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National
United States Regulations
40 CFR PART 465—COIL COATING POINT SOURCE CATEGORY
PART 465—COIL COATING POINT SOURCE CATEGORY
Authority: Secs. 301, 304 (b), (c), (e), and (g), 306 (b) and (c), 307 (b) and (c), and 501 of the Clean Water Act (the Federal Water Pollution Control Act Amendments of 1972, as amended by the Clean Water Act of 1977) (the “Act”); 33 U.S.C. 1311, 1314 (b), (c), (e), and (g), 1316 (b) and (c), 1317 (b) and (c), and 1361; 86 Stat. 816, Pub. L. 92–500; 91 Stat. 1567, Pub. L. 95–217.
Source: 47 FR 54244, Dec. 1, 1982, unless otherwise noted.
General Provisions
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§ 465.01 Applicability.
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This part applies to any coil coating facility or to any canmaking facility that discharges pollutants to waters of the United States or that introduces pollutants to a publicly owned treatment works.
[48 FR 52399, Nov. 17, 1983]
§ 465.02 General definitions.
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In addition to the definitions set forth in 40 CFR part 401, the following definitions apply to this part:
(a) “Coil” means a strip of basis material rolled into a roll for handling.
(b) “Coil coating ” means the process of converting basis material strip into coated stock. Usually cleaning, conversion coating, and painting are performed on the basis material. This regulation covers processes which perform any two or more of the three operations.
(c) “Basis material” means the coiled strip which is processed.
(d) “Area processed” means the area actually exposed to process solutions. Usually this includes both sides of the metal strip.
(e) “Steel basis material” means cold rolled steel, hot rolled steel, and chrome, nickel and tin coated steel which are processed in coil coating.
(f) “Galvanized basis material” means zinc coated steel, galvalum, brass and other copper base strip which is processed in coil coating.
(g) “Aluminum basis material” means aluminum, aluminum alloys and aluminum coated steels which are processed in coil coating.
(h) The term “can” means a container formed from sheet metal and consisting of a body and two ends or a body and a top.
(i) The term “canmaking” means the manufacturing process or processes used to manufacture a can from a basic metal.
(j) The term “Total Toxic Organics (TTO)” shall mean the sum of the mass of each of the following toxic organic compounds which are found at a concentration greater than 0.010 mg/1.
1,1,1-Trichloroethane
1,1-Dichloroethane
1,1,2,2-Tetrachloroethane
Bis (2-chloroethyl) ether
Chloroform
1,1-Dichloroethylene
Methylene chloride (dichloromethane)
Pentachlorophenol
Bis (2-ethylhexyl) phthalate
Butyl benzyl-phthalate
Di-N-butyl phthalate
Phenanthrene
Tetrachloroethylene
Toluene
[47 FR 54244, Dec. 1, 1982, as amended at 48 FR 52399, Nov. 17, 1983]
§ 465.03 Monitoring and reporting requirements.
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The following special monitoring requirements apply to all facilities controlled by this regulation.
(a) Periodic analyses for cyanide are not required when both of the following conditions are met:
(1) The first wastewater sample taken in each calendar year has been analyzed and found to contain less than 0.07 mg/l cyanide
(2) The owner or operator of the coil coating facility certifies in writing to the POTW authority or permit issuing authority that cyanide is not used in the coil coating process.
(b) The “monthly average” regulatory values shall be the basis for the monthly average discharge limits in direct discharge permits and for pretreatment standards. Compliance with the monthly discharge limit is required regardless of the number of samples analyzed and averaged.
(c) The following determination method shall be used for the determination of the concentration of oil and grease in wastewater samples from all subcategories of coil coating (Based on Standard Methods, 15th Edition, Methods 503A and 503E). In this method, a partition gravimetric procedure is used to determine hydrocarbon (petroleum based) oil and grease (O&G-E).
(1) Apparatus. (i) Separatory funnel, 1 liter, with TFE 1 stopcock.
1 Teflon® or equivalent.
(ii) Glass stoppered flask, 125 ml.
(iii) Distilling flask, 125 ml.
(iv) Water bath.
(v) Filter paper, 11 cm diameter. 2
2 Whatman No. 40 or equivalent.
(vi) Glass funnel.
(vii) Magnetic stirrer and Teflon coated stir bar.
(2) Reagents. (i) Hydrochloric acid, HCl, 1+1.
(ii) Trichlorotrifluoroethane. 3 (1,1,2-trichloro-1,2,2-trifluoroethane), boiling point 47 °C. The solvent should leave no measurable residue on evaporation; distill if necessary. Do not use any plastic tubing to transfer solvent between containers.
3 Freon or equivalent.
(iii) Sodium sulfate, Na2 SO4 , anhydrous crystal.
4 Davidson Grade 950 or equivalent.
(iv) Silica gel, 60 to 200 mesh. 4 Dry at 110 °C for 24 hours and store in a tightly sealed container.
(3) Procedure. To determine hydrocarbon oil and grease, collect about 1 liter of sample and mark sample level in bottle for later determination of sample volume. Acidify to pH 2 or lower; generally, 5 ml HCl is sufficient. Transfer to a separatory funnel. Carefully rinse sample bottle with 30 ml trichlorotrifluoroethane and add solvent washings to separatory funnel. Preferably shake vigorously for 2 minutes. However, if it is suspected that a stable emulsion will form, shake gently for 5 to 10 minutes. Let layers separate. Drain solvent layer through a funnel containing solvent-moistened filter paper into a tared clean flask. If a clear solvent layer cannot be obtained, add 1g Na2 SO4 to the filter paper cone and slowly drain emulsified solvent onto the crystals. Add more Na2 SO4 if necessary. Extract twice more with 30 ml solvent each but first rinse sample container with each solvent portion. Combine extracts in tared flask and wash filter with an additional 10 to 20 ml. solvent. Add 3.0 g silica gel. Stopper flask and stir on a magnetic stirrer for 5 minutes. Filter solution through filter paper and wash silica gel and filter paper with 10 ml solvent and combine with filtrate in tared distilling flask. Distill solvent from distilling flask in a water bath at 70 °C. Place flask on a water bath at 70 °C for 15 minutes and draw air through it with an applied vacuum for the final 1 minute. Cool in a desiccator for 30 minutes and weigh.
(4) Calculations—calculation of O&G-E. If the organic solvent is free of residue the gain in weight of the tared distilling flask is due to hydrocarbon oil and grease. Total gain in weight, E, is the amount of hydrocarbon oil and grease in the sample (mg):
mg (hydrocarbon oil and grease) / 1 =
E x 1000
------------------------------
ml/sample
(5) Use of O&G-E. The value, O&G-E shall be used as the measure of compliance with the oil and grease limitations and standards set forth in this regulation.
(d) The owner or operator of any canmaking facility subject to the provisions of this regulation shall advise the permit issuing authority or POTW authority and the EPA Office of Water Regulations and Standards, Washington, DC 20460 whenever it has been decided that the plant will manufacture cans from an aluminum alloy containing less than 1.0 percent manganese. Such notification shall be made in writing, not less than 30 days in advance of the scheduled production and shall provide the chemical analysis of the alloy and the expected period of use.
(Approved by the Office of Management and Budget under control number 2040–0033)
[47 FR 54244, Dec. 1, 1982, as amended at 48 FR 52399, Nov. 17, 1983; 49 FR 14104, Apr. 10, 1984; 50 FR 4515, Jan. 31, 1985]
§ 465.04 Compliance date for PSES.
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(a) For subparts A, B, and C the compliance date for Pretreatment Standards for Existing Source (PSES) is December 1, 1985.
(b) For subpart D, the compliance date for Pretreatment Standards for Existing Sources will be as soon as possible, but in no case later than November 17, 1986.
[48 FR 52399, Nov. 17, 1983]
Subpart A—Steel Basis Material Subcategory
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§ 465.10 Applicability; description of the steel basis material subcategory.
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This subpart applies to discharges to waters of the United States, and introductions of pollutants into publicly owned treatment works from coil coating of steel basis material coils.
§ 465.11 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available.
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Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available:
Subpart A
------------------------------------------------------------------------
BPT effluent limitations
-------------------------------------------
Pollutant or pollutant Maximum for any 1 Maximum for monthly
property day average
-------------------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft \2\)
of area
processe
d
-------------------------------------------
Chromium.................... 1.16 (0.24) 0.47 (0.096)
Cyanide..................... 0.80 (0.17) 0.33 (0.068)
Zinc........................ 3.66 (0.75) 1.54 (0.32)
Iron........................ 3.39 (0.70) 1.74 (0.36)
Oil and grease.............. 55.1 (11.3) 33.1 (6.77)
TSS......................... 113.0 (23.1) 55.1 (11.3)
pH.......................... (\1\) (\1\) (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 7.5 to 10.0 at all times.
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.12 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable.
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Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable:
Subpart A
------------------------------------------------------------------------
BAT effluent limitations
-----------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
-----------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft \2\)
of area
process
ed
-----------------------------------
Chromium............................ 0.50 (0.10) 0.20 (0.041)
Cyanide............................. 0.34 (0.07) 0.14 (0.029)
Zinc................................ 1.56 (0.32) 0.66 (0.14)
Iron................................ 1.45 (0.30) 0.74 (0.15)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.13 New source performance standards.
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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:
Subpart A
------------------------------------------------------------------------
NSPS
-------------------------------------
Maximum for any 1 Maximum for
Pollutant or pollutant property day monthly average
-------------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft \2\)
of area
processe
d
-------------------------------------
Chromium.......................... 0.12 (0.024) 0.047 (0.01)
Cyanide........................... 0.063 (0.013) 0.025 (0.005)
Zinc.............................. 0.33 (0.066) 0.14 (0.027)
Iron.............................. 0.39 (0.086) 0.20 (0.041)
Oil and grease.................... 3.16 (0.65) 3.16 (0.65)
TSS............................... 4.74 (0.97) 3.79 (0.78)
pH................................ (\1\) (\1\) (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 7.5 to 10.0 at all times.
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.14 Pretreatment standards for existing sources.
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Except as provided in 40 CFR 403.7 and 403.13, any existing source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following retreatment standards for existing sources. The mass of wastewater pollutants in coil coating process wastewater introduced into a POTW shall not exceed the following values:
Subpart A
------------------------------------------------------------------------
PSES
-----------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
-----------------------------------
------------------------------------------------------------------------
mg/m
\2\
(pound
per 1
million
ft \2\)
of area
process
ed
-----------------------------------
Chromium............................ 0.50 (0.10) 0.20 (0.041)
Cyanide............................. 0.34 (0.07) 0.14 (0.029)
Zinc................................ 1.56 (0.32) 0.66 (0.14)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.15 Pretreatment standards for new sources.
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Except as provided in CFR 403.7, any new source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following pretreatment standards for new sources. The mass of wastewater pollutants in coil coating process wastewater introduced into a POTW shall not exceed the following values:
Subpart A
------------------------------------------------------------------------
PSNS
-------------------------------------
Maximum for any 1 Maximum for
Pollutant or pollutant property day monthly average
-------------------------------------
------------------------------------------------------------------------
mg/m \2\
(pounds
per 1
million
ft \2\)
of area
processe
d
-------------------------------------
Chromium.......................... 0.12 (0.024) 0.047 (0.01)
Cyanide........................... 0.063 (0.013) 0.025 (0.005)
Zinc.............................. 0.33 (0.066) 0.14 (0.027)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
Subpart B—Galvanized Basis Material Subcategory
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§ 465.20 Applicability; description of the galvanized basis material subcategory.
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This subpart applies to discharges to waters of the United States and introductions of pollutants into publicly owned treatment works from coil coating of galvanized basis material coils.
§ 465.21 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available.
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Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available:
Subpart B
------------------------------------------------------------------------
BPT effluent limitations
-----------------------------------------
Pollutant or pollutant Maximum for any 1 Maximum for
property day monthly average
-----------------------------------------
------------------------------------------------------------------------
mg/m \2\
(pounds
per 1
million
ft \2\)
of area
processed
-----------------------------------------
Chromium...................... 1.10 (0.23) 0.45 (0.091)
Copper........................ 4.96 (1.02) 2.61 (0.54)
Cyanide....................... 0.76 (0.16) 0.32 (0.064)
Zinc.......................... 3.47 (0.71) 1.46 (0.30)
Iron.......................... 3.21 (0.66) 1.65 (0.34)
Oil and grease................ 52.2 (10.7) 31.3 (6.42)
TSS........................... 107.0 (21.9) 52.2 (10.7)
pH............................ (\1\) (\1\) (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 7.5 to 10.0 at all times.
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.22 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable.
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Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable:
Subpart B
------------------------------------------------------------------------
BAT effluent limitations
-----------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
-----------------------------------
------------------------------------------------------------------------
mg/m
\2\
(pounds
per 1
million
ft \2\)
of area
process
ed
-----------------------------------
Chromium............................ 0.37 (0.077) 0.16 (0.031)
Copper.............................. 1.71 (0.35) 0.90 (0.19)
Cyanide............................. 0.26 (0.053) 0.11 (0.022)
Zinc................................ 1.20 (0.25) 0.51 (0.11)
Iron................................ 1.10 (0.23) 0.57 (0.12)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.23 New source performance standards.
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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:
Subpart B
------------------------------------------------------------------------
NSPS
------------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
------------------------------------
------------------------------------------------------------------------
mg/m
\2\
(pounds
per 1
million
ft \2\)
of area
process
ed
------------------------------------
Chromium........................... 0.13 (0.027) 0.052 (0.011)
Copper............................. 0.44 (0.090) 0.21 (0.043)
Cyanide............................ 0.07 (0.015) 0.028 (0.006)
Zinc............................... 0.35 (0.08) 0.15 (0.030)
Iron............................... 0.43 (0.09) 0.22 (0.045)
Oil and grease 3.43 (0.71) 3.43 (0.702)
TSS................................ 5.15 (1.06) 4.12 (0.84)
pH................................. (\1\) (\1\) (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 7.5 to 10.0 at all times.
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.24 Pretreatment standards for existing sources.
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Except as provided in 40 CFR 403.7 and 403.13, any existing source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following pretreatment standards for existing sources. The mass of wastewater pollutants in coil coating process wastewater introduced into a POTW shall not exceed the following values:
Subpart B
------------------------------------------------------------------------
PSES
-----------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
-----------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft\2\)
of area
process
ed
-----------------------------------
Chromium............................ 0.37 (0.077) 0.16 (0.031)
Copper.............................. 1.71 (0.35) 0.90 (0.19)
Cyanide............................. 0.26 (0.053) 0.11 (0.022)
Zinc................................ 1.20 (0.25) 0.51 (0.11)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33648, Aug. 24, 1984]
§ 465.25 Pretreatment standards for new sources.
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Except as provided in 40 CFR 403.7, any new source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following pretreatment standards for new sources. The mass of wastewater pollutants in coil coating process wastewater introduced into a POTW shall not exceed the following values.
Subpart B
------------------------------------------------------------------------
PSNS
------------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
------------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft\2\)
of area
process
ed
------------------------------------
Chromium........................... 0.13 (0.027) 0.052 (0.011)
Copper............................. 0.44 (0.090) 0.21 (0.043)
Cyanide............................ 0.07 (0.015) 0.028 (0.006)
Zinc............................... 0.35 (0.072) 0.15 (0.030)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33649, Aug. 24, 1984]
Subpart C—Aluminum Basis Material Subcategory
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§ 465.30 Applicability; description of the aluminum basis material subcategory.
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This subpart applies to discharges to waters of the United States and introductions of pollutants into publicly owned treatment works from coil coating of aluminum basis material coils.
§ 465.31 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available.
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Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available:
Subpart C
------------------------------------------------------------------------
BPT Effluent limitations
----------------------------------------
Maximum for any 1 Maximum for
Pollutant or pollutant property day monthly average
----------------------------------------
------------------------------------------------------------------------
mg/m \2\
(pounds
per 1
million
ft \2\)
of area
processed
----------------------------------------
Chromium....................... 1.42 (0.29) 0.58 (0.12)
Cyanide........................ 0.98 (0.20) 0.41 (0.083)
Zinc........................... 4.48 (0.92) 1.89 (0.39)
Aluminum....................... 15.3 (3.14) 6.26. (1.28)
Oil and grease................. 67.3 (13.8) 40.4 (8.27)
TSS............................ 138.0 (28.3) 67.3 (13.8)
pH............................. (\1\) (\1\) (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 7.5 to 10.0 at all times.
[47 FR 54244, Dec. 1, 1982; 49 FR 33649, Aug. 24, 1984]
§ 465.32 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable.
top
Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable:
Subpart C
------------------------------------------------------------------------
BAT Effluent limitations
-----------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
-----------------------------------
------------------------------------------------------------------------
mg/m
\2\
(pounds
per 1
million
ft \2\)
of area
process
ed
-----------------------------------
Chromium............................ 0.42 (0.085) 0.17 (0.034)
Cyanide............................. 0.29 (0.059) 0.12 (0.024)
Zinc................................ 1.32 (0.27) 0.56 (0.12)
Aluminum............................ 4.49 (0.92) 1.84. (0.38)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33649, Aug. 24, 1984]
§ 465.33 New source performance standards.
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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.
Subpart C
------------------------------------------------------------------------
NSPS
-------------------------------------
Maximum for any 1 Maximum for
Pollutant or pollutant property day monthly average
-------------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft \2\)
of area
processe
d
-------------------------------------
Chromium.......................... 0.18 (0.037) 0.072 (0.015)
Cyanide........................... 0.095 (0.020) 0.038 (0.008)
Zinc.............................. 0.49 (0.10) 0.20 (0.041)
Aluminum.......................... 1.44 (0.30) 0.59 (0.121)
Oil and Grease.................... 4.75 (0.98) 4.75 (0.98)
TSS............................... 7.13 (1.46) 5.70 (1.17)
pH................................ (\1\) (\1\) (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 7.5 to 10.0 at all times.
[47 FR 54244, Dec. 1, 1982; 49 FR 33649, Aug. 24, 1984]
§ 465.34 Pretreatment standards for existing sources.
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Except as provided in 40 CFR 403.7 and 403.13, any existing source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following pretreatment standards for existing sources. The mass of wastewater pollutants in coil coating process wastewater introduced into a POTW shall not exceed the following values:
Subpart C
------------------------------------------------------------------------
PSES
-----------------------------------
Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
-----------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft \2\)
of area
process
ed
-----------------------------------
Chromium............................ 0.42 (0.085) 0.17 (0.034)
Cyanide............................. 0.29 (0.059) 0.12 (0.024)
Zinc................................ 1.32 (0.27) 0.56 (0.12)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33649, Aug. 24, 1984]
§ 465.35 Pretreatment standards for new sources.
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Except as provided in 40 CFR 403.7, any new source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following pretreatment standards for new sources. The mass of wastewater pollutants in coil coating process wastewater introduced into a POTW shall not exceed the following values:
Subpart C
------------------------------------------------------------------------
PSNS
-------------------------------------
Maximum for any 1 Maximum for
Pollutant or pollutant property day monthly average
-------------------------------------
------------------------------------------------------------------------
mg/m\2\
(pounds
per 1
million
ft \2\)
of area
processe
d
-------------------------------------
Chromium.......................... 0.18 (0.037) 0.072 (0.015)
Cyanide........................... 0.095 (0.02) 0.038 (0.008)
Zinc.............................. 0.49 (0.10) 0.20 (0.041)
------------------------------------------------------------------------
[47 FR 54244, Dec. 1, 1982; 49 FR 33649, Aug. 24, 1984]
Subpart D—Canmaking Subcategory
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Source: 48 FR 52399, Nov. 17, 1983, unless otherwise noted.
§ 465.40 Applicability; description of the canmaking subcategory.
top
This subpart applies to discharges to waters of the United States, and introductions of pollutants into publicly owned treatment works from the manufacturing of seamless can bodies, which are washed.
§ 465.41 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available.
top
Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available:
Subpart D_BPT Effluent Limitations
------------------------------------------------------------------------
Pollutant or pollutant Maximum for any 1 Maximum for monthly
property day average
------------------------------------------------------------------------
g (lbs)/1,000,000
cans manufactured
-----------------------------------------
Cr............................ 94.60 (0.209) 38.70 (0.085)
Zn............................ 313.90 (0.692) 131.15 (0.289)
Al............................ 1382.45 (3.048) 688.00 (1.517)
F............................. 12792.50 (28.203) 5676.00 (12.514)
P............................. 3590.50 (7.916) 1468.45 (3.237)
O & G..................... 4300.00 (9.480) 2580.00 (5.688)
TSS........................... 8815.00 (19.434) 4192.50 (9.243)
pH............................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range of 7.0 to 10 at all times.
[48 FR 52399, Nov. 17, 1983; 49 FR 14105, Apr. 10, 1984]
§ 465.42 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable.
top
Except as provided in 40 CFR 125.30 through 125.32, any existing point source subject to this subpart must achieve the following effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable:
Subpart D_BAT Effluent Limitations
------------------------------------------------------------------------
Pollutant or pollutant Maximum for any 1 Maximum for monthly
property day average
------------------------------------------------------------------------
g (lbs)/1,000,000
cans manufactured
-----------------------------------------
Cr............................ 36.92 (0.081) 15.10 (0.033)
Zn............................ 122.49 (0.270) 51.18 (0.113)
Al............................ 539.48 (1.189) 268.48 (0.592)
F............................. 4992.05 (11.001) 2214.96 (4.883)
P............................. 1401.13 (3.089) 573.04 (1.263)
------------------------------------------------------------------------
§ 465.43 New source performance standards.
top
The following standards of performance establish the quantity of pollutants or pollutant properties, controlled by this section, which may be discharged by a new source subject to the provisions of this subpart:
Subpart D_NSPS
------------------------------------------------------------------------
Pollutant or pollutant Maximum for any 1 Maximum for monthly
property day average
------------------------------------------------------------------------
g (lbs)/1,000,000
cans manufactured
-----------------------------------------
Cr............................ 27.98 (0.062) 11.45 (0.025)
Zn............................ 92.86 (0.205) 38.80 (0.086)
Al............................ 408.95 (0.902) 203.52 (0.449)
F............................. 3784.20 (8.343) 1679.04 (3.702)
P............................. 1062.12 (2.342) 434.39 (0.958)
O & G..................... 1272.00 (2.804) 763.20 (1.683)
TSS........................... 2607.60 (5.749) 1240.20 (2.734)
pH............................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range of 7.0 to 10 at all times.
[48 FR 52399, Nov. 17, 1983; 49 FR 14105, Apr. 10, 1984]
§ 465.44 Pretreatment standards for existing sources.
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Except as provided in 40 CFR 403.7 and 403.13, any existing source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following pretreatment standards for exisitng sources.
Subpart D_PSES
------------------------------------------------------------------------
Pollutant or pollutant Maximum for any 1 Maximum for monthly
property day average
------------------------------------------------------------------------
g (lbs)/1,000,000
cans manufactured
-----------------------------------------
Cr............................ 36.92 (0.081) 15.10 (0.033)
Cu............................ 159.41 (0.351) 83.90 (0.185)
Zn............................ 122.49 (0.270) 51.18 (0.113)
F............................. 4992.05 (11.001) 2214.96 (4.883)
P............................. 1401.13 (3.089) 573.04 (1.263)
Mn............................ 57.05 (0.126) 24.33 (0.053)
TTO........................... 26.85 (0.059) 12.59 (0.028)
O&G (for alternate 1678.00 (3.699) 1006.80 (2.220)
monitoring)..................
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[48 FR 52399, Nov. 17, 1983; 49 FR 14105, Apr. 10, 1984]
§ 465.45 Pretreatment standards for new sources.
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Except as provided in 40 CFR 403.7 any new source subject to this subpart which introduces pollutants into a publicly owned treatment works must comply with 40 CFR part 403 and achieve the following pretreatment standards for new sources.
Subpart D_PSNS
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Maximum for any Maximum for
Pollutant or pollutant property 1 day monthly average
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g (lbs)/
1,000,000 cans
manufactured
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Cr.................................. 27.98 (0.0617) 11.45 (0.025)
Cu.................................. 120.84 (0.267) 63.60 (0.140)
Zn.................................. 92.86 (0.205) 38.80 (0.086)
F................................... 3784.20 (8.345) 1679.04 (3.702)
P................................... 1062.12 (2.342) 434.39 (0.958)
Mn.................................. 43.25 (0.095) 18.44 (0.041)
TTO................................. 20.35 (0.045) 9.54 (0.0210)
O&G (for alternate monitoring).. 1272.00 (2.804) 763.20 (1.683)
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[48 FR 52399, Nov. 17, 1983; 49 FR 14105, Apr. 10, 1984]
§ 465.46 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology. [Reserved]
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