 of Paragraph (b)(2): The term “Conversion Factor” represents the recommended conversion factor for converting a metal criterion expressed as the total recoverable fraction in the water column to a criterion expressed as the dissolved fraction in the water column. See “Office of Water Policy and Technical Guidance on Interpretation and Implementation of Aquatic Life Metals Criteria”, October 1, 1993, by Martha G. Prothro, Acting Assistant Administrator for Water available from Water Resource Center, USEPA, Mailcode RC4100, M Street SW, Washington, DC 20460 and the note to §131.36(b)(1).
(v) Table 3 to paragraph (b)(2) of this section:
------------------------------------------------------------------------
Acute Chronic
------------------------------------------------------------------------
Cadmium..................... CF=1.136672_[(ln CF = 1.101672_[(ln
{hardness&rcub {hardness&rcub
;) (0.041838)]. ;)(0.041838)]
Lead........................ CF=1.46203_[(ln CF = 1.46203_[(ln
{hardness&rcub {hardness&rcub
;)(0.145712)]. ;)(0.145712)]
------------------------------------------------------------------------
(c) Applicability. (1) The criteria in paragraph (b) of this section apply to the State's designated uses cited in paragraph (d) of this section and apply concurrently with any criteria adopted by the State, except when State regulations contain criteria which are more stringent for a particular parameter and use, or except as provided in footnotes p, q, and x to the table in paragraph (b)(1) of this section.
(2) The criteria established in this section are subject to the State's general rules of applicability in the same way and to the same extent as are other Federally-adopted and State-adopted numeric toxics criteria when applied to the same use classifications including mixing zones, and low flow values below which numeric standards can be exceeded in flowing fresh waters.
(i) For all waters with mixing zone regulations or implementation procedures, the criteria apply at the appropriate locations within or at the boundary of the mixing zones; otherwise the criteria apply throughout the water body including at the point of discharge into the water body.
(ii) The State shall not use a low flow value below which numeric standards can be exceeded that is less stringent than the flows in Table 4 to paragraph (c)(2) of this section for streams and rivers.
(iii) Table 4 to paragraph (c)(2) of this section:
------------------------------------------------------------------------
Criteria Design flow
------------------------------------------------------------------------
Aquatic Life Acute Criteria (CMC)......... 1 Q 10 or 1 B 3
Aquatic Life Chronic Criteria (CCC)....... 7 Q 10 or 4 B 3
Human Health Criteria..................... Harmonic Mean Flow
------------------------------------------------------------------------
Note to table 4 of paragraph (c)(2): 1. CMC (Criteria Maximum Concentration) is the water quality criteria to protect against acute effects in aquatic life and is the highest instream concentration of a priority toxic pollutant consisting of a short-term average not to be exceeded more than once every three years on the average.
2. CCC (Continuous Criteria Concentration) is the water quality criteria to protect against chronic effects in aquatic life and is the highest in stream concentration of a priority toxic pollutant consisting of a 4-day average not to be exceeded more than once every three years on the average.
3. 1 Q 10 is the lowest one day flow with an average recurrence frequency of once in 10 years determined hydrologically.
4. 1 B 3 is biologically based and indicates an allowable exceedence of once every 3 years. It is determined by EPA's computerized method (DFLOW model).
5. 7 Q 10 is the lowest average 7 consecutive day low flow with an average recurrence frequency of once in 10 years determined hydrologically.
6. 4 B 3 is biologically based and indicates an allowable exceedence for 4 consecutive days once every 3 years. It is determined by EPA's computerized method (DFLOW model).
(iv) If the State does not have such a low flow value below which numeric standards do not apply, then the criteria included in paragraph (d) of this section apply at all flows.
(v) If the CMC short-term averaging period, the CCC four-day averaging period, or once in three-year frequency is inappropriate for a criterion or the site to which a criterion applies, the State may apply to EPA for approval of an alternative averaging period, frequency, and related design flow. The State must submit to EPA the bases for any alternative averaging period, frequency, and related design flow. Before approving any change, EPA will publish for public comment, a document proposing the change.
(3) The freshwater and saltwater aquatic life criteria in the matrix in paragraph (b)(1) of this section apply as follows:
(i) For waters in which the salinity is equal to or less than 1 part per thousand 95% or more of the time, the applicable criteria are the freshwater criteria in Column B;
(ii) For waters in which the salinity is equal to or greater than 10 parts per thousand 95% or more of the time, the applicable criteria are the saltwater criteria in Column C except for selenium in the San Francisco Bay estuary where the applicable criteria are the freshwater criteria in Column B (refer to footnotes p and q to the table in paragraph (b)(1) of this section); and
(iii) For waters in which the salinity is between 1 and 10 parts per thousand as defined in paragraphs (c)(3)(i) and (ii) of this section, the applicable criteria are the more stringent of the freshwater or saltwater criteria. However, the Regional Administrator may approve the use of the alternative freshwater or saltwater criteria if scientifically defensible information and data demonstrate that on a site-specific basis the biology of the water body is dominated by freshwater aquatic life and that freshwater criteria are more appropriate; or conversely, the biology of the water body is dominated by saltwater aquatic life and that saltwater criteria are more appropriate. Before approving any change, EPA will publish for public comment a document proposing the change.
(4) Application of metals criteria. (i) For purposes of calculating freshwater aquatic life criteria for metals from the equations in paragraph (b)(2) of this section, for waters with a hardness of 400 mg/l or less as calcium carbonate, the actual ambient hardness of the surface water shall be used in those equations. For waters with a hardness of over 400 mg/l as calcium carbonate, a hardness of 400 mg/l as calcium carbonate shall be used with a default Water-Effect Ratio (WER) of 1, or the actual hardness of the ambient surface water shall be used with a WER. The same provisions apply for calculating the metals criteria for the comparisons provided for in paragraph (c)(3)(iii) of this section.
(ii) The hardness values used shall be consistent with the design discharge conditions established in paragraph (c)(2) of this section for design flows and mixing zones.
(iii) The criteria for metals (compounds #1—#13 in the table in paragraph (b)(1) of this section) are expressed as dissolved except where otherwise noted. For purposes of calculating aquatic life criteria for metals from the equations in footnote i to the table in paragraph (b)(1) of this section and the equations in paragraph (b)(2) of this section, the water effect ratio is generally computed as a specific pollutant's acute or chronic toxicity value measured in water from the site covered by the standard, divided by the respective acute or chronic toxicity value in laboratory dilution water. To use a water effect ratio other than the default of 1, the WER must be determined as set forth in Interim Guidance on Determination and Use of Water Effect Ratios, U.S. EPA Office of Water, EPA–823–B–94–001, February 1994, or alternatively, other scientifically defensible methods adopted by the State as part of its water quality standards program and approved by EPA. For calculation of criteria using site-specific values for both the hardness and the water effect ratio, the hardness used in the equations in paragraph (b)(2) of this section must be determined as required in paragraph (c)(4)(ii) of this section. Water hardness must be calculated from the measured calcium and magnesium ions present, and the ratio of calcium to magnesium should be approximately the same in standard laboratory toxicity testing water as in the site water.
(d)(1) Except as specified in paragraph (d)(3) of this section, all waters assigned any aquatic life or human health use classifications in the Water Quality Control Plans for the various Basins of the State (“Basin Plans”) adopted by the California State Water Resources Control Board (“SWRCB”), except for ocean waters covered by the Water Quality Control Plan for Ocean Waters of California (“Ocean Plan”) adopted by the SWRCB with resolution Number 90–27 on March 22, 1990, are subject to the criteria in paragraph (d)(2) of this section, without exception. These criteria apply to waters identified in the Basin Plans. More particularly, these criteria apply to waters identified in the Basin Plan chapters designating beneficial uses for waters within the region. Although the State has adopted several use designations for each of these waters, for purposes of this action, the specific standards to be applied in paragraph (d)(2) of this section are based on the presence in all waters of some aquatic life designation and the presence or absence of the MUN use designation (municipal and domestic supply). (See Basin Plans for more detailed use definitions.)
(2) The criteria from the table in paragraph (b)(1) of this section apply to the water and use classifications defined in paragraph (d)(1) of this section as follows:
------------------------------------------------------------------------
Water and use classification Applicable criteria
------------------------------------------------------------------------
(i) All inland waters of the United (A) Columns B1 and B2_all
States or enclosed bays and estuaries pollutants
that are waters of the United States (B) Columns C1 and C2_all
that include a MUN use designation. pollutants
(C) Column D1_all pollutants
(ii) All inland waters of the United (A) Columns B1 and B2_all
States or enclosed bays and estuaries pollutants
that are waters of the United States (B) Columns C1 and C2_all
that do not include a MUN use pollutants
designation. (C) Column D2_all pollutants
------------------------------------------------------------------------
(3) Nothing in this section is intended to apply instead of specific criteria, including specific criteria for the San Francisco Bay estuary, promulgated for California in the National Toxics Rule at §131.36.
(4) The human health criteria shall be applied at the State-adopted 10 (-6) risk level.
(5) Nothing in this section applies to waters located in Indian Country.
(e) Schedules of compliance. (1) It is presumed that new and existing point source dischargers will promptly comply with any new or more restrictive water quality-based effluent limitations (“WQBELs”) based on the water quality criteria set forth in this section.
(2) When a permit issued on or after May 18, 2000 to a new discharger contains a WQBEL based on water quality criteria set forth in paragraph (b) of this section, the permittee shall comply with such WQBEL upon the commencement of the discharge. A new discharger is defined as any building, structure, facility, or installation from which there is or may be a “discharge of pollutants” (as defined in 40 CFR 122.2) to the State of California's inland surface waters or enclosed bays and estuaries, the construction of which commences after May 18, 2000.
(3) Where an existing discharger reasonably believes that it will be infeasible to promptly comply with a new or more restrictive WQBEL based on the water quality criteria set forth in this section, the discharger may request approval from the permit issuing authority for a schedule of compliance.
(4) A compliance schedule shall require compliance with WQBELs based on water quality criteria set forth in paragraph (b) of this section as soon as possible, taking into account the dischargers' technical ability to achieve compliance with such WQBEL.
(5) If the schedule of compliance exceeds one year from the date of permit issuance, reissuance or modification, the schedule shall set forth interim requirements and dates for their achievement. The dates of completion between each requirement may not exceed one year. If the time necessary for completion of any requirement is more than one year and is not readily divisible into stages for completion, the permit shall require, at a minimum, specified dates for annual submission of progress reports on the status of interim requirements.
(6) In no event shall the permit issuing authority approve a schedule of compliance for a point source discharge which exceeds five years from the date of permit issuance, reissuance, or modification, whichever is sooner. Where shorter schedules of compliance are prescribed or schedules of compliance are prohibited by law, those provisions shall govern.
(7) If a schedule of compliance exceeds the term of a permit, interim permit limits effective during the permit shall be included in the permit and addressed in the permit's fact sheet or statement of basis. The administrative record for the permit shall reflect final permit limits and final compliance dates. Final compliance dates for final permit limits, which do not occur during the term of the permit, must occur within five years from the date of issuance, reissuance or modification of the permit which initiates the compliance schedule. Where shorter schedules of compliance are prescribed or schedules of compliance are prohibited by law, those provisions shall govern.
(8) The provisions in this paragraph (e), Schedules of compliance, shall expire on May 18, 2005.
[65 FR 31711, May 18, 2000, as amended at 66 FR 9961, Feb. 13, 2001; 68 FR 62747, Nov. 6, 2003]
Editorial Note: At 66 FR 9961, Feb. 13, 2001, §131.38 was amended in the table to paragraph (b)(1) under the column heading for “B Freshwater” by revising the column headings for “Criterion Maximum Concentration” and “Criterion Continuous Concentration”; under the column heading for “C Saltwater” by revising the column headings for “Criterion Maximum Concentration” and “Criterion Continuous Concentration”; and by revising entries “23.” and “67.”, effective Feb. 13, 2001. However, this is a photographed table and the amendments could not be incorporated into the text. For the convenience of the user, the amended text is set forth as follows:
§ 131.38 Establishment of Numeric Criteria for priority toxic pollutants for the State of California.
* * * * *
(b)(1) * * *
--------------------------------------------------------------------------------------------------------------------------------------------------------
A B Freshwater C Saltwater D Human health (10-6)
------------------------------------------------------------------------------------------------------------------------------- risk for carcinogens)
For consumption of:
Criterion Criterion Criterion Criterion -------------------------
maximum continous maximum continious Water & Organisms
# Compound CAS number conc. conc. conc. conc. organisms only
(µg/ (µg/ (µg/ (µg/ (µg/ (µg/
L)d B1 L)d B2 L)d C1 L)d C2 L) D1 L) D2
--------------------------------------------------------------------------------------------------------------------------------------------------------
* * * * * * *
23. Chlorodibromomethane..................................... 124481 ........... ........... ........... ........... a, c 0.41 a, c 34
* * * * * * *
67. Bis(2-Chloroisopropyl)Ether.............................. 108601 ........... ........... ........... ........... a 1,400 a, t
170,000
* * * * * * *
--------------------------------------------------------------------------------------------------------------------------------------------------------
Footnotes to table in Paragraph (b)(1):
* * * * * * *
a Criteria revised to reflect the Agency q1* or RfD, as contained in the Integrated Risk Information System (IRIS) as of October 1, 1996. The fish
tissue bioconcentration factor (BCF) from the 1980 documents was retained in each case.
c Criteria are based on carcinogenicity of 10-6 risk.
d Criteria Maximum Concentration (CMC) equals the highest concentration of a pollutant to which aquatic life can be exposed for a short period of time
without deleterious effects. Criteria Continuous Concentration (CCC) equals the highest concentration of a pollutant to which aquatic life can be
exposed for an extended period of time (4 days) without deleterious effects. µg/L equals micrograms per liter.
* * * * * * *
t These criteria were promulgated for specific waters in California in the NTR. The specific waters to which the NTR criteria apply include: Waters of
the State defined as bays and estuaries including San Francisco Bay upstream to and including Suisun Bay and the Sacramento-San Joaquin Delta; and
waters of the State defined as inland (i.e., all surface waters of the State not bays or estuaries or ocean) without a MUN use designation. This
section does not apply instead of the NTR for these criteria.
* * * * *
§ 131.40 Puerto Rico
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(a) Use designations for marine waters. In addition to the Commonwealth's adopted use designations, the following waterbodies in Puerto Rico have the beneficial use designated in this paragraph (a) within the bays specified below, and within the Commonwealth's territorial seas, as defined in section 502(8) of the Clean Water Act, and 33 CFR 2.05–5, except such waters classified by the Commonwealth as SB.
----------------------------------------------------------------------------------------------------------------
Waterbody segment From To Designated use
----------------------------------------------------------------------------------------------------------------
Coastal Waters....................... 500m offshore.......... 3 miles offshore....... Primary Contact
Recreation.
Guayanilla & Tallaboa Bays....... Cayo Parguera.......... Punta Verraco.......... Primary Contact
Recreation.
Mayaguez Bay......................... Punta Guanajibo........ Punta Algarrobo........ Primary Contact
Recreation.
Ponce Port........................... Punta Carenero......... Punta Cuchara.......... Primary Contact
Recreation.
San Juan Port........................ mouth of Río Punta El Morro......... Primary Contact
Bayamón. Recreation.
Yabucoa Port......................... Punta Icacos........... Punta Yeguas........... Primary Contact
Recreation.
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(b) Criteria that apply to Puerto Rico's marine waters. In addition to all other Commonwealth criteria, the following criteria for bacteria apply to the waterbodies in paragraph (a) of this section:
Bacteria: The fecal coliform geometric mean of a series of representative samples (at least five samples) of the waters taken sequentially shall not exceed 200 colonies/100 ml, and not more than 20 percent of the samples shall exceed 400 colonies/100 ml. The enterococci density in terms of geometric mean of at least five representative samples taken sequentially shall not exceed 35/100 ml. No single sample should exceed the upper confidence limit of 75% using 0.7 as the log standard deviation until sufficient site data exist to establish a site-specific log standard deviation.
(c) Water quality standard variances. (1) The Regional Administrator, EPA Region 2, is authorized to grant variances from the water quality standards in paragraphs (a) and (b) of this section where the requirements of this paragraph (c) are met. A water quality standard variance applies only to the permittee requesting the variance and only to the pollutant or pollutants specified in the variance; the underlying water quality standard otherwise remains in effect.
(2) A water quality standard variance shall not be granted if:
(i) Standards will be attained by implementing effluent limitations required under sections 301(b) and 306 of the CWA and by the permittee implementing reasonable best management practices for nonpoint source control; or
(ii) The variance would likely jeopardize the continued existence of any threatened or endangered species listed under section 4 of the Endangered Species Act or result in the destruction or adverse modification of such species' critical habitat.
(3) A water quality standards variance may be granted if the applicant demonstrates to EPA that attaining the water quality standard is not feasible because:
(i) Naturally occurring pollutant concentrations prevent the attainment of the use;
(ii) Natural, ephemeral, intermittent or low flow conditions or water levels prevent the attainment of the use, unless these conditions may be compensated for by the discharge of sufficient volume of effluent discharges without violating Commonwealth water conservation requirements to enable uses to be met;
(iii) Human caused conditions or sources of pollution prevent the attainment of the use and cannot be remedied or would cause more environmental damage to correct than to leave in place;
(iv) Dams, diversions or other types of hydrologic modifications preclude the attainment of the use, and it is not feasible to restore the waterbody to its original condition or to operate such modification in a way which would result in the attainment of the use;
(v) Physical conditions related to the natural features of the waterbody, such as the lack of a proper substrate, cover, flow, depth, pools, riffles, and the like unrelated to water quality, preclude attainment of aquatic life protection uses; or
(vi) Controls more stringent than those required by sections 301(b) and 306 of the CWA would result in substantial and widespread economic and social impact.
(4) Procedures. An applicant for a water quality standards variance shall submit a request to the Regional Administrator of EPA Region 2. The application shall include all relevant information showing that the requirements for a variance have been met. The applicant must demonstrate that the designated use is unattainable for one of the reasons specified in paragraph (c)(3) of this section. If the Regional Administrator preliminarily determines that grounds exist for granting a variance, he/she shall provide public notice of the proposed variance and provide an opportunity for public comment. Any activities required as a condition of the Regional Administrator's granting of a variance shall be included as conditions of the NPDES permit for the applicant. These terms and conditions shall be incorporated into the applicant's NPDES permit through the permit reissuance process or through a modification of the permit pursuant to the applicable permit modification provisions of Puerto Rico's NPDES program.
(5) A variance may not exceed five years or the term of the NPDES permit, whichever is less. A variance may be renewed if the applicant reapplies and demonstrates that the use in question is still not attainable. Renewal of the variance may be denied if the applicant did not comply with the conditions of the original variance, or otherwise does not meet the requirements of this section.
[69 FR 3524, Jan. 26, 2004]
§ 131.41 Bacteriological criteria for those states not complying with Clean Water Act section 303(i)(1)(A).
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(a) Scope. This section is a promulgation of the Clean Water Act section 304(a) criteria for bacteria for coastal recreation waters in specific States. It is not a general promulgation of the Clean Water Act section 304(a) criteria for bacteria. This section also contains a compliance schedule provision.
(b) Definitions. (1) Coastal Recreation Waters are the Great Lakes and marine coastal waters (including coastal estuaries) that are designated under section 303(c) of the Clean Water Act for use for swimming, bathing, surfing, or similar water contact activities. Coastal recreation waters do not include inland waters or waters upstream from the mouth of a river or stream having an unimpaired natural connection with the open sea.
(2) Designated bathing beach waters are those coastal recreation waters that, during the recreation season, are heavily-used (based upon an evaluation of use within the State) and may have: a lifeguard, bathhouse facilities, or public parking for beach access. States may include any other waters in this category even if the waters do not meet these criteria.
(3) Moderate use coastal recreation waters are those coastal recreation waters that are not designated bathing beach waters but typically, during the recreation season, are used by at least half of the number of people as at typical designated bathing beach waters within the State. States may also include light use or infrequent use coastal recreation waters in this category.
(4) Light use coastal recreation waters are those coastal recreation waters that are not designated bathing beach waters but typically, during the recreation season, are used by less than half of the number of people as at typical designated bathing beach waters within the State, but are more than infrequently used. States may also include infrequent use coastal recreation waters in this category.
(5) Infrequent use coastal recreation waters are those coastal recreation waters that are rarely or occasionally used.
(6) New pathogen discharger for the purposes of this section means any building, structure, facility, or installation from which there is or may be a discharge of pathogens, the construction of which commenced on or after December 16, 2004. It does not include relocation of existing combined sewer overflow outfalls.
(7) Existing pathogen discharger for the purposes of this section means any discharger that is not a new pathogen discharger.
(c) EPA's section 304(a) ambient water quality criteria for bacteria. (1) Freshwaters:
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C Single sample maximum (per 100 ml)
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C3 Light use C4 Infrequent
A Indicator d B Geometric mean C1 Designated C2 Moderate use coastal use coastal
bathing beach costal recreation recreation waters recreation waters
(75% confidence waters (82% (90% confidence (95% confidence
level) confidence level) level) level)
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E. coli e................................... 126/100 mil a................. b 235 b 298 b 409 b 575
Enterococci e............................... 33/100 ml c................... b 61 b 78 b 107 b 151
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Footnotes to table in paragraph (c)(1):
a. This value is for use with analytical methods 1103.1, 1603, or 1604 or any equivalent method that measures viable bacteria.
b. Calculated using the following: single sample maximum = geometric mean * 10[caret](confidence level factor * log standard deviation), where the
confidence level factor is: 75%: 0.68; 82%: 0.94; 90%: 1.28; 95%: 1.65. The log standard deviation from EPA's epidemiological studies is 0.4.
c. This value is for use with analytical methods 1106.1 or 1600 or any equivalent method that measures viable bacteria.
d. The State may determine which of these indicators applies to its freshwater coastal recreation waters. Until a State makes that determination, E.
coli will be the applicable indicator.
e. These values apply to E. coli or enterococci regardless of origin unless a sanitary survey shows that sources of the indicator bacteria are non-human
and an epidemiological study shows that the indicator densities are not indicative of a human health risk.
(2) Marine waters:
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