National United States Regulations 40 CFR PART 414—ORGANIC CHEMICALS, PLASTICS, AND SYNTHETIC FIBERS PART 414—ORGANIC CHEMICALS, PLASTICS, AND SYNTHETIC FIBERS Appendix A to Part 414—Non-Complexed Metal-Bearing Waste Streams and Cyanide-Bearing Waste Streams Appendix B to Part 414—Complexed Metal-Bearing Waste Streams -------------------------------------------------------------------------------- Authority: Secs. 301, 304, 306, 307, and 501, Pub. L. 92-500, 86 Stat. 816, Pub. L. 95–217, 91 Stat. 156, Pub. L. 100–4, 101 Stat. 7 (33 U.S.C. 1311, 1314, 1316, 1317, and 1361). Source: 52 FR 42568, Nov. 5, 1987, unless otherwise noted. Subpart A—General top § 414.10 General definitions. top As used in this part: (a) Except as provided in this regulation, the general definitions, abbreviations and methods of analysis set forth in part 401 of this chapter shall apply to this part. (b) Pretreatment control authority means: (1) The POTW if the POTW's submission for its pretreatment program has been approved in accordance with the requirements of 40 CFR 403.11, or (2) The Approval Authority if the submission has not been approved. (c) Priority pollutants means the toxic pollutants listed in 40 CFR 401.15. § 414.11 Applicability. top (a) The provisions of this part are applicable to process wastewater discharges from all establishments or portions of establishments that manufacture the organic chemicals, plastics, and synthetic fibers (OCPSF) products or product groups covered by subparts B through H of this regulation and are included within the following U.S. Department of Commerce Bureau of the Census Standard Industrial Classification (SIC) major groups: (1) SIC 2821—Plastic Materials, Synthetic Resins, and Nonvulcanizable Elastomers, (2) SIC 2823—Cellulosic Man-Made Fibers, (3) SIC 2824—Synthetic Organic Fibers, Except Cellulosic, (4) SIC 2865—Cyclic Crudes and Intermediates, Dyes, and Organic Pigments, (5) SIC 2869—Industrial Organic Chemicals, Not Elsewhere Classified. (b) The provisions of this part are applicable to wastewater discharges from OCPSF research and development, pilot plant, technical service and laboratory bench scale operations if such operations are conducted in conjunction with and related to existing OCPSF manufacturing activities at the plant site. (c) Notwithstanding paragraph (a) of this section, the provisions of this part are not applicable to discharges resulting from the manufacture of OCPSF products if the products are included in the following SIC subgroups and have in the past been reported by the establishment under these subgroups and not under the SIC groups listed in paragraph (a) of this section: (1) SIC 2843085—bulk surface active agents; (2) SIC 28914—synthetic resin and rubber adhesives; (3) Chemicals and Chemical Preparations, not Elsewhere Classified: (i) SIC 2899568—sizes, all types (ii) SIC 2899597—other industrial chemical specialties, including fluxes, plastic wood preparations, and embalming fluids; (4) SIC 2911058—aromatic hydrocarbons manufactured from purchased refinery products; and (5) SIC 2911632—aliphatic hydrocarbons manufactured from purchased refinery products. (d) Notwithstanding paragraph (a) of this section, the provisions of this part are not applicable to any discharges for which a different set of previously promulgated effluent limitations guidelines and standards in this subchapter apply, unless the facility reports OCPSF products under SIC codes 2865, 2869, or 2821, and the facility's OCPSF wastewaters are treated in a separate treatment system or discharged separately to a publicly owned treatment works. (e) The provisions of this part do not apply to any process wastewater discharges from the manufacture of organic chemical compounds solely by extraction from plant and animal raw materials or by fermentation processes. (f) Discharges of chromium, copper, lead, nickel, and zinc in “complexed metal-bearing waste streams,” listed in appendix B of this part, are not subject to the requirements of this part. (g) Non-amenable cyanide. Discharges of cyanide in “cyanide-bearing waste streams” (listed in Appendix A to this part) are not subject to the cyanide limitations and standards of this part if the permit writer or control authority determines that the cyanide limitations and standards are not achievable due to elevated levels of non-amenable cyanide (i.e., cyanide that is not oxidized by chlorine treatment) that result from the unavoidable complexing of cyanide at the process source of the cyanide-bearing waste stream and establishes an alternative total cyanide or amenable cyanide limitation that reflects the best available technology economically achievable. The determination must be based upon a review of relevant engineering, production, and sampling and analysis information, including measurements of both total and amenable cyanide in the waste stream. An analysis of the extent of complexing in the waste stream, based on the foregoing information, and its impact on cyanide treatability shall be set forth in writing and, for direct dischargers, be contained in the fact sheet required by 40 CFR 124.8. (h) Allowances for non-metal-bearing waste streams. Discharge limitations for chromium, copper, lead, nickel, and zinc or discharge standards for lead and zinc may be established for waste streams not listed in Appendix A of this part and not otherwise determined to be “metal-bearing waste streams” if the permit writer or control authority determines that the wastewater metals contamination is due to background levels that are not reasonably avoidable from sources such as intake water, corrosion of construction materials or contamination of raw materials. The determination must be based upon a review of relevant plant operating conditions, process chemistry, engineering, and sampling and analysis information. An analysis of the sources and levels of the metals, based on the foregoing information, shall be set forth in writing; for direct dischargers, the analysis shall be contained in the fact sheet required by 40 CFR 124.8. For direct dischargers, the permit writer may establish limitations for chromium, copper, lead, nickel, and zinc for non-“metal-bearing waste streams” between the lowest level which the permit writer determines based on best professional judgment can be reliably measured and the concentrations of such metals present in the wastestreams, but not to exceed the applicable limitations contained in §§414.91 and 414.101. (For zinc, the applicable limitations which may not be exceeded are those appearing in the tables in §§414.91 and 414.101, not the alternative limitations for rayon fiber manufacture by the viscose process and the acrylic fiber manufacture by the zinc chloride/solvent process set forth in footnote 2 to each of these tables.) For indirect dischargers, the control authority may establish standards for lead and zinc for non-“metal-bearing waste streams” between the lowest level which the control authority determines based on best professional judgment can be reliably measured and the concentration of such metals present in the wastestreams, but not to exceed the applicable standards contained in §§414.25, 414.35, 414.45, 414.55, 414.65, 414.75, and 414.85. (For zinc, the applicable standards which may not be exceeded are those appearing in the tables in the above referenced sections, not the alternative standards for rayon filber manufacture by the viscose process set forth in footnote 2 to the table in §414.25, or the alternative standards for acrylic fiber manufacture by the zinc chloride/solvent process set forth in footnote 2 to the table in §414.35.) The limitations and standards for individual dischargers shall be set on a mass basis by multiplying the concentration allowance established by the permit writer or control authority by the process wastewater flow from the individual wastestreams for which incidental metals have been found to be present. (i) BOD5 and TSS limitations for plants with production in two or more subcategories. Any existing or new source direct discharge point source subject to two or more of subparts B through H must achieve BOD5 and TSS discharges not exceeding the quantity (mass) determined by multiplying the total OCPSF process wastewater flow subject to subparts B through H times the following “OCPSF production-proportioned concentration”: For a specific plant, let wj be the proportion of the plant's total OCPSF production in subcategory j. Then the plant-specific production-proportioned concentration limitations are given by: The “BOD5 Limitj” and “TSS Limitj” are the respective subcategorical BOD5 and TSS Maximum for Any One Day or Maximum for Monthly Average limitations. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41843, Sept. 11, 1992] § 414.12 Compliance date for pretreatment standards for existing sources (PSES). top All dischargers subject to PSES in this part must comply with the standards by no later than three years after date of promulgation in the Federal Register. Subpart B—Rayon Fibers top § 414.20 Applicability; description of the rayon fibers subcategory. top The provisions of this subpart are applicable to process wastewater discharges resulting from the manufacture of rayon fiber by the viscose process only. § 414.21 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT). top Except as provided in 40 CFR 125.30 through 125.32, and in 40 CFR 414.11(i) for point sources with production in two or more subcategories, any existing point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. ------------------------------------------------------------------------ BPT effluent limitations \1\ ----------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.................................................. 64 24 TSS................................................... 130 40 pH.................................................... (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.22 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT). [Reserved] top § 414.23 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable (BAT). top (a) The Agency has determined that for existing point sources whose total OCPSF production defined by §414.11 is less than or equal to five (5) million pounds of OCPSF products per year, the BPT level of treatment is the best available technology economically achievable. Accordingly, the Agency is not promulgating more stringent BAT limitations for these point sources. (b) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part. (c) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part. § 414.24 New source performance standards (NSPS). top (a) Any new source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) Any new source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. ------------------------------------------------------------------------ NSPS \1\ ----------------- Maximum Effluent characteristics Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.................................................. 64 24 TSS................................................... 130 40 pH.................................................... (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. § 414.25 Pretreatment standards for existing sources (PSES). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] § 414.26 Pretreatment standards for new sources (PSNS). top 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 discharges in accordance with §411.111. [58 FR 36892, July 9, 1993] Subpart C—Other Fibers top § 414.30 Applicability; description of the other fibers subcategory. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of products classified under SIC 2823 cellulosic man-made fibers, except Rayon, and SIC 2824 synthetic organic fibers including those fibers and fiber groups listed below. Product groups are indicated with an asterisk (*). *Acrylic Fibers (85% Polyacrylonitrile) *Cellulose Acetate Fibers *Fluorocarbon (Teflon) Fibers *Modacrylic Fibers *Nylon 6 Fibers Nylon 6 Monofilament *Nylon 66 Fibers Nylon 66 Monofilament *Polyamide Fibers (Quiana) *Polyaramid (Kevlar) Resin-Fibers *Polyaramid (Nomex) Resin-Fibers *Polyester Fibers *Polyethylene Fibers *Polypropylene Fibers *Polyurethane Fibers (Spandex) [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.31 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT). top Except as provided in 40 CFR 125.30 through 125.32, and in 40 CFR 414.11(i) for point sources with production in two or more subcategories, any existing point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. ------------------------------------------------------------------------ BPT effluent limitations \1\ --------------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 48 18 TSS............................................... 115 36 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.32 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT). [Reserved] top § 414.33 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable (BAT). top (a) The Agency has determined that for existing point sources whose total OCPSF production defined by §414.11 is less than or equal to five (5) million pounds of OCPSF products per year, the BPT level of treatment is the best available technology economically achievable. Accordingly, the Agency is not promulgating more stringent BAT limitations for these point sources. (b) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part. (c) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part. § 414.34 New source performance standards (NSPS). top (a) Any new source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) Any new source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. ------------------------------------------------------------------------ NSPS \1\ --------------------- Maximum Effluent characteristics Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 48 18 TSS............................................... 115 36 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. § 414.35 Pretreatment standards for existing sources (PSES). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] § 414.36 Pretreatment standards for new sources (PSNS). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] Subpart D—Thermoplastic Resins top § 414.40 Applicability; description of the thermoplastic resins subcategory. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of the products classified under SIC 28213 thermoplastic resins including those resins and resin groups listed below. Product groups are indicated with an asterisk (*). *Abietic Acid—Derivatives *ABS Resins *ABS-SAN Resins *Acrylate-Methacrylate Latexes *Acrylic Latex *Acrylic Resins *Cellulose Acetate Butyrates Cellulose Acetate Resin *Cellulose Acetates *Cellulose Acetates Propionates Cellulose Nitrate *Ethylene-Methacrylic Acid Copolymers *Ethylene-Vinyl Acetate Copolymers *Fatty Acid Resins *Fluorocarbon Polymers Nylon 11 Resin *Nylon 6—66 Copolymers *Nylon 6—Nylon 11 Blends Nylon 6 Resin Nylon 612 Resin Nylon 66 Resin *Nylons *Petroleum Hydrocarbon Resins *Polyvinyl Pyrrolidone—Copolymers *Poly(Alpha)Olefins Polyacrylic Acid *Polyamides *Polyarylamides Polybutadiene *Polybutenes Polybutenyl Succinic Anhydride *Polycarbonates *Polyester Resins *Polyester Resins, Polybutylene Terephthalate *Polyester Resins, Polyoxybenzoate Polyethylene *Polyethylene—Ethyl Acrylate Resins *Polyethylene—Polyvinyl Acetate Copolymers Polyethylene Resin (HDPE) Polyethylene Resin (LPDE) Polyethylene Resin, Scrap Polyethylene Resin, Wax (Low M.W.) Polyethylene Resin, Latex Polyethylene Resins *Polyethylene Resins, Compounded *Polyethylene, Chlorinated *Polyimides *Polypropylene Resins Polystyrene (Crystal) Polystyrene (Crystal) Modified *Polystyrene—Copolymers *Polystyrene—Acrylic Latexes Polystyrene Impact Resins Polystyrene Latex Polystyrene, Expandable Polystyrene, Expanded *Polysulfone Resins Polyvinyl Acetate *Polyvinyl Acetate—PVC Copolymers *Polyvinyl Acetate Copolymers *Polyvinyl Acetate Resins Polyvinyl Alcohol Resin Polyvinyl Chloride Polyvinyl Chloride, Chlorinated *Polyvinyl Ether-Maleic Anhydride *Polyvinyl Formal Resins *Polyvinylacetate—Methacrylic Copolymers *Polyvinylacetate Acrylic Copolymers *Polyvinylacetate-2-Ethylhexylacrylate Copolymers Polyvinylidene Chloride *Polyvinylidene Chloride Copolymers *Polyvinylidene-Vinyl Chloride Resins *PVC Copolymers, Acrylates (Latex) *PVC Copolymers, Ethylene-Vinyl Chloride *Rosin Derivative Resins *Rosin Modified Resins *Rosin Resins *SAN Resins *Silicones: Silicone Resins *Silicones: Silicone Rubbers *Styrene Maleic Anhydride Resins Styrene Polymeric Residue *Styrene-Acrylic Copolymer Resins *Styrene-Acrylonitrile-Acrylates Copolymers *Styrene-Butadiene Resins *Styrene-Butadiene Resins (<50% Butadiene) *Styrene-Butadiene Resins (latex) *Styrene-Divinyl Benzene Resins (Ion Exchange) *Styrene-Methacrylate Terpolymer Resins *Styrene-Methyl Methacrylate Copolymers *Styrene, Butadiene, Vinyl Toluene Terpolymers *Sulfonated Styrene-Maleic Anhydride Resins *Unsaturated Polyester Resins *Vinyl Toluene Resins *Vinyl Toluene-Acrylate Resins *Vinyl Toluene-Butadiene Resins *Vinyl Toluene-Methacrylate Resins *Vinylacetate-N-Butylacrylate Copolymers [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.41 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT). top Except as provided in 40 CFR 125.30 through 125.32, and in 40 CFR 414.11(i) for point sources with production in two or more subcategories, any existing point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. ------------------------------------------------------------------------ BPT Effluent Limitations \1\ ----------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.................................................. 64 24 TSS................................................... 130 40 pH.................................................... (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.42 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT). [Reserved] top § 414.43 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable (BAT). top (a) The Agency has determined that for existing point sources whose total OCPSF production defined by §414.11 is less than or equal to five (5) million pounds of OCPSF products per year, the BPT level of treatment is the best available technology economically achievable. Accordingly, the Agency is not promulgating more stringent BAT limitations for these point sources. (b) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part. (c) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part. § 414.44 New source performance standards (NSPS). top (a) Any new source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) Any new source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. ------------------------------------------------------------------------ NSPS \1\ ----------------- Maximum Effluent characteristics Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.................................................. 64 24 TSS................................................... 130 40 pH.................................................... (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. § 414.45 Pretreatment standards for existing sources (PSES). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] § 414.46 Pretreatment standards for new sources (PSNS). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] Subpart E—Thermosetting Resins top § 414.50 Applicability; description of the thermosetting resins subcategory. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of the products classified under SIC 28214 thermosetting resins including those resins and resin groups listed below. Product groups are indicated with an asterisk (*). *Alkyd Resins Dicyanodiamide Resin *Epoxy Resins *Fumaric Acid Polyesters *Furan Resins Glyoxal-Urea Formaldehyde Textile Resin *Ketone-Formaldehyde Resins *Melamine Resins *Phenolic Resins *Polyacetal Resins Polyacrylamide *Polyurethane Prepolymers *Polyurethane Resins *Urea Formaldehyde Resins *Urea Resins [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.51 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT). top Except as provided in 40 CFR 125.30 through 125.32, and in 40 CFR 414.11(i) for point sources with production in two or more subcategories, any existing point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. ------------------------------------------------------------------------ BPT effluent limitations \1\ ----------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.................................................. 163 61 TSS................................................... 216 67 pH.................................................... (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.52 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT). [Reserved] top § 414.53 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable (BAT). top (a) The Agency has determined that for existing point sources whose total OCPSF production defined by §414.11 is less than or equal to five (5) million pounds of OCPSF products per year, the BPT level of treatment is the best available technology economically achievable. Accordingly, the Agency is not promulgating more stringent BAT limitations for these point sources. (b) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part. (c) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part. § 414.54 New source performance standards (NSPS). top (a) Any new source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) Any new source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. ------------------------------------------------------------------------ NSPS \1\ --------------------- Maximum Effluent characteristics Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 163 61 TSS............................................... 216 67 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. § 414.55 Pretreatment standards for existing sources (PSES). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] § 414.56 Pretreatment standards for new sources (PSNS). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] Subpart F—Commodity Organic Chemicals top § 414.60 Applicability; description of the commodity organic chemicals subcategory. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of the following SIC 2865 and 2869 commodity organic chemicals and commodity organic chemical groups. Product groups are indicated with an asterisk (*). (a) Aliphatic Organic Chemicals Acetaldehyde Acetic Acid Acetic Anhydride Acetone Acrylonitrile Adipic Acid *Butylenes (Butenes) Cyclohexane Ethanol Ethylene Ethylene Glycol Ethylene Oxide Formaldehyde Isopropanol Methanol Polyoxypropylene Glycol Propylene Propylene Oxide Vinyl Acetate 1,2-Dichloroethane 1,3-Butadiene (b) Aromatic Organic Chemicals Benzene Cumene Dimethyl Terephthalate Ethylbenzene m-Xylene (impure) p-Xylene Phenol *Pitch Tar Residues *Pyrolysis Gasolines Styrene Terephthalic Acid Toluene *Xylenes, Mixed o-Xylene (c) Halogenated Organic Chemicals Vinyl Chloride § 414.61 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT). top Except as provided in 40 CFR 125.30 through 125.32, and in 40 CFR 414.11(i) for point sources with production in two or more subcategories, any existing point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. ------------------------------------------------------------------------ BPT Effluent limitations \1\ --------------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 80 30 TSS............................................... 149 46 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.62 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT). [Reserved] top § 414.63 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable (BAT). top (a) The Agency has determined that for existing point sources whose total OCPSF production defined by §414.11 is less than or equal to five (5) million pounds of OCPSF products per year, the BPT level of treatment is the best available technology economically achievable. Accordingly, the Agency is not promulgating more stringent BAT limitations for these point sources. (b) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part. (c) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part. § 414.64 New source performance standards (NSPS) top (a) Any new source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) Any new source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. ------------------------------------------------------------------------ NSPS \1\ --------------------- Maximum Effluent characteristics Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 80 30 TSS............................................... 149 46 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. § 414.65 Pretreatment standards for existing sources (PSES). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] § 414.66 Pretreatment standards for new sources (PSNS). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] Subpart G—Bulk Organic Chemicals top § 414.70 Applicability; description of the bulk organic chemicals subcategory. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of the following SIC 2865 and 2869 bulk organic chemicals and bulk organic chemical groups. Product groups are indicated with an asterisk (*). (a) Aliphatic Organic Chemicals *Acetic Acid Esters *Acetic Acid Salts Acetone Cyanohydrin Acetylene Acrylic Acid *Acrylic Acid Esters *Alkoxy Alkanols *Alkylates *Alpha-Olefins Butane (all forms) *C–4 Hydrocarbons (Unsaturated) Calcium Stearate Caprolactam Carboxymethyl Cellulose Cellulose Acetate Butyrates *Cellulose Ethers Cumene Hydroperoxide Cyclohexanol Cyclohexanol, Cyclohexanone (Mixed) Cyclohexanone Cyclohexene *C12–C18 Primary Alcohols *C5 Concentrates *C9 Concentrates Decanol Diacetone Alcohol *Dicarboxylic Acids—Salts Diethyl Ether Diethylene Glycol Diethylene Glycol Diethyl Ether Diethylene Glycol Dimethyl Ether Diethylene Glycol Monoethyl Ether Diethylene Glycol Monomethyl Ether *Dimer Acids Dioxane Ethane Ethylene Glycol Monophenyl Ether *Ethoxylates, Misc. Ethylene Glycol Dimethyl Ether Ethylene Glycol Monobutyl Ether Ethylene Glycol Monoethyl Ether Ethylene Glycol Monomethyl Ether Glycerine (Synthetic) Glyoxal Hexane *Hexanes and Other C6 Hydrocarbons Isobutanol Isobutylene Isobutyraldehyde Isophorone Isophthalic Acid Isoprene Isopropyl Acetate Ligninsulfonic Acid, Calcium Salt Maleic Anhydride Methacrylic Acid *Methacrylic Acid Esters Methane Methyl Ethyl Ketone Methyl Methacrylate Methyl Tert-Butyl Ether Methylisobutyl Ketone *n-Alkanes n-Butyl Alcohol n-Butylacetate n-Butyraldehyde n-Butyric Acid n-Butyric Anhydride *n-Paraffins n-Propyl Acetate n-Propyl Alcohol Nitrilotriacetic Acid Nylon Salt Oxalic Acid *Oxo Aldehydes—Alcohols Pentaerythritol Pentane *Pentenes *Petroleum Sulfonates Pine Oil Polyoxybutylene Glycol Polyoxyethylene Glycol Propane Propionaldehyde Propionic Acid Propylene Glycol Sec-Butyl Alcohol Sodium Formate Sorbitol Stearic Acid, Calcium Salt (Wax) Tert-Butyl Alcohol 1-Butene 1-Pentene 1,4-Butanediol Isobutyl Acetate 2-Butene (Cis and Trans) 2-Ethyl Hexanol 2-Ethylbutyraldehyde 2,2,4-Trimethyl-1,3-Pentanediol (b) Amine and Amide Organic Chemicals 2,4-Diaminotoluene *Alkyl Amines Aniline Caprolactam, Aqueous Concentrate Diethanolamine Diphenylamine *Ethanolamines Ethylamine Ethylenediamine Ethylenediaminetetracetic Acid *Fatty Amines Hexamethylene Diamine Isopropylamine m-Toluidine Melamine Melamine Crystal *Methylamines Methylene Dianiline n-Butylamine N,N-Diethylaniline N,N-Dimethylformamide *Nitroanilines Polymeric Methylene Dianiline Sec-Butylamine Tert-Butylamine Toluenediamine (Mixture) *Toluidines o-Phenylenediamine 2,6-Dimethylaniline 4-(N-Hydroxyethylethylamino)-2-Hydroxyethyl Analine 4,4'-Methylenebis (N,N'-dimethyl)-aniline 4,4'Methylenedianiline (c) Aromatic Organic Chemicals Alpha-Methylstyrene *Alkyl Benzenes *Alkyl Phenols *Alkylbenzene Sulfonic Acids, Salts Aminobenzoic Acid (Meta and Para) Beta-Naphthalene Sulfonic Acid Benzenedisulfonic Acid Benzoic Acid Bis(2-Ethylhexyl)Phthalate Bisphenol A BTX-Benzene, Toluene, Xylene (Mixed) Butyl Octyl Phthalate Coal Tar *Coal Tar Products (Misc.) Creosote *Cresols, Mixed Cyanuric Acid *Cyclic Aromatic Sulfonates Dibutyl Phthalate Diisobutyl Phthalate Diisodecyl Phthalate Diisooctyl Phthalate Dimethyl Phthalate Dinitrotoluene (Mixed) Ditridecyl Phthalate m-Cresol Metanilic Acid Methylenediphenyldiisocyanate Naphthalene *Naphthas, Solvent Nitrobenzene Nitrotoluene Nonylphenol p-Cresol Phthalic Acid Phthalic Anhydride *Tars—Pitches Tert-Butylphenol *Toluene Diisocyanates (Mixture) Trimellitic Acid o-Cresol 1-Tetralol, 1-Tetralone Mix 2,4-Dinitrotoluene 2,6-Dinitrotoluene (d) Halogenated Organic Chemicals 1,4-Phenylenediamine Dihydrochloride Allyl Chloride Benzyl Chloride Carbon Tetrachloride *Chlorinated Paraffins, 35–64 PCT, Chlorine Chlorobenzene *Chlorobenzenes (Mixed) Chlorodifluoroethane Chloroform *Chloromethanes 2-Chloro-5-Methylphenol (6-chloro-m-cresol) *Chlorophenols Chloroprene Cyanogen Chloride Cyanuric Chloride Dichloropropane Epichlorohydrin Ethyl Chloride *Fluorocarbons (Freons) Methyl Chloride Methylene Chloride Pentachlorophenol Phosgene Tetrachloroethylene Trichloroethylene Trichlorofluoromethane Vinylidene Chloride 1,1-Dichloroethane 1,1,1-Trichloroethane 2,4-Dichlorophenol (e) Other Organic Chemicals Adiponitrile Carbon Disulfide Fatty Nitriles *Organo-Tin Compounds *Phosphate Esters Tetraethyl Lead Tetramethyl Lead *Urethane Prepolymers [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.71 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT). top Except as provided in 40 CFR 125.30 through 125.32, and in 40 CFR 414.11(i) for point sources with production in two or more subcategories, any existing point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. ------------------------------------------------------------------------ BPT Effluent limitations \1\ --------------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 92 34 TSS............................................... 159 49 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.72 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT). [Reserved] top § 414.73 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable (BAT). top (a) The Agency has determined that for existing point sources whose total OCPSF production defined by §414.11 is less than or equal to five (5) million pounds of OCPSF products per year, the BPT level of treatment is the best available technology economically achievable. Accordingly, the Agency is not promulgating more stringent BAT limitations for these point sources. (b) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part. (c) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part. § 414.74 New source performance standards (NSPS). top (a) Any new source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) Any new source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. ------------------------------------------------------------------------ NSPS \1\ --------------------- Maximum Effluent characteristics Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 92 34 TSS............................................... 159 49 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. § 414.75 Pretreatment standards for existing sources (PSES). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] § 414.76 Pretreatment standards for new sources (PSNS). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] Subpart H—Specialty Organic Chemicals top § 414.80 Applicability; description of the specialty organic chemicals subcategory. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of all SIC 2865 and 2869 organic chemicals and organic chemical groups which are not defined as commodity or bulk organic chemicals in §§414.60 and 414.70, respectively. § 414.81 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology currently available (BPT). top Except as provided in 40 CFR 125.30 through 125.32, and in 40 CFR 414.11(i) for point sources with production in two or more subcategories, any existing point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. ------------------------------------------------------------------------ BPT effluent limitations \1\ --------------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 120 45 TSS............................................... 183 57 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. [52 FR 42568, Nov. 5, 1987, as amended at 57 FR 41844, Sept. 11, 1992] § 414.82 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control technology (BCT). [Reserved] top § 414.83 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically achievable (BAT). top (a) The Agency has determined that for existing point sources whose total OCPSF production defined by §414.11 is less than or equal to five (5) million pounds of OCPSF products per year, the BPT level of treatment is the best available technology economically achievable. Accordingly, the Agency is not promulgating more stringent BAT limitations for these point sources. (b) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.91 of this part. (c) Except as provided in paragraph (a) of this section and in 40 CFR 125.30 through 125.32, any existing point source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part. § 414.84 New source performance standards (NSPS). top (a) Any new source that uses end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.9 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) Any new source that does not use end-of-pipe biological treatment and is subject to this subpart must achieve discharges in accordance with §414.101 of this part, and also must not exceed the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. ------------------------------------------------------------------------ NSPS \1\ --------------------- Maximum Effluent characteristics Maximum for for any monthly one day average ------------------------------------------------------------------------ BOD5.............................................. 120 45 TSS............................................... 183 57 pH................................................ (\2\) (\2\) ------------------------------------------------------------------------ \1\ All units except pH are milligrams per liter. \2\ Within the range of 6.0 to 9.0 at all times. § 414.85 Pretreatment standards for existing sources (PSES). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] § 414.86 Pretreatment standards for new sources (PSNS). top 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 discharges in accordance with §414.111. [58 FR 36892, July 9, 1993] Subpart I—Direct Discharge Point Sources That Use End-of-Pipe Biological Treatment top § 414.90 Applicability; description of the subcategory of direct discharge point sources that use end-of-pipe biological treatment. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of the OCPSF products and product groups defined by §414.11 from any point source that uses end-of-pipe biological treatment or installs end-of-pipe biological treatment to comply with BPT effluent limitations. § 414.91 Toxic pollutant effluent limitations and standards for direct discharge point sources that use end-of-pipe biological treatment. top (a) Any point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentrations in the following table. (b) In the case of chromium, copper, lead, nickel, zinc, and total cyanide, the discharge quantity (mass) shall be determined by multiplying the concentrations listed in the following table for these pollutants times the flow from metal-bearing waste streams for the metals and times the flow from cyanide bearing waste streams for total cyanide. The metal-bearing waste streams and cyanide-bearing waste streams are defined as those waste streams listed in Appendix A of this part, plus any additional OCPSF process wastewater streams identified by the permitting authority on a case-by-case basis as metal or cyanide bearing based upon a determination that such streams contain significant amounts of the pollutants identified above. Any such streams designated as metal or cyanide bearing must be treated independently of other metal or cyanide bearing waste streams unless the permitting authority determines that the combination of such streams, prior to treatment, with the Appendix A waste streams will result in substantial reduction of these pollutants. This determination must be based upon a review of relevant engineering, production, and sampling and analysis information. ------------------------------------------------------------------------ Effluent limitations BAT and NSPS \1\ --------------------- Effluent characteristics Maximum Maximum for any for any monthly one day average ------------------------------------------------------------------------ Acenaphthene...................................... 59 22 Acenaphthylene.................................... 59 22 Acrylonitrile..................................... 242 96 Anthracene........................................ 59 22 Benzene........................................... 136 37 Benzo(a)anthracene................................ 59 22 3,4-Benzofluoranthene............................. 61 23 Benzo(k)fluoranthene.............................. 59 22 Benzo(a)pyrene.................................... 61 23 Bis(2-ethylhexyl) phthalate....................... 279 103 Carbon Tetrachloride.............................. 38 18 Chlorobenzene..................................... 28 15 Chloroethane...................................... 268 104 Chloroform........................................ 46 21 2-Chlorophenol.................................... 98 31 Chrysene.......................................... 59 22 Di-n-butyl phthalate.............................. 57 27 1,2-Dichlorobenzene............................... 163 77 1,3-Dichlorobenzene............................... 44 31 1,4-Dichlorobenzene............................... 28 15 1,1-Dichloroethane................................ 59 22 1,2-Dichloroethane................................ 211 68 1,1-Dichloroethylene.............................. 25 16 1,2-trans-Dichloroethylene........................ 54 21 2,4-Dichlorophenol................................ 112 39 1,2-Dichloropropane............................... 230 153 1,3-Dichloropropylene............................. 44 29 Diethyl phthalate................................. 203 81 2,4-Dimethylphenol................................ 36 18 Dimethyl phthalate................................ 47 19 4,6-Dinitro-o-cresol.............................. 277 78 2,4-Dinitrophenol................................. 123 71 2,4-Dinitrotoluene................................ 285 113 2,6-Dinitrotoluene................................ 641 255 Ethylbenzene...................................... 108 32 Fluoranthene...................................... 68 25 Fluorene.......................................... 59 22 Hexachlorobenzene................................. 28 15 Hexachlorobutadiene............................... 49 20 Hexachloroethane.................................. 54 21 Methyl Chloride................................... 190 86 Methylene Chloride................................ 89 40 Naphthalene....................................... 59 22 Nitrobenzene...................................... 68 27 2-Nitrophenol..................................... 69 41 4-Nitrophenol..................................... 124 72 Phenanthrene...................................... 59 22 Phenol............................................ 26 15 Pyrene............................................ 67 25 Tetrachloroethylene............................... 56 22 Toluene........................................... 80 26 Total Chromium.................................... 2,770 1,110 Total Copper...................................... 3,380 1,450 Total Cyanide..................................... 1,200 420 Total Lead........................................ 690 320 Total Nickel...................................... 3,980 1,690 Total Zinc \2\.................................... 2,610 1,050 1,2,4-Trichlorobenzene............................ 140 68 1,1,1-Trichloroethane............................. 54 21 1,1,2-Trichloroethane............................. 54 21 Trichloroethylene................................. 54 21 Vinyl Chloride.................................... 268 104 ------------------------------------------------------------------------ \1\ All units are micrograms per liter. \2\ Total Zinc for Rayon Fiber Manufacture that uses the viscose process and Acrylic Fiber Manufacture that uses the zinc chloride/solvent process is 6,796 µg/l and 3,325 µg/l for maximum for any one day and maximum for monthly average, respectively. [52 FR 42568, Nov. 5, 1987, as amended at 58 FR 36892, July 9, 1993] Subpart J—Direct Discharge Point Sources That Do Not Use End-of-Pipe Biological Treatment top § 414.100 Applicability; description of the subcategory of direct discharge point sources that do not use end-of-pipe biological treatment. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of the OCPSF products and product groups defined by §414.11 from any point source that does not use end-of-pipe biological treatment and does not install end-of-pipe biological treatment to comply with BPT effluent limitations. § 414.101 Toxic pollutant effluent limitations and standards for direct discharge point sources that do not use end-of-pipe biological treatment. top (a)Any point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentartions in the following table. (b) In the case of chromium, copper, lead, nickel, zinc, and total cyanide, the discharge quantity (mass) shall be determined by multiplying the concentrations listed in the following table for these pollutants times the flow from metal bearing waste streams for the metals and times the cyanide-bearing waste streams for total cyanide. The metal-bearing waste streams and cyanide-bearing waste streams are defined as those waste streams listed in Appendix A of this part, plus any additional OCPSF process wastewater streams identified by the permitting authority on a case-by-case basis as metal or cyanide bearing based upon a determination that such streams contain significant amounts of the pollutants identified above. Any such streams designated as metal or cyanide bearing must be treated independently of other metal or cyanide bearing waste streams unless the permitting authority determines that the combination of such streams, prior to treatment, with the Appendix A waste streams will result in substantial reduction of these pollutants. This determination must be based upon a review of relevant engineering, production, and sampling and analysis information. ------------------------------------------------------------------------ BAT effluent limitations and NSPS \1\ --------------------- Effluent characteristics Maximum Maximum for for any monthly one day average ------------------------------------------------------------------------ Acenaphthene...................................... 47 19 Acenaphthylene.................................... 47 19 Acrylonitrile..................................... 232 94 Anthracene........................................ 47 19 Benzene........................................... 134 57 Benzo(a)anthracene................................ 47 19 3,4-Benzofluoranthene............................. 48 20 Benzo(k)fluoranthene.............................. 47 19 Benzo(a)pyrene.................................... 48 20 Bis(2-ethylhexyl) phthalate....................... 258 95 Carbon Tetrachloride.............................. 380 142 Chlorobenzene..................................... 380 142 Chloroethane...................................... 295 110 Chloroform........................................ 325 111 Chrysene.......................................... 47 19 Di-n-butyl phthalate.............................. 43 20 1,2-Dichlorobenzene............................... 794 196 1,3-Dichlorobenzene............................... 380 142 1,4-Dichlorobenzene............................... 380 142 1,1-Dichloroethane................................ 59 22 1,2-Dichloroethane................................ 574 180 1,1-Dichloroethylene.............................. 60 22 1,2-trans-Dichloroethylene........................ 66 25 1,2-Dichloropropane............................... 794 196 1,3-Dichloropropylene............................. 794 196 Diethyl phthalate................................. 113 46 2,4-Dimethylphenol................................ 47 19 Dimethyl phthalate................................ 47 19 4,6-Dinitro-o-cresol.............................. 277 78 2,4-Dinitrophenol................................. 4,291 1,207 Ethylbenzene...................................... 380 142 Fluoranthene...................................... 54 22 Fluorene.......................................... 47 19 Hexachlorobenzene................................. 794 196 Hexachlorobutadiene............................... 380 142 Hexachloroethane.................................. 794 196 Methyl Chloride................................... 295 110 Methylene Chloride................................ 170 36 Naphthalene....................................... 47 19 Nitrobenzene...................................... 6,402 2,237 2-Nitrophenol..................................... 231 65 4-Nitrophenol..................................... 576 162 Phenanthrene...................................... 47 19 Phenol............................................ 47 19 Pyrene............................................ 48 20 Tetrachloroethylene............................... 164 52 Toluene........................................... 74 28 Total Chromium.................................... 2,770 1,110 Total Copper...................................... 3,380 1,450 Total Cyanide..................................... 1,200 420 Total Lead........................................ 690 320 Total Nickel...................................... 3,980 1,690 Total Zinc \2\.................................... 2,610 1,050 1,2,4-Trichlorobenzene............................ 794 196 1,1,1-Trichloroethane............................. 59 22 1,1,2-Trichloroethane............................. 127 32 Trichloroethylene................................. 69 26 Vinyl Chloride.................................... 172 97 ------------------------------------------------------------------------ \1\ All units are micrograms per liter. \2\ Total Zinc for Rayon Fiber Manufacture that uses the viscose process and Acrylic Fibers Manufacture that uses the zinc chloride/solvent process is 6,796 µg/l and 3,325 µg/l for maximum for any one day and maximum for monthly average, respectively. [52 FR 42568, Nov. 5, 1987, as amended at 58 FR 36893, July 9, 1993] Subpart K—Indirect Discharge Point Sources top Source: 58 FR 36893, July 9, 1993, unless otherwise noted. § 414.110 Applicability; description of the subcategory of indirect discharge point sources. top The provisions of this subpart are applicable to the process wastewater discharges resulting from the manufacture of the OCPSF products and product groups defined by §414.11 from any indirect discharge point source. § 414.111 Toxic pollutant standards for indirect discharge point sources. top (a) Any point source subject to this subpart must achieve discharges not exceeding the quantity (mass) determined by multiplying the process wastewater flow subject to this subpart times the concentration listed in the following table. (b) In the case of lead, zinc, and total cyanide the discharge quantity (mass) shall be determined by multiplying the concentrations listed in the following table for these pollutants times the flow from metal-bearing waste streams for metals and times the flow from the cyanide-bearing waste streams for total cyanide. The metal-bearing waste streams and cyanide-bearing waste streams are defined as those waste streams listed in Appendix A of this part, plus any additional OCPSF process wastewater streams identified by the control authority on a case-by-case basis as metal or cyanide bearing based upon a determination that such streams contain significant amounts of the pollutants identified above. Any such streams designated as metal or cyanide bearing must be treated independently of other metal or cyanide bearing waste streams unless the control authority determines that the combination of such streams, prior to treatment, with the Appendix A waste streams will result in substantial reduction of these pollutants. This determination must be based upon a review of relevant engineering, production, and sampling and analysis information. ------------------------------------------------------------------------ PSES and PSNS \1\ --------------------- Maximum Effluent characteristics Maximum for any for any monthly one day average ------------------------------------------------------------------------ Acenaphthene...................................... 47 19 Anthracene........................................ 47 19 Benzene........................................... 134 57 Bis(2-ethylhexyl) phthalate....................... 258 95 Carbon Tetrachloride.............................. 380 142 Chlorobenzene..................................... 380 142 Chloroethane...................................... 295 110 Chloroform........................................ 325 111 Di-n-butyl phthalate.............................. 43 20 1,2-Dichlorobenzene............................... 794 196 1,3-Dichlorobenzene............................... 380 142 1,4-Dichlorobenzene............................... 380 142 1,1-Dichloroethane................................ 59 22 1,2-Dichloroethane................................ 574 180 1,1-Dichloroethylene.............................. 60 22 1,2-trans-Dichloroethylene........................ 66 25 1,2-Dichloropropane............................... 794 196 1,3-Dichloropropylene............................. 794 196 Diethyl phthalate................................. 113 46 Dimethyl phthalate................................ 47 19 4,6-Dinitro-o-cresol.............................. 277 78 Ethylbenzene...................................... 380 142 Fluoranthene...................................... 54 22 Fluorene.......................................... 47 19 Hexachlorobenzene................................. 794 196 Hexachlorobutadiene............................... 380 142 Hexachloroethane.................................. 794 196 Methyl Chloride................................... 295 110 Methylene Chloride................................ 170 36 Naphthalene....................................... 47 19 Nitrobenzene...................................... 6,402 2,237 2-Nitrophenol..................................... 231 65 4-Nitrophenol..................................... 576 162 Phenanthrene...................................... 47 19 Pyrene............................................ 48 20 Tetrachloroethylene............................... 164 52 Toluene........................................... 74 28 Total Cyanide..................................... 1,200 420 Total Lead........................................ 690 320 Total Zinc \2\.................................... 2,610 1,050 1,2,4-Trichlorobenzene............................ 794 196 1,1,1-Trichloroethane............................. 59 22 1,1,2-Trichloroethane............................. 127 32 Trichloroethylene................................. 69 26 Vinyl Chloride.................................... 172 97 ------------------------------------------------------------------------ \1\ All units are micrograms per liter. \2\ Total Zinc for Rayon Fiber Manufacture that uses the viscose process and Acrylic Fiber Manufacture that uses the zinc chloride/solvent process is 6,796 µg/l and 3,325 µg/l for maximum for any one day and maximum for monthly average, respectively. Appendix A to Part 414—Non-Complexed Metal-Bearing Waste Streams and Cyanide-Bearing Waste Streams top Chromium Methylhydroabietate/Esterification of hydroabietic acid (rosin) with methanol Acrylic acid/Oxidation of propylene via acrolein N-butyl alcohol/Hydrogenation of n-Butyraldehyde, Oxo process Cyclohexanone/From phenol via cyclohexanol by hydrogenation-dehydrogenation Fatty amines/Hydrogenation of fatty nitriles (batch) Helioptropin/Oxidation of isosafrole, chromium catalyst Isobutanol/Hydrogenation of isobutyraldehyde, Oxo process Cyclohexyl Mercaptan/Cyclohexanol + Hydrogen sulfide Ethyl Mercaptan/Ethanol + Hydrogen sulfide Methanol/H.P. Synthesis from natural gas via synthetic gas Oxo Alcohols, C7–C11/Carbonation & hydrogenation of C6–C10 Olefins Polyoxypropylene diamine/Polypropylene glycol + Ammonia n-Propyl alcohol/Hydrogenation of propionaldehyde, Oxo process SAN resin/Suspension polymerization Styrene/Dehydrogenation of ethylbenzene Styrene/Dehydration of methyl benzyl alcohol (coproduct of propylene oxide) 1-Tetralol, 1-Tetralone mix/Oxidation of tetralin (1,2,3,4-Tetrahydronaphthalene) 3,3,3-Trifluoropropene/Catalyzed hydrogen fluoride exchange with chlorinated propane Vinyl toluene/Dehydrogenation (thermal) of ethyltoluene Copper Methylhydroabietate/Esterification of hydroabietic acid (rosin) with methanol Acetaldehyde/Oxidation of ethylene with cupric chloride catalyst Acetic acid/Catalytic oxidation of butane Acetone/Dehydrogenation of isopropanol Acrylamide/Catalytic hydration of acrylonitrile Acrylic acid/Oxidation of propylene via acrolein Acrylonitrile/Propylene ammoxidation Adipic acid/Oxidation of cyclohexanol-cyclohexanone mixture Adipic acid/Oxidation of cyclohexane via cyclohexanol-cyclohexanone mixture Allynitrile/Allychloride + sodium cyanide Aniline/Hydrogenation of nitrobenzene Benzofurans, 2,3-Dihydro-2,2-dimethyl-7-benzofuranol/ from o-Nitrophenol + Methallyl chloride n-Butyl alcohol/Hydrogenation of n-Butyraldehyde, Oxo process 1,4-Butanediol/Hydrogenation of 1,4-butynediol Butryolactone/Dehydrogenation of 1,4-butanediol Caprolactam/From cyclohexane via cyclohexanone and its oxime Lilian (hydroxydihydrocitronellal)/Hydration and oxidation of citronellol 1,2-Dichloroethane/Oxyhydrochlorination of ethylene Dialkyldithiocarbamates, metal salts/Dialkylamines + carbon disulfide 2-Ethylhexanol/from n-Butyraldehyde by Aldo condensation and hydrogenation Fatty amines/Hydrogenation of fatty nitriles (batch) Geraniol/B-Myrcene + Hydrogen chloride, esterification of geranyl chloride, hydrolysis of geranyl acetate Furfuryl alcohol/Hydrogenation of furfural Geranial (Citral)/Oxidation of geraniol (copper catalyst) Glyoxal/Oxidation of ethylene glycol Isobutanol/Hydrogenation of isobutyraldehyde, Oxo process Isopropanol/Catalytic hydrogenation of acetone 2-Mercaptobenzothiazoles, copper salt/2-Mercaptobenzothiazole + copper salt Methanol/High pressure synthesis from natural gas via synthetic gas Methanol/Low pressure synthesis from natural gas via synthetic gas Methyl ethyl ketone/Dehydrogenation of sec-Butanol Oxo alcohols, C7–C11/Carbonation & hydrogenation of C6–C10 olefins Phenol/Liquid phase oxidation of benzoic acid Polyoxyalkylene amines/Polyoxyalkylene glycol + ammonia Polyphenylene oxide/Solution polymerization of 2,6-xylenol by oxidative coupling (cuprous salt catalyst) Polyoxypropylene diamine/Polypropylene glycol + Ammonia Quinaldine (dye intermediate)/Skraup reaction of aniline + crotonaldehyde Silicones, silicone fluids/Hydrolysis and condensation of chlorosilanes Silicones, silicone rubbers/Hydrolysis and condensation of chlorosilanes Silicones, silicone specialties (grease, dispersion agents, defoamers & other products) Silicones: Silicone resins/Hydrolysis & condensation of methyl, phenyl & vinyl chlorosilanes Silicones: Silicone fluids/Hydrolysis of chlorosilanes to acyclic & cyclic organosiloxanes Styrene/Dehydration of a-Methylbenzyl alcohol (coproduct of propylene oxide) Tetrachloroethylene (perchloroethylene)/Oxyhydrochlorination of tetrachloroethane Tris(anilino)s-triazine/Cyanuric chloride + aniline + cogeners Trichloroethylene/Oxyhydrochlorination of tetrachloroethane Unsaturated polyester resin/Reaction of maleic anhydride + phthalic anhydride + propylene glycol polyester with styrene or methyl methacrylate Lead Alkyd resin/Condensation polymerization Alkyd resins/Condensation polymerization of phthalic anhydride + glycerin + vegetable oil esters Dialkydithiocarbamates, metal salts/Dialkylamines + carbon disulfide Thiuram (dimethyldithiocarbamate) hexasulfide/Dimethyldithiocarbamate + sulfur Triphenylmethane dyes (methyl violet)/Condensation of Formaldehyde + N-Methylaniline + N,N-dimethylaniline, oxidation of reaction product 4,4'-Bis-(N,N-dimethylaniline) carbinol, Michler's hydrol/Oxidation of 4,4'-Methylene-bis(N,N-dimethylaniline) with lead oxide Naphthenic acid salts Stearic acid, metal salts/Neutralization with a metallic base Nickel Acetates, 7,11-Hexadecadien-1-ol (gossyplure)/Coupling reactions, low pressure hydrogenation, esterification Acetates, 9-dodecen-1-ol (pheromone)/Coupling reactions, low pressure hydrogenation, esterification Acrylic acid/oxidation of propylene via acrolein Acrylonitrile/Propylene ammoxidation n-Alkanes/Hydrogenation of C6-C22 alpha olefins (ethylene oligomers) Adiponitrile/Direct cyanation of butadiene Alkyl amines/Amination of alcohols 4-Aminoacetanilide/Hydrogenation of 4-Nitroacetanilide BTX/Hydrogenation of olefins (cyclohexenes) Terphenyls, hydrogenated/Nickel catalyst, hydrogenation of terphenyl Bisphenol-A, hydrogenated (Biscyclohexanol-A)/Hydrogenation of Bisphenol-A Butadiene (1,3)/Extractive distillation of C–4 pyrolyzates n-Butanol/Hydrogenation of n-Butyraldehyde, Oxo process 1,3-Butylene glycol/Hydrogenation of acetaldol 1,4-Butanediol/Hydrogenation of 1,4-butynediol Butylenes (mixed)/Distillation pf C4 pyrolyzates 4-Chloro-2-aminophenol/Hydrogenation of 4-Chloro-2-nitrophenol Lilial (hydroxydihydrocitronellal)/Hydration and oxidation of citronellol Cycloparaffins/Catalytic hydrogenation of aromatics in kerosene solvent Cyclohexanol/Hydrogenation of phenol, distillation Cyclohexanone/From phenol via cyclohexanol by hydrogenation-dehydrogenation Dialkyldithiocarbamates, metal salts/Dialkylamines + carbon disulfide Ethylamine/Reductive amination of ethanol Ethylamines (mono, di, tri)/Reductive ammination (ammonia + hydrogen) of ethanol Isoeugenol, high % trans/Separation of mixed cis & trans isoeugenols 2-Ethylhexanol/from n-Butyraldehyde by Aldol condensation and hydrogenation Fatty acids, hydrogenated/tallow & coco acids + Hydrogen Fatty amines/Hydrogenation of fatty nitriles (batch) Fatty amines/Hydrogenation of tallow & coco nitriles Glyoxal-urea formaldehyde textile resin/condensation to N-bis(hydroxymethyl) ureas & N,N'-(dihydroxyethyl) ureas 11-hexadecenal/Coupling rxns, low pressure hydrogenation Hexahydrophthalic anhydride/Condensation of butadiene & maleic anhydride (Diels-Alder reaction) + hydrogenation Isobutanol/Hydrogenation of isobutyraldehyde, Oxo process Diisobutyl amine/Ammonolysis of isobutanol Isopropyl amines (mono, di)/Reductive ammination (Ammonia + Hydrogen) of isopropanol Linalool/Pyrolysis of 2-Pinanol Methanol/High pressure synthesis from natural gas via synthetic gas Methanol/Low pressure sythesis fron natural gas via synthetic gas Methanol/Butane oxidation Tris-(hydroxymethyl) methyl amine/Hydrogenation of tris(hydroxymethyl) nitromethane N-Methyl morpholine/Morpholine + Methanol N-Ethyl morpholine/Morpholine + Ethanol 2-Methyl-7,8-epoxy octadecane/Coupling reactions, low pressure hydrogenation, epoxidation Alpha-Olefins/Ethylene oligomer, & Zeigler Cat. Petroleum hydrocarbon resins, hydrogenated/Hydrogenation of petroleum hydrocarbon resin products Pinane/Hydrogenation of A-Pinene 2-Pinanol/Reduction of pinane hydroperoxide Bis-(p-Octylphenol) sulfide, Nickel salt/p-Octylphenol + sulfur chloride (S2C12), neutralize with Nickel base Piperazine/Reductive amination of ethanol amine (ammonia & hydrogenation, metal catalyst) N,N-Dimethylpiperazine/Condensation piperazine + formaldehyde, hydrogenation Polyoxylalkylene amines/Polyoxyalkylene glycol + Ammonia Polyoxypropylene diamine/Polypropylene glycol + Ammonia 2-Amino-2-methyl-1-propanol/Hydrogenation of 2-Nitro 2-methyl-1-propanol 3-Methoxypropyl amine/Reductive amination of acrylamide with methanol & hydrogen N-Propylamine/Reductive ammination (ammonia + hydrogen) of n-propanol Sorbitol/Hydrogenation of sugars Sulfolane/Condensation butadiene + sulfur dioxide, Hydrogenation Thionocarbamates, N-Ethyl-o-isopropyl/Isopropyl xanthate + Ethylamine Toluene diamine (mixture)/Catalytic hydrogenation of dinitrotoluene Methylated urea-formaldehyde resins (textile)/Methylation of urea-formaldehyde adduct Methylated urea-formaldehyde glyoxol (textile resin)/Reaction of methylated urea-formaldehyde + glyoxal Zinc Methylhydroabietate, diels-alder adducts/Derivatives of abietic esters from rosin Acrylic resins/Emulsion or solution polymerization to coatings Acrylic resins (latex)/Emulsion polymerization of acrylonitrile with polybutadiene Acrylic fibers (85% polyacrylonitrile) by solution polymerization/Wet spinning Alkyd Resins/Condensation polymerization of phthalic anhydride + glycerin + vegetable oil esters Benzene/By-product of styrene by ethylbenzene dehydrogenation Benzene/By-product of vinyl toluene (from ethyltoluene) n-butyl alcohol/Hydrogenation of n-Butyraldehyde, Oxo process Coumarin (benz-a-pyrone)/Salicylaldehyde, Oxo process Cycloparaffins/Catalytic hydrogenation of aromatics in kerosene solvent Dithiocarbamates, zinc salt/Reaction of zinc oxide + Sodium dithiocarbamates Dialkyldithiocarbamates, metal salts/Diakylamines + Carbon disulfide Dithiocarbamates, metal salts/Dithiocarbamic acid + metal oxide Thiuram (dimethyldithiocarbamate) hexasulfide/Dimethyldithiocarbamate + sulfur Fluorescent brighteners/Coumarin based Ethyl acetate/Redox reaction (Tschenko) of acetaldehyde Ethylbenzene/Benzene alkylation in liquid phase Ethylbenzyl chloride/Chloromethylation (Hydrogen chloride + formaldehyde, zinc chloride) of ethylbenzene 2-Ethyl hexanol/Aldol condensation-hydrogenation of n-Butyraldehyde Glyoxal-urea formaldehyde textile resin/Condensation to N-bis (hydroxymethyl) ureas + N,N'-(Dihydroxyethyl) ureas Isobutanol/Hydrogenation of isobutyraldehyde, Oxo process Isopropanol/Catalytic hydrogenation of acetone Methallylidene diacetate/Condensation of 2-Methypropenal + acetic anhydride Methanol/Low pressure sythesis from natural gas via synthetic gas Methyl chloride/Hydrochlorination of methanol Methylethyl ketone/Dehydrogenation of sec-Butanol Naphthenic acid salts Nylon Nylon 6 & 66 copolymers/Polycondensation of Nylon salt + Caprolatam Nylon 6 fiber/Extrusion (melt spinning) Oxo alcohols, C12-C15/Hydroformylation & hydrogenation of C11-C14 olefins Phenolic urethan resins/Phenol + excess formaldehyde + Methylene aniline diisocyanate Polystyrene (crystal) modified/Polystyrene + sulfonation, chloromethylation and/or amination Rayon/Viscose process SAN resin/Emulsion polymerization Silicones: Silicone rubbers/Hydrolysis and condensation of chlorosilanes Silicones: Silicone specialties (grease, dispersion agents, defoamers & other products) Silicones: Silicone resins/Hydrolysis & condensation of methyl, phenyl & vinyl chlorosilanes Silicones: Silicone fluids/Hydrolysis of chlorosilanes to acyclic & cyclic organosiloxanes Stearic acid, metal salts/Neutralization with a metallic base Styrene/Dehydrogenation of ethylbenzene Styrene-butadiene resin/Emulsion polymerization Vinyl acetate/Reduction of acetylene + acetic acid Vinyl toluene/Dehydrogenation (thermal) of ethyltoluene Xylenes, mixed/By-product vinyl toluene (from ethyltoluene) Cyanide Acetone cyanohydrin/Acetone + Hydrogen cyanide Acetonitrile/By-product of acrylonitrile from propylene by ammoxidation Acrylic resins/Solution polymerization Acrylic fiber (85% acrylonitrile)/Suspension polymerization, and wet spinning Acrylic fiber (85% acrylonitrile)/Solution polymerization, and wet spinning Acrylonitrile/Ammoxidation of propylene Adiponitrile/Butadiene + Hydrogen cyanide (direct cyanation) Allylnitrile/Allyl chloride + Sodium cyanide Dimethoxybenzaldehyde/Hydroquinone dimethyl ether + Hydrogen cyanide, hydrolysis Benzyl cyanide/Benzyl chloride + Sodium cyanide Coal tar products/Distillation of coal tar condensate Cyanoacetic acid/Chloracetic acid + sodium cyanide Cyanuric chloride/Catalyzed trimerization of cyanogen chloride Vat dyes, Indigo paste as Vat Blue 1/Sodamide + potassium N-Phenylglycine, fused with caustic/N-phenylglycine + Aniline + Formaldehyde + Sodium bisulfite, sodium cyanide, hydrolysis with potassium hydroxide Disperse dyes, Azo and Vat Ethylenediamine tetraacetic acid/Ethylenediamine + Formaldehyde + Sodium cyanide Diethylenetriamine pentaacetic acid/Diethylenetriamine + Formaldehyde + Sodium cyanide N,N'-bis(o-Acetamidophenol)ethylenediamine, ferric complex/ Salicyladehyde + Ethylenediamine + Hydrogen cyanide, hydrolysis to amide Diethylenetriamine pentaacetic acid, pentasodium salt/Diethylenetriamine pentaacetic acide + caustic Ethylenediamine tetraacetic acid, metal salts/Ethylenediamine tetraacetic acid + metal bases Hydroxyethyl ethylenediamine triacetic acid, trisodium salt/ Ethylenediamine + Ethylene oxide + Formaldehyde + Sodium cyanide, hydrolysis 5,5-Dimethyl hyantoin/Acetone + ammonia + carbon dioxide + hydrogen cyanide Hydrogen cyanide/By-product of acrylonitrile by ammoxidation of propylene Iminodiacetic acid/Hexamethylene tetraamine + Hydrogen cyanide, hydrolysis of iminoacetonitrile salt Methionine/Acrolein + Methyl mercaptan, with hydrogen cyanide and ammonium carbonate Nitrilotriacetic acid/Hexamethylene tetraamine + Hydrogen cyanide, hydrolysis of nitrilotriacetonitrile salt Picolines, mixed/Condensation of acetaldehyde + formaldehyde + ammonia Organic pigments, Azo/Diazotization of aniline cogener, coupling to B-Napthol Pyrimidines, 2-Isopropyl-4-methoxy-/Isobutyronitrile + methanol, ammonia and methylacetoacetate (ring closure) Pyridine (synthetic)/Condensation of acetaldehyde + ammonia + formaldehyde Cyanopyridine/Ammoxidation of picoline Sarcosine (N-Methyl glycine), sodium salt/Hexamethylene tetraamine + Sodium cyanide, hydrolysis Thiophene acetic acid/Chloromethylation (Hydrogen chloride + Formaldehyde) + Sodium cyanide, hydrolysis Tris(anilino)S-triazine/Cyanuric chloride + Aniline and its cogeners Triethylorthoformate/Ethanol + Hydrogen cyanide Trimethylorthoformate/Methanol + Hydrogen cyanide [52 FR 42568, Nov. 5, 1987, as amended at 54 FR 27352, June 29, 1989; 55 FR 26692, June 29, 1990; 57 FR 41844, Sept. 11, 1992] Appendix B to Part 414—Complexed Metal-Bearing Waste Streams top Chromium Azo dye intermediates/Substituted diazonium salts + coupling compounds Vat dyes Acid dyes Azo dyes, metallized/Azo dye + metal acetate Acid dyes, Azo (including metallized) Organic pigments, miscellaneous lakes and toners Copper Disperse dyes Acid dyes Direct dyes Vat dyes Sulfur dyes Disperse dye coupler/N-substitution of 2-Amino-4-acetamidoanisole Azo dyes, metallized/Azo dye + metal acetate Direct dyes, Azo Disperse dyes, Azo and Vat Organic pigment Green 7/Copper phthalocyanine Organic pigments Organic pigments/Phthalocyanine pigments Organic pigments/Copper phthalocyanine (Blue Crude) Organic pigments, miscellaneous lakes and toners Lead Organic pigments, Quinacridines Organic pigments, Thioindigoids Tetraethyl lead/Alkyl halide + sodium-lead alloy Tetramethyl lead/Alkyl halide + sodium-lead alloy Nickel Azo dyes, metallized/Azo dye + metal acetate Zinc Organic pigments/Azo pigments by diazotization and coupling [52 FR 42568, Nov. 5, 1987, as amended at 54 FR 27352, June 29, 1989; 57 FR 41844, Sept. 11, 1992]