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Authority:Secs. 301, 304 (b) and (c), 306 (b) and (c) and 307(c) of the Federal Water Pollution Control Act, as amended (the Act); 33 U.S.C. 1251, 1311, 1314 (b) and (c), 1316 (b) and (c), and 1317(c); 86 Stat. 816, et seq., Pub. L. 92-500; 91 Stat. 1567, Pub. L. 95-217.
The provisions of this subpart are applicable to discharges resulting from the operation of receiving stations engaged in the assembly and reshipment of bulk milk for the use of manufacturing or processing plants.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term "BOD5 input" shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For receiving stations receiving more than 150,000 lb/day of milk equivalent (15,600 lb/day or more of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.475 | 0.190 |
TSS | 0.713 | .285 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.048 | 0.019 |
TSS | 0.071 | .029 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For receiving stations receiving 150,000 lb/day or less of milk equivalent (under 15,600 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.625 | 0.313 |
TSS | 0.938 | .469 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.063 | 0.031 |
TSS | 0.094 | .047 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 60 FR 33933, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6434, Feb. 11, 1975, as amended at 60 FR 33933, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.100 | 0.050 |
TSS | 0.126 | .063 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.010 | 0.005 |
TSS | 0.013 | .006 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33933, June 29, 1995]
Except as provided inpar §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.12 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of market milk (ranging from 3.5 percent fat to fat-free), flavored milk (chocolate and others) and cream (of various fat concentrations, plain and whipped).
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For fluid products plants receiving more than 250,000 lb/day of milk equivalent (more than 25,900 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 3.375 | 1.350 |
TSS | 5.506 | 2.025 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.338 | 0.135 |
TSS | 0.551 | .203 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For fluid products plants receiving 250,000 lb/day or less of milk equivalent (less than 25,900 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 4.50 | 2.250 |
TSS | 6.750 | 3.375 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.450 | 0.225 |
TSS | 0.675 | .338 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 39 FR 32994, Sept. 13, 1974; 60 FR 33933, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6434, Feb. 11, 1975, as amended at 60 FR 33933, June 29, 1995]
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.740 | 0.370 |
TSS | 0.925 | .463 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.074 | 0.037 |
TSS | 0.093 | .046 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33933, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.22 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable discharges resulting from the manufacture of cultured products, including cultured skim milk (cultured buttermilk), yoghurt, sour cream and dips of various types.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For cultured products plants receiving more than 60,000 lb/day of milk equivalent (more than 6,200 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 3.375 | 1.350 |
TSS | 5.063 | 2.025 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.338 | 0.135 |
TSS | 0.506 | .203 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For cultured products plants receiving 60,000 lb/day or less of milk equivalent (less than 6,200 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 4.50 | 2.250 |
TSS | 6.750 | .3.375 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.450 | 0.225 |
TSS | 0.675 | .338 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 60 FR 33933, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6434, Feb. 11, 1975, as amended at 60 FR 33933, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.740 | 0.370 |
TSS | 0.926 | .463 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.074 | 0.037 |
TSS | 0.093 | .046 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33933, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.32 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of butter, either by churning or continuous process.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For plants processing more than 175,000 lb/day of milk equivalent (more than 18,180 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.375 | 0.550 |
TSS | 2.063 | .825 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.138 | 0.055 |
TSS | 0.206 | .083 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For plants processing 175,000 lb/day or less of milk equivalent (less than 18,180 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.825 | 0.913 |
TSS | 2.738 | 1.369 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.183 | 0.091 |
TSS | .274 | .137 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 60 FR 33933, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6434, Feb. 11, 1975, as amended at 60 FR 33933, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.160 | 0.080 |
TSS | 0.20 | .10 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.016 | 0.008 |
TSS | 0.020 | .010 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33934, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.42 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of cottage cheese and cultured cream cheese.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For plants processing more than 25,000 lb/day of milk equivalent (more than 2,600 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 6.70 | 2.680 |
TSS | 10.050 | 4.020 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.670 | 0.268 |
TSS | 1.005 | .402 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For plants processing 25,000 lb/day or less of milk equivalent (less than 2,600 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 8.926 | 4.463 |
TSS | 13.388 | 6.694 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.893 | 0.446 |
TSS | 1.339 | .669 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 60 FR 33934, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6434, Feb. 11, 1975, as amended at 60 FR 33934, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.480 | 0.740 |
TSS | 1.850 | .925 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.148 | 0.074 |
TSS | 0.185 | .093 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33934, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.52 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of natural cheese (hard curd) and processed cheese.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter, shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For plants processing more than 100,000 lb/day of milk equivalent (more than 10,390 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.716 | 0.290 |
TSS | 1.088 | .435 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.073 | 0.029 |
TSS | 0.109 | .044 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For plants processing 100,000 lb/day or less of milk equivalent (less than 10,390 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.976 | 0.488 |
TSS | 1.462 | .731 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.098 | 0.049 |
TSS | 0.146 | .073 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 39 FR 32993, Sept. 13, 1974; 60 FR 33934, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6434, Feb. 11, 1975, as amended at 60 FR 33934, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.160 | 0.080 |
TSS | 0.20 | .10 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.016 | 0.008 |
TSS | 0.020 | .010 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33934, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.62 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of fluid mixes for ice cream and other frozen desserts for later freezing in other plants; it does not include freezing of the products as one of the affected operations.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For plants with a dairy products input of more than 85,000 lb/day of milk equivalent (more than 8,830 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 2.20 | 0.880 |
TSS | 3.30 | 1.320 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.220 | 0.068 |
TSS | 0.330 | .132 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For plants with a dairy products input of 85,000 lb/day or less of milk equivalent (less than 8.830 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 2.926 | 1.463 |
TSS | 4.388 | 2.194 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.293 | 0.146 |
TSS | 0.439 | .219 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 39 FR 32993, Sept. 13, 1974; 60 FR 33934, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6435, Feb. 11, 1975, as amended at 60 FR 33934, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.480 | 0.240 |
TSS | 0.60 | .30 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.048 | 0.024 |
TSS | 0.060 | .030 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33934, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.72 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of ice cream, ice milk, sherbert, water ices, stick confections, frozen novelties products, frozen desserts, melorine, pudding and other dairy product base desserts. If fluid mixes prepared at another plant are employed, the appropriate values from subpart G should be deducted from the limitations.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter, shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For plants with a dairy products input of more than 85,000 lb/day of milk equivalent (more than 8,830 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 4.60 | 1.840 |
TSS | 6.90 | 2.760 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.460 | 0.184 |
TSS | .690 | 0.276 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For plants with a dairy products input of 85,000 lb/day or less of milk equivalent (less than 8,830 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 6.126 | 3.063 |
TSS | 9.188 | 4.594 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.613 | 0.306 |
TSS | .919 | .459 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 60 FR 33934, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6435, Feb. 11, 1975, as amended at 60 FR 33934, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.940 | 0.470 |
TSS | 1.175 | .588 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.094 | 0.047 |
TSS | 0.118 | .059 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33934, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.82 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of condensed whole milk, condensed skim milk, sweetened condensed milk and condensed buttermilk.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For plants condensing more than 100,000 lb/day of milk equivalent (more than 10,390 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 3.450 | 1.380 |
TSS | 5.175 | 2.070 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.345 | 0.138 |
TSS | 0.518 | .207 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For plants condensing 100,000 lb/day or less of milk equivalent (less than 10,390 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 4.60 | 2.30 |
TSS | 6.90 | .450 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.460 | 0.230 |
TSS | 0.690 | .345 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(c) For plants in the size range covered by paragraph (b) once-through barometric condenser water may be discharged untreated if the composite net entrainment is below 15 mg/l of BOD5 for any one day and below 10 mg/l of BOD5 as the average for thirty consecutive days.
[39 FR 18597, May 28, 1974, as amended at 39 FR 32993, Sept. 13, 1974; 60 FR 33935, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6435, Feb. 11, 1975, as amended at 60 FR 33935, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.760 | 0.380 |
TSS | 0.950 | .475 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.076 | 0.038 |
TSS | 0.095 | .048 |
pH | ( 1) | ( 1) |
[39 FR 18597, May 28, 1974, as amended at 39 FR 32994, Sept. 13, 1974]
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33935, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.92 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of dry whole milk, dry skim milk and dry buttermilk.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term “BOD5 input” shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analysis or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For milk drying plants with an input equivalent to more than 145,000 lb/day of milk equivalent (more than 15,070 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.625 | 0.650 |
TSS | 2.438 | .975 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.163 | 0.065 |
TSS | 0.244 | .098 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For milk drying plants with an input equivalent to 145,000 lb/day or less of milk equivalent (less than 15,070 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 2.176 | 1.088 |
TSS | 3.276 | 1.638 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.218 | 0.109 |
TSS | 0.328 | .164 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 60 FR 33935, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6435, Feb. 11, 1975, as amended at 60 FR 33935, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart.
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.036 | 0.018 |
TSS | 0.450 | .225 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.036 | 0.018 |
TSS | 0.045 | .023 |
pH | ( 1) | ( 1) |
[39 FR 18597, May 28, 1974, as amended at 39 FR 32993, Sept. 13, 1974]
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33935, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.102 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of condensed sweet whey and condensed acid whey.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term BOD5 input shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For whey condensing plants with over 300,000 lb/day of fluid raw whey input (over 20,700 lb/day of solids or 14,160 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.00 | 0.400 |
TSS | 1.50 | .600 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.100 | 0.040 |
TSS | 0.150 | .060 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For whey condensing plants with 300,000 lb/day or less of raw fluid whey input (less than 20,700 lb/day of solids or 14,160 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.30 | 0.650 |
TSS | 1.950 | .975 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.130 | 0.065 |
TSS | 0.195 | .098 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(c) For plants in the size range covered in paragraph (b) once-through barometric condenser water may be discharged untreated if the composite net entrainment is below 15 mg/1 of BOD5 for any one day and below 10 mg/1 of BOD5 as the average for thirty consecutive days.
[39 FR 18597, May 28, 1974, as amended at 60 FR 33935, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6435, Feb. 11, 1975, as amended at 60 FR 33935, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.220 | 0.110 |
TSS | 0.276 | .138 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.022 | 0.011 |
TSS | 0.028 | .014 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33935, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.112 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]
The provisions of this subpart are applicable to discharges resulting from the manufacture of sweet or acid dry whey.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this subpart.
(b) The term BOD5 input shall mean the biochemical oxygen demand of the materials entered into process. It can be calculated by multiplying the fats, proteins and carbohydrates by factors of 0.890, 1.031 and 0.691 respectively. Organic acids (e.g., lactic acids) should be included as carbohydrates. Composition of input materials may be based on either direct analyses or generally accepted published values.
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT):
(a) For whey drying plants with an input equivalent to more than 57,000 lb/day of 40 percent solids whey (22,800 lb/day of solids or 15,620 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.00 | 0.400 |
TSS | 1.50 | .600 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.100 | 0.040 |
TSS | 0.150 | .060 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
(b) For whey drying plants with an input equivalent to 57,000 lb/day or less of 40 percent solids whey (under 22,800 lb/day solids or 15,620 lb/day of BOD5 input).
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 1.30 | 0.650 |
TSS | 1.95 | .975 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.130 | 0.065 |
TSS | 0.195 | .098 |
pH | ( 1) | ( 1) |
1 Within the range 6.0 to 9.0. |
[39 FR 18597, May 28, 1974, as amended at 60 FR 33935, June 29, 1995]
Any existing source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403. In addition, the following pretreatment standard establishes the quantity or quality of pollutants or pollutant properties controlled by this section which may be discharged to a publicly owned treatment works by a point source subject to the provisions of this subpart.
Pollutant or pollutant property | Pretreatment standard |
---|---|
pH | No limitation. |
BOD5 | Do. |
TSS | Do. |
[40 FR 6435, Feb. 11, 1975, as amended at 60 FR 33935, June 29, 1995]
The following standards of performance establish the quantity or quality of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Effluent characteristic | Effluent limitations | |
---|---|---|
Maximum for any 1 day | Average of daily values for 30 consecutive days shall not exceed - | |
1 Within the range 6.0 to 9.0. | ||
Metric units (kilograms per 1,000 kg of BOD5 input) | ||
BOD5 | 0.220 | 0.110 |
TSS | 0.275 | .138 |
pH | ( 1) | ( 1) |
English units (pounds per 100 lb of BOD5 input) | ||
BOD5 | 0.022 | 0.011 |
TSS | 0.023 | .014 |
pH | ( 1) | ( 1) |
Any new source subject to this subpart that introduces process wastewater pollutants into a publicly owned treatment works must comply with 40 CFR part 403.
[60 FR 33935, June 29, 1995]
Except as provided in §§125.30 through 125.32, any existing point source subject to this subpart shall achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT): The limitations shall be the same as those specified for conventional pollutants (which are defined in §401.16) in §405.122 of this subpart for the best practicable control technology currently available (BPT).
[51 FR 24996, July 9, 1986]