[Title 40 CFR N]
[Code of Federal Regulations (annual edition) - July 1, 1996 Edition]
[Title 40 - PROTECTION OF ENVIRONMENT]
[Chapter I - ENVIRONMENTAL PROTECTION AGENCY (Continued)]
[Subchapter N - EFFLUENT GUIDELINES AND STANDARDS]
[From the U.S. Government Publishing Office]
40
PROTECTION OF ENVIRONMENT
16
1996-07-01
1996-07-01
false
EFFLUENT GUIDELINES AND STANDARDS
N
SUBCHAPTER N
PROTECTION OF ENVIRONMENT
ENVIRONMENTAL PROTECTION AGENCY (Continued)
SUBCHAPTER N--EFFLUENT GUIDELINES AND STANDARDS
PART 425--LEATHER TANNING AND FINISHING POINT SOURCE CATEGORY--Table of Contents
General Provisions
Sec.
425.01 Applicability.
425.02 General definitions.
425.03 Sulfide analytical methods and applicability.
425.04 Applicability of sulfide pretreatment standards.
425.05 Compliance dates.
425.06 Monitoring requirements.
Subpart A--Hair Pulp, Chrome Tan, Retan-Wet Finish Subcategory
425.10 Applicability; description of the hair pulp, chrome tan, retan-
wet finish subcategory.
425.11 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.12 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.13 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.14 New source performance standards (NSPS).
425.15 Pretreatment standards for existing sources (PSES).
425.16 Pretreatment standards for new sources (PSNS).
Subpart B--Hair Save, Chrome Tan, Retan-Wet Finish Subcategory
425.20 Applicability; description of the hair save chrome tan, retan-
wet finish subcategory.
425.21 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.22 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.23 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.24 New source performance standards (NSPS).
425.25 Pretreatment standards for existing sources (PSES).
425.26 Pretreatment standards for new sources (PSNS).
Subpart C--Hair Save or Pulp, Non-Chrome Tan, Retan-Wet Finish
Subcategory
425.30 Applicability; description of the hair save or pulp, non-chrome
tan, retan-wet finish subcategory.
425.31 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.32 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.33 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.34 New source performance standards (NSPS).
425.35 Pretreatment standards for existing sources (PSES).
425.36 Pretreatment standards for new sources (PSNS).
Subpart D--Retan-Wet Finish-Sides Subcategory
425.40 Applicability; description of the retan-wet finish-sides
subcategory.
425.41 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.42 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.43 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.44 New source performance standards (NSPS).
[[Page 6]]
425.45 Pretreatment standards for existing sources (PSES).
425.46 Pretreatment standards for new sources (PSNS).
Subpart E--No Beamhouse Subcategory
425.50 Applicability; description of the no beamhouse subcategory.
425.51 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.52 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.53 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.54 New source performance standards (NSPS).
425.55 Pretreatment standards for existing sources (PSES).
425.56 Pretreatment standards for new sources (PSNS).
Subpart F--Through-the-Blue Subcategory
425.60 Applicability; description of the through-the-blue subcategory.
425.61 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.62 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.63 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.64 New source performance standards (NSPS).
425.65 Pretreatment standards for existing sources (PSES).
425.66 Pretreatment standards for new sources (PSNS).
Subpart G--Shearling Subcategory
425.70 Applicability; description of the shearling subcategory.
425.71 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.72 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.73 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.74 New source performance standards (NSPS).
425.75 Pretreatment standards for existing sources (PSES).
425.76 Pretreatment standards for new sources (PSNS).
Subpart H--Pigskin Subcategory
425.80 Applicability; description of the pigskin subcategory.
425.81 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.82 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.83 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.84 New source performance standards (NSPS).
425.85 Pretreatment standards for existing sources (PSES).
425.86 Pretreatment standards for new sources (PSNS).
Subpart I--Retan-Wet Finish-Splits Subcategory
425.90 Applicability; description of the retan-wet finish-splits
subcategory.
425.91 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
practicable control technology currently available (BPT).
425.92 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best
conventional pollutant control technology (BCT).
425.93 Effluent limitations representing the degree of effluent
reduction attainable by the application of the best available
technology economically achievable (BAT).
425.94 New source performance standards (NSPS).
425.95 Pretreatment standards for existing sources (PSES).
[[Page 7]]
425.96 Pretreatment standards for new sources (PSNS).
Appendix A to Part 425--Potassium Ferricyanide Titration Method
Appendix B to Part 425--Modified Monier-Williams Method
Appendix C to Part 425--Definition and Procedure for the Determination
of the Method Detection Limit
Authority: Secs. 301, 304(b), (c), (e), and (g), 306(b) and (c),
307(b) and (c), 308 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), 1318, and 1361; 86 Stat. 816, Pub. L.
92-500; 91 Stat. 1567, Pub. L. 95-217.
Source: 47 FR 52870, Nov. 23, 1982, unless otherwise noted.
General Provisions
Sec. 425.01 Applicability.
This part applies to any leather tanning and finishing facility
which discharges or may discharge process wastewater pollutants to the
waters of the United States, or which introduces or may introduce
process wastewater pollutants into a publicly owned treatment works.
Sec. 425.02 General definitions.
In addition to the definitions set forth in 40 CFR part 401, the
following definitions apply to this part:
(a) ``Sulfide'' shall mean total sulfide as measured by the
potassium ferricyanide titration method described in Appendix A or the
modified Monier-Williams method described in Appendix B.
(b) ``Hide'' means any animal pelt or skin as received by a tannery
as raw material to be processed.
(c) ``Retan-wet finish'' means the final processing steps performed
on a tanned hide including, but not limited to, the following wet
processes: retan, bleach, color, and fatliquor.
(d) ``Hair pulp'' means the removal of hair by chemical dissolution.
(e) ``Hair save'' means the physical or mechanical removal of hair
which has not been chemically dissolved, and either selling the hair as
a by-product or disposing of it as a solid waste.
(f) ``Chrome tan'' means the process of converting hide into leather
using a form of chromium.
(g) ``Vegetable tan'' means the process of converting hides into
leather using chemicals either derived from vegetable matter or
synthesized to produce effects similar to those chemicals.
(h) ``Raw material'' means the hides received by the tannery except
for facilities covered by subpart D and subpart I where ``raw material''
means the hide or split in the condition in which it is first placed
into a wet process.
(i) ``Monthly average'' means the arithmetic average of eight (8)
individual data points from effluent sampling and analysis during any
calendar month.
(j) ``Interference'' means the discharge of sulfides in quantities
which can result in human health hazards and/or risks to human life, and
an inhibition or disruption of POTW as defined in 40 CFR 403.3(i).
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9181, Mar. 21, 1988]
Sec. 425.03 Sulfide analytical methods and applicability.
(a) The potassium ferricyanide titration method described in
appendix A to part 425 shall be used whenever practicable for the
determination of sulfide in wastewaters discharged by plants operating
in all subcategories except the hair save or pulp, non-chrome tan,
retan-wet finish subcategory (subpart C, see Sec. 425.30). In all other
cases, the modified Monier-Williams method as described in appendix B to
part 425 shall be used as an alternative to the potassium ferricyanide
titration method for the determination of sulfide in wastewaters
discharged by plants operating in all subcategories except subpart C.
(b) The modified Monier-Williams method as described in appendix B
to part 425 shall be used for the determination of sulfide in
wastewaters discharged by plants operating in the hair save or pulp,
non-chrome tan, retan-wet finish subcategory (subpart C, see
Sec. 425.30).
[53 FR 9181, Mar. 21, 1988]
[[Page 8]]
Sec. 425.04 Applicability of sulfide pretreatment standards.
(a) A POTW receiving wastewater from a facility subject to this part
may require more stringent pretreatment standards for sulfide than those
established by this part without EPA approval.
(b) The pretreatment standards for sulfide established by this part
will not apply if the POTW receiving wastewater from a facility subject
to this part certifies in writing with explanation of relevant factors
considered, in accordance with the provisions of paragraph (c) of this
section, that the discharge of sulfide from the facility does not
interfere with the operation of the POTW. In making this determination,
the POTW shall consider all relevant factors including but not limited
to the following:
(1) The presence and characteristics, of other industrial
wastewaters which can increase or decrease sulfide concentrations, pH,
or both.
(2) The characteristics of the sewer/interceptor collection system
which either minimize or enhance opportunities for release of hydrogen
sulfide gas.
(3) The characteristics of the receiving POTWs headworks,
preliminary and primary treatment systems, and sludge holding and
dewatering facilities which either minimize or enhance opportunities for
release of hydrogen sulfide gas.
(4) The occurrence of any prior sulfide related interference as
defined in Sec. 425.02(j).
(c)(1) On October 13, 1983, a POTW which intends to certify that the
sulfide pretreatment standard should not apply must publish, in a local
newspaper with the largest circulation, a notice that presents the
findings supporting this determination consistent with paragraph (a) of
this section. Allowance for public hearing of these findings also must
be provided. The POTW shall identify all existing facilities to which
the sulfide pretreatment standard otherwise established by this part
would not apply.
(2) On January 11, 1984, a POTW which intends to certify that the
sulfide pretreatment standard should not apply must file a written
certification with the Regional Water Management Division Director,
Environmental Protection Agency, in the appropriate Regional Office.
This certification shall include the findings supporting this
determination and the results of public comments, and public hearing(s)
if held.
(3) On February 10, 1984, EPA shall acknowledge to the POTW receipt
of any certification submitted under paragraphs (c) (1) and (2) of this
section, and shall indicate to the POTW the adequacy of the submission
based upon a review of the factors set forth in paragraph (b) of this
section.
(4) Within 30 days of the date of receipt of adequate submissions
under paragraphs (c) (1), (2), and (3) of this section, EPA shall
publish a notice in the Federal Register identifying those facilities to
which the sulfide pretreatment standards of this part shall not apply.
(5) A POTW may certify that the sulfide pretreatment standards of
this part should not apply to a new source planning to discharge into
the POTW. This certification must be submitted prior to the commencement
of discharge, and must conform at a minimum with criteria in paragraph
(b) of this section and the general procedures and intervals of time
contained in paragraphs (c) (1), (2), (3), and (4) of this section.
(d)(1) If, after EPA and the POTW have determined in accordance with
this section that the sulfide pretreatment standards of this part are
not applicable to specified facilities, a POTW then determines that
there have been changed circumstances (including but not limited to
changes in the factors specified in paragraph (b) of this section) which
justify application of the sulfide pretreatment standards, the POTW
shall revoke the certification submitted under paragraph (c) of this
section. The POTW and EPA shall then adhere to the general procedures
and time intervals contained in paragraph (c) of this section in order
to determine whether the sulfide pretreatment standards contained in
this part are applicable.
(2) If pursuant to paragraph (d)(1) of this section, the sulfide
pretreatment standards of this part are applicable to
[[Page 9]]
a specified facility, the indirect discharger shall comply with the
sulfide pretreatment standards no later than 18 months from the date of
publication of the Federal Register notice identifying the facility.
(e) At any time after October 13, 1983, if a POTW determines that
there have been changed circumstances (including but not limited to
changes in the factors specified in paragraph (b) of this section), it
may initiate proceedings contained in paragraph (c) of this section to
determine that the sulfide pretreatment standards of this part shall not
be applicable. The POTW and EPA shall follow the procedures and time
intervals contained in paragraph (c) of this section to make this
determination. A final determination that the sulfide pretreatment
standards are not applicable must be made prior to the discharge of
sulfide not in accordance with the standards set forth in this part.
(The information collection and reporting requirements contained in
paragraphs (b) and (c) were approved by the Office of Management and
Budget under control number 2040-0032)
[47 FR 52870, Nov. 23, 1982; 48 FR 30117, June 30, 1983, as amended at
48 FR 31404, July 8, 1983; 48 FR 32346, July 15, 1983; 48 FR 35649, Aug.
5, 1983; 53 FR 9181, Mar. 21, 1988]
Sec. 425.05 Compliance dates.
The compliance date for new source performance standards (NSPS) and
pretreatment standards for new sources (PSES) is the date the new source
commences discharge. The compliance date for BPT effluent limitations
and guidelines and pretreatment standards for existing sources to no
later than March 31, 1989.
[53 FR 9182, Mar. 21, 1988]
Sec. 425.06 Monitoring requirements.
Compliance with monthly average discharge limitations is required
regardless of the number of samples analyzed and averaged.
Subpart A--Hair Pulp, Chrome Tan, Retan-Wet Finish Subcategory
Sec. 425.10 Applicability; description of the hair pulp, chrome tan, retan-wet finishing subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which, either exclusively or in
addition to other unhairing and tanning operation, processes raw or
cured cattle or cattle-like hides into finished leather by chemically
dissolving the hide hair, chrome tanning, and retan-wet finishing.
Sec. 425.11 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds of raw
material
---------------------------
BOD5........................................ 9.3 4.2
TSS......................................... 13.4 6.1
Oil & Grease................................ 3.9 1.7
Total Chromium.............................. 0.24 0.09
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0
[53 FR 9182, Mar. 21, 1988]
Sec. 425.12 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
Except as provided in 40 CFR 125.30 through 125.32, any existing
point source subject to this subpart must
[[Page 10]]
achieve the following effluent limitations representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology (BCT): The effluent
limitations are those for BOD5, TSS, Oil and Grease, and pH contained in
Sec. 425.11.
Sec. 425.13 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.11.
Sec. 425.14 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
NSPS
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Kg/kkg (or 1b/1,000 lb)
of raw material
-------------------------
BOD5.......................................... 6.0 2.7
TSS........................................... 8.7 4.0
Oil and grease................................ 2.5 1.1
Total chromium................................ 0.16 0.06
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982; 48 FR 30116, June 30, 1983]
Sec. 425.15 Pretreatment standards for existing sources (PSES).
(a) Except as provided in Sec. 425.04 and 40 CFR 403.7 and 403.13,
any existing source subject to this subpart which introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR Part 403, and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
-------------------------
Sulfide....................................... 24 ...........
Total chromium................................ 12 8
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 7.0 to 10.0.
(b) Any existing source subject to this subpart which processes less
than 275 hides/day shall comply with Sec. 425.15(a), except that the
total chromium limitations contained in Sec. 425.15(a) do not apply.
[47 FR 52870, Nov. 23, 1982; 48 FR 30116, June 30, 1983, as amended at
53 FR 9182, Mar. 21, 1988]
Sec. 425.16 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7 and 425.04, any new source
subject to this subpart that introduces process wastewater pollutants
into a publicly owned treatment works must comply with 40 CFR Part 403,
and achieve the pretreatment standards contained in Sec. 425.15.
Subpart B--Hair Save, Chrome Tan, Retan-Wet Finish Subcategory
Sec. 425.20 Applicability; description of the hair save, chrome tan, retan-wet finish subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes raw or cured
cattle or cattle-like hides into finished leather by hair save
unhairing, chrome tanning, and retan-wet finishing.
Sec. 425.21 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
[[Page 11]]
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Kg/kkg (or pound per 1,000
lb) of raw material
---------------------------
BOD5........................................ 8.2 3.7
TSS......................................... 11.8 5.4
Oil and grease.............................. 3.4 1.5
Total chromium.............................. 0.21 0.08
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 9.0.
Sec. 425.22 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
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 conventional pollutant control technology
(BCT): The effluent limitations are those for BOD5, TSS, Oil and Grease,
and pH contained in Sec. 425.21.
Sec. 425.23 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.21.
Sec. 425.24 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
NSPS
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Kg/kkg (or pound per 1,000
lb) of raw material
---------------------------
BOD5........................................ 6.9 3.1
TSS......................................... 9.9 4.5
Oil and grease.............................. 2.9 1.3
Total chromium.............................. 0.18 0.06
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 9.0
Sec. 425.25 Pretreatment standards for existing sources (PSES).
Except as provided in Sec. 425.04 and 40 CFR 403.7 and 403.13, any
existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR Part 403, and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
-------------------------
Sulfide....................................... 24 ...........
Total Chromium................................ 12 8
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 7.0 to 10.0
Sec. 425.26 Pretreatment standards for new sources (PSNS)
Except as provided in 40 CFR 403.7 and 425.04, any new source
subject to this subpart that introduces process wastewater pollutants
into a publicly owned treatment works must comply with 40 CFR Part 403,
and achieve the pretreatment standards contained in Sec. 425.25.
Subpart C--Hair Save or Pulp, Non-Chrome Tan, Retan-Wet Finish
Subcategory
Sec. 425.30 Applicability; description of the hair save or pulp, non-chrome tan, retan-wet finish subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes raw or cured
cattle or cattle-like hides into finished leather
[[Page 12]]
by hair save or pulp unhairing, vegetable tanning or alum, syntans, oils
and other agents for tanning, and retan-wet finishing.
Sec. 425.31 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
---------------------------
BOD5........................................ 6.7 3.0
TSS......................................... 9.7 4.4
Oil & Grease................................ 2.8 1.3
Total Chromium.............................. 0.17 0.06
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9182, Mar. 21, 1988]
Sec. 425.32 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
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 conventional pollutant control technology
(BCT): The effluent limitations are those for BOD5, TSS, Oil and Grease,
and pH contained in Sec. 425.31.
Sec. 425.33 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.31.
Sec. 425.34 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
NSPS
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Kg/kkg (or pound per 1,000
lb) of raw material
---------------------------
BOD5........................................ 5.9 2.7
TSS......................................... 8.5 3.9
Oil and grease.............................. 2.4 1.1
Total chromium.............................. 0.15 0.06
pH.......................................... (\1\ ) (\1\ )
------------------------------------------------------------------------
\1\ Within the range 6.0 to 9.0.
Sec. 425.35 Pretreatment standards for existing sources (PSES).
(a) Except as provided in Sec. 425.04 and 40 CFR 403.7 and 403.13,
any existing sources subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR Part 403, and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES limitations
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
-------------------------
Sulfide....................................... 24 --
Total Chromium................................ 12 8
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Not less than 7.0.
(b) Any existing source subject to this subpart which processes less
than 350 hides/day shall comply with Sec. 425.35(a), except that the
Total Chromium limitations contained in Sec. 425.35(a) do not apply.
[47 FR 52870, Nov. 23, 1982; 48 FR 36116, June 30, 1983, as amended at
53 FR 9182, Mar. 21, 1988]
[[Page 13]]
Sec. 425.36 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7 and 425.04, any new source
subject to this subpart that introduces process wastewater pollutants
into a publicly owned treatment works must comply with 40 CFR Part 403,
and achieve the pretreatment standards contained in Sec. 425.35.
Subpart D--Retan-Wet Finish-Sides Subcategory
Sec. 425.40 Applicability; description of the retan-wet finish-sides subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes previously tanned
hides and skins (grain side only) into finished leather by retan-wet
finishing.
Sec. 425.41 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
---------------------------
BOD5........................................ 8.9 4.0
TSS......................................... 12.8 5.8
Oil & Grease................................ 3.7 1.7
Total Chromium.............................. 0.23 0.08
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9182, Mar. 21, 1988]
Sec. 425.42 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
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 conventional pollutant control technology
(BCT): The effluent limitations are those for BOD5, TSS, Oil and Grease,
and pH contained in Sec. 425.41.
Sec. 425.43 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.41.
Sec. 425.44 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
NSPS
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
-------------------------
BOD5.......................................... 6.5 2.9
TSS........................................... 9.3 4.3
Oil & Grease.................................. 2.7 1.2
Total Chromium................................ 0.17 0.06
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9182, Mar. 21, 1988]
Sec. 425.45 Pretreatment standards for existing sources (PSES).
Except as provided in 40 CFR 403.7 and 403.13, any existing source
subject to this subpart that introduces process
[[Page 14]]
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403, and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
-------------------------
Total Chromium................................ 19 12
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 10.0.
Sec. 425.46 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7, any new source subject to this
subpart that introduces process wastewater pollutants into a publicly
owned treatment works must comply with 40 CFR part 403, and achieve the
pretreatment standards contained in Sec. 425.45.
Subpart E--No Beamhouse Subcategory
Sec. 425.50 Applicability; description of the no beamhouse subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes cattle hides,
sheepskins, or splits (hair previously removed and pickled) into
finished leather by chrome or non-chrome tanning, and retan-wet
finishing.
Sec. 425.51 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
---------------------------
BOD5........................................ 8.0 3.6
TSS......................................... 11.6 5.3
Oil & Grease................................ 3.4 1.5
Total Chromium.............................. 0.21 0.08
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9182, Mar. 21, 1988]
Sec. 425.52 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
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 conventional control technology (BCT): The
effluent limitations are those for BOD5, TSS, Oil and Grease, and pH
contained in Sec. 425.51.
Sec. 425.53 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.51
Sec. 425.54 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
[[Page 15]]
------------------------------------------------------------------------
NSPS
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 lb) of raw material
---------------------------
BOD5........................................ 5.3 2.4
TSS......................................... 7.7 3.5
Oil & Grease................................ 2.2 1.0
Total Chromium.............................. 0.14 0.05
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 9.0.
Sec. 425.55 Pretreatment standards for existing sources (PSES).
Except as provided in 40 CFR 403.7 and 403.13, any existing source
subject to this subpart that introduces process wastewater pollutants
into a publicly owned treatment works must comply with 40 CFR part 403,
and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
-------------------------
Total chromium................................ 19 12
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 10.0.
Sec. 425.56 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7, any new source subject to this
subpart that introduces process wastewater pollutants into a publicly
owned treatment works must comply with 40 CFR part 403, and achieve the
pretreatment standards contained in Sec. 425.55.
Subpart F--Through-the-Blue Subcategory
Sec. 425.60 Applicability; description of the through-the-blue subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes raw or cured
cattle or cattle-like hides through the blue tanned state by hair pulp
unhairing and chrome tanning; no retan-wet finishing is performed.
Sec. 425.61 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
---------------------------
BOD5........................................ 3.2 1.5
TSS......................................... 4.7 2.1
Oil & Grease................................ 1.4 0.61
Total Chromium.............................. 0.08 0.03
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9183, Mar. 21, 1988]
Sec. 425.62 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
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 conventional pollutant control technology
(BCT): The effluent limitations are those for BOD5, TSS, Oil and Grease,
and pH contained in Sec. 425.61.
Sec. 425.63 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
[[Page 16]]
economically achievable (BAT): The effluent limitations are those for
Total Chromium contained in Sec. 425.61.
Sec. 425.64 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
---------------------------
BOD5........................................ 3.2 1.5
TSS......................................... 4.7 2.1
Oil & Grease................................ 1.4 0.61
Total Chromium.............................. 0.08 0.03
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9183, Mar. 21, 1988]
Sec. 425.65 Pretreatment standards for existing sources (PSES).
Except as provided in Sec. 425.04 and 40 CFR 403.7 and 403.13, any
existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403, and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
---------------------------
Sulfide..................................... 24 ............
Total chromium.............................. 12 8
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 7.0 to 10.0.
Sec. 425.66 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7 and 425.04, any new source
subject to this subpart that introduces process wastewater pollutants
into a publicly owned treatment must comply with 40 CFR part 403, and
must achieve the pretreatment standards contained in Sec. 425.65.
Subpart G--Shearling Subcategory
Sec. 425.70 Applicability; description of the shearling subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes raw or cured sheep
or sheep-like skins with the wool or hair retained into finished leather
by chrome tanning, and retan-wet finishing.
Sec. 425.71 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
------------------------------------------------------------------------
NSPS
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
---------------------------
BOD5........................................ 3.0 1.3
TSS......................................... 4.3 1.9
Oil & Grease................................ 1.2 0.55
Total Chromium.............................. 0.08 0.03
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9183, Mar. 21, 1988]
Sec. 425.72 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
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 conventional pollutant control technology
(BCT): The effluent limitations are those for BOD5, TSS, Oil and Grease,
and pH contained in Sec. 425.71.
[[Page 17]]
Sec. 425.73 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.71.
Sec. 425.74 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
NSPS
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Kg/kkg (or pound per 1,000
lb) of raw material
---------------------------
BOD5........................................ 13.2 5.9
TSS......................................... 19.1 8.7
Oil and grease.............................. 5.6 2.5
Total chromium.............................. 0.34 0.12
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 425.75 Pretreatment standards for existing sources (PSES).
Except as provided in 40 CFR 403.7 and 403.13, any existing source
subject to this subpart that introduces process wastewater pollutants
into a publicly owned treatment works must comply with 40 CFR part 403,
and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
-------------------------
Total chromium................................ 19 12
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 10.0.
Sec. 425.76 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7, any new source subject to this
subpart that introduces process wastewater pollutants into a publicly
owned treatment works must comply with 40 CFR part 403, and must achieve
the pretreatment standards contained in Sec. 425.75.
Subpart H--Pigskin Subcategory
Sec. 425.80 Applicability; description of the pigskin subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes raw or cured
pigskins into finished leather by chemically dissolving or pulping the
hair and tanning with chrome, then retan-wet finishing.
Sec. 425.81 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 lb) of raw material
---------------------------
BOD5........................................ 7.0 3.2
TSS......................................... 10.1 4.6
Oil and grease.............................. 3.0 1.3
Total chromium.............................. 0.18 0.07
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982; 48 FR 30117, June 30, 1983]
Sec. 425.82 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
Except as provided in 40 CFR 125.30 through 125.32, any existing
point source subject to this subpart must
[[Page 18]]
achieve the following effluent limitations representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology (BCT): The effluent
limitations are those for BOD5, TSS, Oil and Grease and pH contained in
Sec. 425.81.
Sec. 425.83 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.81.
Sec. 425.84 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
NSPS
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 lb) of raw material
---------------------------
BOD5........................................ 5.8 2.6
TSS......................................... 8.3 3.8
Oil and grease.............................. 2.4 1.1
Total chromium.............................. 0.15 0.05
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 9.0.
Sec. 425.85 Pretreatment standards for existing sources (PSES).
Except as provided in Sec. 425.04 and 40 CFR 403.7 and 403.13, any
existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403, and achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
------------------------------------------------------------------------
Sulfide....................................... 24 ...........
Total chromium................................ 12 8
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 7.0 to 10.0.
Sec. 425.86 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7 and 425.04, any new source
subject to this subpart that introduces process wastewater pollutants
into a publicly owned treatment works must comply with 40 CFR part 403,
and achieve the pretreatment standards contained in Sec. 425.85.
Subpart I--Retan-Wet Finish-Splits Subcategory
Sec. 425.90 Applicability; description of the retan-wet finish-splits subcategory.
The provisions of this subpart are applicable to process wastewater
discharges resulting from any tannery which processes previously
unhaired and tanned splits into finished leather by retan-wet finishing.
Sec. 425.91 Effluent limitations representing the degree of effluent reduction attainable by the application of the best practicable control technology
currently available (BPT).
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 (BPT):
[[Page 19]]
------------------------------------------------------------------------
BPT limitations
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 pounds) of raw
material
---------------------------
BOD5........................................ 5.8 2.6
TSS......................................... 8.3 3.8
Oil & Grease................................ 2.4 1.1
Total Chromium.............................. 0.15 0.05
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range of 6.0 to 9.0.
[47 FR 52870, Nov. 23, 1982, as amended at 53 FR 9183, Mar. 21, 1988]
Sec. 425.92 Effluent limitations representing the degree of effluent reduction attainable by the application of the best conventional pollutant control
technology (BCT).
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 conventional pollutant control technology
(BCT): The effluent limitations are those for BOD5, TSS, Oil and Grease,
and pH contained in Sec. 425.91.
Sec. 425.93 Effluent limitations representing the degree of effluent reduction attainable by the application of the best available technology economically
achievable (BAT).
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
(BAT): The effluent limitations are those for Total Chromium contained
in Sec. 425.91.
Sec. 425.94 New source performance standards (NSPS).
Any new source subject to this subpart must achieve the following
new source performance standards (NSPS):
------------------------------------------------------------------------
NSPS
---------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
kg/kkg (or pounds per
1,000 lb) of raw material
---------------------------
BOD5........................................ 3.5 1.6
TSS......................................... 5.1 2.3
Oil & Grease................................ 1.5 0.66
Total Chromium.............................. 0.09 0.03
pH.......................................... (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 9.0.
Sec. 425.95 Pretreatment standards for existing sources (PSES).
(a) Except as provided in 40 CFR 403.7 and 403.13, any existing
source subject to this subpart that introduces process wastewater
pollutants into a publicly owned treatment works must comply with 40 CFR
part 403, and must achieve the following pretreatment standards:
------------------------------------------------------------------------
PSES
-------------------------
Pollutant or pollutant property Maximum for
Maximum for monthly
any 1 day average
------------------------------------------------------------------------
Milligrams per liter (mg/
l)
-------------------------
Total Chromium................................ 19 12
pH............................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\ Within the range 6.0 to 10.0.
(b) Any existing source subject to this subpart which processes less
than 3,600 splits/day shall comply with Sec. 425.95(a), except that the
total chromium limitations contained in Sec. 425.95(a) do not apply.
[47 FR 52870, Nov. 23, 1982; 48 FR 30117, June 30, 1983, as amended at
53 FR 9183, Mar. 21, 1988]
Sec. 425.96 Pretreatment standards for new sources (PSNS).
Except as provided in 40 CFR 403.7, any new source subject to this
subpart that introduces process wastewater pollutants into a publicly
owned treatment works must comply with 40 CFR part 403, and achieve the
pretreatment standards contained in Sec. 425.95.
[[Page 20]]
Appendix A to Part 425--Potassium Ferricyanide Titration Method
Source
The potassium ferricyanide titration method is based on method SLM
4/2 described in ``Official Method of Analysis,'' Society of Leather
Trades' Chemists, Fourth Revised Edition, Redbourn, Herts., England,
1965.
Outline of Method
The buffered sulfide solution is titrated with standard potassium
ferricyanide solution in the presence of a ferrous dimethylglyoxime
ammonia complex. The sulfide is oxidized to sulfur. Sulfite interferes
and must be precipitated with barium chloride. Thiosulfate is not
titrated under the conditions of the determination (Charlot, ``Ann.
chim, anal,'', 1945, 27, 153; Booth; ``J. Soc. Leather Trades'
Chemists,'' 1956, 40, 238).
Apparatus
Burrette, 10 ml.
Reagents
1. Preparation of 0.02N potassium ferricyanide; Weigh to the nearest
tenth of a gram 6.6 g. of analytical reagent grade potassium
ferricyanide and dissolve in 1 liter distilled water. Store in an amber
bottle in the dark. Prepare fresh each week.
2. Standardization of ferricyanide solution: Transfer 50 ml. of
solution to a 250 ml. Erlenmeyer flask. Add several crystals of
potassium iodide (about 1 g.), mix gently to dissolve, add 1 ml. of 6N
hydrochloric acid, stopper the flask, and swirl gently. Let stand for
two minutes, add 10 ml. of a 30 percent zinc sulfate solution, and
titrate the mixture containing the gelatinous precipitate with
standardized sodium thiosulfate or phenylarsine oxide titrant in the
range of 0.025-0.050N Add 1 ml. of starch indicator solution after the
color has faded to a pale yellow, and continue the titration to the
disappearance of the blue color. Calculate the normality of the
ferricyanide solution using the equation:
(ml of thiosulfate added) (normality of thiosulfate)
Normality of Potassium Ferricyanide = ------------------------------------------------------------------------
[K3Fe(CN)6] Ml of K3Fe(CN)6
3. Preparation of 6M ammonium chloride buffer, pH 9.3: Dissolve 200
g. ammonium chloride in approximately 500 ml. distilled water, add 200
ml. 14M reagent grade ammonium hydroxide and make up to 1 liter with
distilled water. The buffer should be prepared in a hood. Store in a
tightly stoppered container.
4. Preparation of 0.05M barium chloride solution: Dissolve 12-13 g.
barium chloride dihydrate in 1 liter of distilled water.
5. Preparation of ferrous dimethylglyoxime indicator solution: Mix
10 ml. 0.6 percent ferrous sulfate, 50 ml. 1 percent dimethylglyoxime in
ethanol, and 0.5 ml. concentrated sulfuric acid.
6. Preparation of stock sulfide standard, 1000 ppm: Dissolve 2.4 g.
reagent grade sodium sulfide in 1 liter of distilled water. Store in a
tightly stoppered container. Diluted working standards must be prepared
fresh daily and their concentrations determined by EPA test procedure
376.1 (see 40 CFR 136.3, Table IB, parameter 66 (49 FR 43234, October
26, 1984, with correction notice at 50 FR 690, January 4, 1985))
immediately prior to use.
7. Preparation of 10N NaOH: Dissolve 400 g. of analytical reagent
grade NaOH in 1 liter distilled water.
Sample Preservation and Storage
Samples are to be field filtered (gravity or pressure) with coarse
filter paper (Whatman 4 or equivalent) immediately after collection.
Filtered samples must be preserved by adjustment to pH> 12 with 10N
NaOH. Sample containers must be covered tightly and stored at 4 deg.C
until analysis. Samples must be analyzed within 48 hours of collection.
If these procedures cannot be achieved, it is the laboratory's
responsibility to institute quality control procedures that will provide
documentation of sample integrity.
Procedure
1. Transfer 100 ml. of sample to be analyzed, or a suitable portion
containing not more than 15 mg. sulfide supplemented to 100 ml. with
distilled water, to a 250 ml. Erlenmeyer flask.
2. Adjust the sample to pH 8.5-9.5 with 6N HC1.
3. Add 20 ml. of 6M ammonium chloride buffer (pH 9.3), 1 ml. of
ferrous dimethylglyoxime indicator, and 25 ml. of 0.05M barium chloride.
Mix gently, stopper, and let stand for 10 minutes.
4. After 10 minutes titrate with standardized potassium ferricyanide
to disappearance of pink color. The endpoint is reached when
[[Page 21]]
there is no reappearance of the pink color after 30 seconds.
Calculation and Reporting of Results.
A x B x 16,000
----------------------------
1. mg./l. sulfide = vol. in ml. of sample
titrated
where A=volume in ml. of potassium ferricyanide solution used,
and B=normality of potassium ferricyanide solution.
2. Report results to two significant figures.
Quality Control
1. Each laboratory that uses this method is required to operate a
formal quality control program. The minimum requirements of this program
consist of an initial demonstration of laboratory capability and the
analysis of replicate and spiked samples as a continuing check on
performance. The laboratory is required to maintain performance records
to define the quality of data that is generated. Ongoing performance
checks must be compared with established performance criteria to
determine if the results of analyses are within precision and accuracy
limits expected of the method.
2. Before performing any analyses, the analyst must demonstrate the
ability to generate acceptable precision and accuracy with this method
by performing the following operations.
(a) Perform four replicate analyses of a 20 mg./l. sulfide standard
prepared in distilled water (see paragraph 6 under ``Reagents'' above).
(b)(1) Calculate clean water precision and accuracy in accordance
with standard statistical procedures. Clean water acceptance limits are
presented in paragraph 2(b)(2) below. These criteria must be met or
exceeded before sample analyses can be initiated. A clean water standard
must be analyzed with each sample set and the established criteria met
for the analysis to be considered under control.
(2) Clean water precision and accuracy acceptance limits: For
distilled water samples containing from 5 mg./l. to 50 mg./l. sulfide,
the mean concentration from four replicate analyses must be within the
range of 50 to 110 percent of the true value.
3. The Method Detection Limits (MDL) should be determined
periodically by each participating laboratory in accordance with the
procedures specified in ``Methods for Chemical Analysis of Municipal and
Industrial Wastewater,'' EPA-660/4-82-057, July 1982, EMSL, Cincinnati,
OH 45268. For the convenience of the user, these procedures are
contained in appendix C to part 425.
4. A minimum of one spiked and one duplicate sample must be
performed for each analytical event, or five percent spikes and five
percent duplicates when the number of samples per event exceeds twenty.
Spike levels are to be at the MDL (see paragraph 3 above for MDL
samples) and at x where x is the concentration found if in excess of the
MDL. Spike recovery must be 40 to 120 percent for the analysis of a
particular matrix type to be considered valid. If a sample or matrix
type provides performance outside these acceptance limits, the analyses
must be repeated using the modified Monier-Williams procedures described
in appendix B to this part.
5. Report results in mg./liter. When duplicate and spiked samples
are analyzed, report all data with the sample results.
[53 FR 9183, Mar. 21, 1988]
Appendix B to Part 425--Modified Monier-Williams Method
Outline of Method
Hydrogen sulfide is liberated from an acidified sample by
distillation and purging with nitrogen gas (N2). Sulfur dioxide
interference is removed by scrubbing the nitrogen gas stream in a pH 7
buffer solution. The sulfide gas is collected by passage through an
alkaline hydrogen peroxide scrubbing solution in which it is oxidized to
sulfate. Sulfate concentration in the scrubbing solution is determined
by either EPA gravimetric test procedure 375.3 or EPA turbidimetric test
procedure 375.4 (see 40 CFR 136.3, Table IB, parameter 65 (49 FR 43234,
October 26, 1984, and correction notice at 50 FR 690, January 4, 1985)).
Apparatus*
(See Figure 1.) * Catalogue numbers are given only to provide a more
complete description of the equipment necessary, and do not constitute a
manufacturer or vendor endorsement.
Heating mantel and control (VWR Cat. No. 33752-464)
1000 ml. distilling flask with three 24/40 joints (VWR Cat. No.
29280-215)
Friedricks condenser with two 24/40 joints (VWR Cat. No. 23161-009)
[[Page 22]]
[GRAPHIC] [TIFF OMITTED] TC01MY92.112
[[Page 23]]
125 ml. separatory funnel with 24/40 joint (VWR Cat. No. 30357-102)
Inlet tube with 24/40 joint (VWR Cat. No. 33057-105)
Adapter joint 24/40 to 19/38 (VWR Cat. No. 62905-26)
Adsorber head (2 required) (Thomas Cat. No. 9849-R29)
Adsorber body (2 required) (Thomas Cat. No. 9849-R32)
Laboratory vacuum pump or water aspirator
Reagents
1. Potassium hydroxide, 6N: Dissolve 340 g. of analytical reagent
grade KOH in 1 liter distilled water.
2. Sodium hydroxide, 6N: Dissolve 240 g. of analytical reagent grade
NaOH in 1 liter distilled water.
3. Sodium hydroxide, 0.03N: Dilute 5.0 ml. of 6N NaOH to 1 liter
with distilled water.
4. Hydrochloric acid, 6N: Dilute 500 ml. of concentrated HCl to 1
liter with distilled water.
5. Potassium phosphate stock buffer, 0.5M: Dissolve 70 g. of
monobasic potassium phosphate in approximately 800 ml. distilled water.
Adjust pH to 7.0 0.1 with 6N potassium hydroxide and dilute
to 1 liter with distilled water. Stock solution in stable for several
months at 4 deg.C.
6. Potassium phosphate buffer, 0.05M: Dilute 1 volume of 0.5M
potassium phosphate stock buffer with 9 volumes of distilled water.
Solution is stable for one month at 4 deg.C.
7. Alkaline 3% hydrogen peroxide: Dilute 1 volume of 30 percent
hydrogen peroxide with 9 volumes of 0.03N NaOH. Prepare this solution
fresh each day of use.
8. Preparation of stock sulfide standard, 1000 ppm.: Dissolve 2.4 g.
reagent grade sodium sulfide in 1 liter of distilled water. Store in a
tightly stoppered container. Diluted working standards must be prepared
fresh daily and their concentrations determined by EPA test procedure
376.1 immediately prior to use (see 40 CFR 136.3, Table IB, parameter 66
(49 FR 43234, October 26, 1984, and correction notice at 50 FR 690,
January 4, 1985)).
Sample Preservation and Storage
Preserve unfiltered wastewater samples immediately after collection
by adjustment to pH>9 with 6N NaOH and addition of 2 ml. of 2N zinc
acetate per liter. This amount of zinc acetate is adequate to preserve
64 mg./l. sulfide under ideal conditions. Sample containers must be
covered tightly and stored at 4 deg.C until analysis. Samples must be
analyzed within seven days of collection. If these procedures cannot be
achieved, it is the laboratory's responsibility to institute quality
control procedures that will provide documentation of sample integrity.
Procedure (See Figure 1 for apparatus layout.)
1. Place 50 ml. of 0.05M pH 7.0 potassium phosphate buffer in Trap
No. 1.
2. Place 50 ml. of alkaline 3 percent hydrogen peroxide in Trap No.
2.
3. Sample introduction and N2 prepurge: Gently mix sample to be
analyzed to resuspend settled material, taking care not to aerate the
sample. Transfer 400 ml. of sample, or a suitable portion containing not
more than 20 mg. sulfide diluted to 400 ml. with distilled water, to the
distillation flask. Adjust the N2 flow so that the impingers are
frothing vigorously, but not overflowing. Vaccum may be applied at the
outlet of Trap No. 2 to assist in smooth purging. The N2 inlet tube
of the distillation flask must be submerged deeply in the sample to
ensure efficient agitation. Purge the sample for 30 minutes without
applying heat. Test the apparatus for leaks during the prepurge cycle
(Snoop or soap water solution).
4. Volatilization of H2S: Interrupt the N2 flow (and
vacuum) and introduce 100 ml. of 6N HCl to the sample using the
separatory funnel. Immediately resume the gas flow (and vacuum). Apply
maximum heat with the heating mantle until the sample begins to boil,
then reduce heat and maintain gentle boiling and N2 flow for 30
minutes. Terminate the distillation cycle by turning off the heating
mantle and maintaining N2 flow through the system for 5 to 10
minutes. Then turn off the N2 flow (and release vacuum) and
cautiously vent the system by placing 50 to 100 ml. of distilled water
in the separatory funnel and opening the stopcock carefully. When the
bubbling stops and the system is equalized to atmospheric pressure,
remove the separatory funnel. Extreme care must be exercised in
terminating the distillation cycle to avoid flash-over, draw-back, or
violent steam release.
5. Analysis: Analyze the contents of Trap No. 2 for sulfate
according to either EPA gravimetric test procedure 375.3 or EPA
turbidimetric test procedure 375.4 (see 40 CFR 136.3, Table IB,
parameter 65 (49 FR 43234, October 26, 1984, and correction notice at 50
FR 690, January 4, 1985)). Use the result to calculate mg./l. of sulfide
in wastewater sample.
Calculations and Reporting of Results
1. Gravimetric procedure:
(mg. BaSO4 collected in Trap
No. 2) x (137)
mg sulfide/l. = -------------------------------
volume in ml. of waste sample
distilled
2. Turbidimetric procedure:
A x B x 333
mg. sulfide/l. = -------------------------
C
where A=mg./l. of sulfate in Trap No. 2
B=liquid volume in liters in Trap No. 2
and C=volume in ml. of waste sample distilled
3. Report results to two significant figures.
Quality Control
1. Each laboratory that uses this method is required to operate a
formal quality control program. The minimum requirements of this program
consist of an initial demonstration of laboratory capability and the
analysis of replicate and spiked samples as a continuing check on
performance. The laboratory is required to maintain performance records
to define the quality of data that is generated. Ongoing performance
checks must be compared with established performance criteria to
determine if the results of analyses are within precision and accuracy
limits expected of the method.
2. Before performing any analyses, the analyst must demonstrate the
ability to generate acceptable accuracy and precision by performing the
following operations.
(a) Perform four replicate analyses of a 20 mg./l. sulfide standard
prepared in distilled water (see paragraph 8 under ``Reagents'' above).
(b)(1) Calculate clean water precision and accuracy in accordance
with standard statistical procedures. Clean water acceptance limits are
presented in paragraph 2(b)(2) below. These criteria must be met or
exceeded before sample analyses can be initiated. A clean water standard
must be analyzed with each sample set and the established criteria met
for the analyses to be considered under control.
(2) Clean water precision and accuracy acceptance limits: For
distilled water samples containing from 5 mg./l. to 50 mg./l. sulfide,
the mean concentration from four replicate analyses must be within the
range of 72 to 114 percent of the true value.
3. The Method Detection Limit (MDL) should be determined
periodically by each participating laboratory in accordance with the
procedures specified in ``Methods for Chemical Analysis of Municipal and
Industrial Wastewater,'' EPA-600/4-82-057, July 1982, EMSL, Cincinnati,
OH 45268. For the convenience of the user, these procedures are
contained in appendix C to part 425.
4. A minimum of one spiked and one duplicate sample must be run for
each analytical event, or five percent spikes and five percent
duplicates when the number of samples per event exceeds twenty. Spike
levels are to be at the MDL (see paragraph 3 above for MDL samples) and
at x when x is the concentration found if in excess of the MDL. Spike
recovery must be 60 to 120 percent for the analysis of a particular
matrix type to be considered valid.
5. Report all results in mg./liter. When duplicate and spiked
samples are analyzed, report all data with the sample results.
[53 FR 9184, Mar. 21, 1988]
Appendix C to Part 425--Definition and Procedure for the Determination
of the Method Detection Limit \1\
The method detection limit (MDL) is defined at the minimum
concentration of a substance that can be identified, measured and
reported with 99 percent confidence that the analyte concentration is
greater than zero and determined from analysis of a sample in a given
matrix containing analyte.\1\
---------------------------------------------------------------------------
\1\ Source: ``Methods for Chemical Analysis of Municipal and
Industrial Wastewater,'' EPA-600/4-82-057, July 1982, EMSL, Cincinnati,
OH 45268
---------------------------------------------------------------------------
Scope and Application
This procedure is designed for applicability to a wide variety of
sample types ranging from reagent (blank) water containing analyte to
wastewater containing analyte. The MDL for an analytical procedure may
vary as a function of sample type. The procedure requires a complete,
specific and well defined analytical method. It is essential that all
sample processing steps of the analytical method be included in the
determination of the method detection limit.
The MDL obtained by this procedure is used to judge the significance
of a single measurement of a future sample.
The MDL procedure was designed for applicability to a broad variety
of physical and chemical methods. To accomplish this, the procedure was
made device- or instrument-independent.
Procedure
1. Make an estimate of the detection limit using one of the
following:
(a) The concentration value that corresponds to an instrument
signal/noise ratio in the range of 2.5 to 5. If the criteria for
qualitative identification of the analyte is based upon pattern
recognition techniques, the least abundant signal necessary to achieve
identification must be considered in making the estimate.
(b) The concentration value that corresponds to three times the
standard deviation of replicate instrumental measurements for the
analyte in reagent water.
(c) The concentration value that corresponds to the region of the
standard curve
[[Page 25]]
where there is a significant change in sensitivity at low analyte
concentrations, i.e., a break in the slope of the standard curve.
(d) The concentration value that corresponds to known instrumental
limitations.
It is recognized that the experience of the analyst is important to
this process. However, the analyst must include the above considerations
in the estimate of the detection limit.
2. Prepare reagent (blank) water that is as free of analyte as
possible. Reagent or interference free water is defined as a water
sample in which analyte and interferent concentrations are not detected
at the method detection limit of each analyte of interest. Interferences
are defined as systematic errors in the measured analytical signal of an
established procedure caused by the presence of interfering species
(interferent). The interferent concentration is presupposed to be
normally distributed in representative samples of a given matrix.
3. (a) If the MDL is to be determined in reagent water (blank),
prepare a laboratory standard (analyte in reagent water) at a
concentration which is at least equal to or in the same concentration
range as the estimated MDL. (Recommended between 1 and 5 times the
estimated MDL.) Proceed to Step 4.
(b) If the MDL is to be determined in another sample matrix, analyze
the sample. If the measured level of the analyte is in the recommended
range of one to five times the estimated MDL, proceed to Step 4.
If the measured concentration of analyte is less than the estimated
MDL, add a known amount of analyte to bring the concentration of analyte
to between one and five times the MDL. In the case where an interference
is coanalyzed with the analyte:
If the measured level of analyte is greater than five times the
estimated MDL, there are two options:
(1) Obtain another sample of lower level of analyte in same matrix
if possible.
(2) The sample may be used as is for determining the MDL if the
analyte level does not exceed 10 times the MDL of the analyte in reagent
water. The variance of the analytical method changes as the analyte
concentration increases from the MDL, hence the MDL determined under
these circumstances may not truly reflect method variance at lower
analyte concentrations.
4. (a) Take a minimum of seven aliquots of the sample to be used to
calculate the MDL and process each through the entire anlaytical method.
Make all computations according to the defined method with final results
in the method reporting units. If blank measurements are required to
calculate the measured level of analyte, obtain separate blank
measurements for each sample aliquot anlayzed. The average blank
measurement is subtracted from the respective sample measurements.
(b) It may be economically and technically desirable to evaluate the
estimated MDL before proceeding with 4a. This will: (1) Prevent
repeating this entire procedure when the costs of analyses are high and
(2) insure that the procedure is being conducted at the correct
concentration. It is quite possible that an incorrect MDL can be
calculated from data obtained at many times the real MDL even though the
background concentration of analyte is less than five times the
calculated MDL. To insure that the estimate of the MDL is a good
estimate, it is necessary to determine that a lower concentration of
analyte will not result in a significantly lower MDL. Take two aliquots
of the sample to be used to calculate the MDL and process each through
the entire method, including blank measurements as described above in
4a. Evaluate these data:
(1) If these measurements indicate the sample is in the desirable
range for determining the MDL, take five additional aliquots and
proceed. Use all seven measurements to calculate the MDL.
(2) If these measurements indicate the sample is not in the correct
range, reestimate the MDL, obtain new sample as in 3 and repeat either
4a or 4b.
5. Calculate the variance (S2) and standard deviation (S) of
the replicate measurements, as follows:
where: the xi, i = 1 to n are the analytical results in the final
method reporting units obtained from the n sample aliquots and
refers to the sum of the X values from i = 1 to n.
6. (a) Compute the MDL as follows:
MDL = t(n-1, 1-a = .99) (S)
where:
MDL=the method detection
t(n-1, 1-a=.99)=the students' t value appropriate for a 99 percent
confidence level and a standard deviation estimate with n-1
degrees of freedom. See Table.
S=standard deviation of the replicate analyses.
(b) The 95 percent confidence limits for the MDL derived in 6a are
computed according
[[Page 26]]
to the following equations derived from percentiles of the chi square
over degrees of freedom distribution (X2/df) and calculated as follows:
MDLLCL=0.69 MDL
MDLUCL=1.92 MDL where MDLLCL and MDLUCL are the lower and
upper 95 percent confidence limits respectively based on seven
aliquots.
7. Optional iterative procedure to verify the reasonableness of the
estimated MDL and calculated MDL of subsequent MDL determinations.
(a) If this is the initial attempt to compute MDL based on the
estimated MDL in Step 1, take the MDL as calculated in Step 6, spike in
the matrix at the calculated MDL and proceed through the procedure
starting with Step 4.
(b) If the current MDL determination is an iteration of the MDL
procedure for which the spiking level does not permit qualitative
identification, report the MDL as that concentration between the current
spike level and the previous spike level which allows qualitative
identification.
(c) If the current MDL determination is an iteration of the MDL
procedure and the spiking level allows qualitative identification, use
S2 from the current MDL calculation and S2 from the previous
MDL calculation to compute the F ratio.
then compute the pooled standard deviation by the following equation:
respike at the last calculated MDL and process the samples through the
procedure starting with Step 4.
(d) Use the Spooled as calculated in 7b to compute the final
MDL according to the following equation:
MDL=2.681 (Spooled)
where 2.681 is equal to t (12, 1-a=.99)
(e) The 95 percent confidence limits for MDL derived in 7c are
computed according to the following equations derived from percentiles
of the chi squared over degrees of freedom distribution.
MDLLCL=0.72 MDL
MDLUCL=1.65 MDL
where LCL and UCL are the lower and upper 95 percent confidence limits
respectively based on 14 aliquots.
Reporting
The analytical method used must be specifically identified by number
or title and the MDL for each analyte expressed in the appropriate
method reporting units. If the analytical method permits options which
affect the method detection limit, these conditions must be specified
with the MDL value. The sample matrix used to determine the MDL must
also be identified with the MDL value. Report the mean analyte level
with the MDL. If a laboratory standard or a sample that contained a
known amount analyte was used for this determination, report the mean
recovery, and indicate if the MDL determination was iterated.
If the level of the analyte in the sample matrix exceeds 10 times
the MDL of the analyte in reagent water, do not report a value for the
MDL.
Reference
Glaser, J.A., Foerst, D.L., McKee, G.D., Quave, S.A., and Budde,
W.L., ``Trace Analysis for Wastewaters,'' Environmental Science and
Technology, 15, 1426 (1981).
Table of Students' t Values at the 99 Percent Confidence Level
------------------------------------------------------------------------
Degrees
of t(n-1, 1-
Number of replicates freedom a=.99)
(n-1)
------------------------------------------------------------------------
7............................................ 6 3.143
8............................................ 7 2.998
9............................................ 8 2.896
10........................................... 9 2.821
11........................................... 10 2.764
16........................................... 15 2.602
21........................................... 20 2.528
26........................................... 25 2.485
31........................................... 30 2.457
61........................................... 60 2.390
2.326
------------------------------------------------------------------------
[53 FR 9186, Mar. 21, 1988]
PART 426--GLASS MANUFACTURING POINT SOURCE CATEGORY--Table of Contents
Subpart A--Insulation Fiberglass Subcategory
Sec.
426.10 Applicability; description of the insulation fiberglass
subcategory.
426.11 Specialized definitions.
[[Page 27]]
426.12 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.13 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.14 [Reserved]
426.15 Standards of performance for new sources.
426.16 Pretreatment standards for new sources.
426.17 Effluent limitations guidelines representing the degreee of
effluent reduction attainable by the application of the best
conventional pollutant control technology (BCT).
Subpart B--Sheet Glass Manufacturing Subcategory
426.20 Applicability; description of the sheet glass manufacturing
subcategory.
426.21 Specialized definitions.
426.22 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.23 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.24 Pretreatment standards for existing sources.
426.25 Standards of performance for new sources.
426.26 Pretreatment standards for new sources.
426.27 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart C--Rolled Glass Manufacturing Subcategory
426.30 Applicability; description of the rolled glass manufacturing
subcategory.
426.31 Specialized definitions.
426.32 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.33 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.34 Pretreatment standards for existing sources.
426.35 Standards of performance for new sources.
426.36 Pretreatment standards for new sources.
426.37 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart D--Plate Glass Manufacturing Subcategory
426.40 Applicability; description of the plate glass manufacturing
subcategory.
426.41 Specialized definitions.
426.42 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.43 [Reserved]
426.44 Pretreatment standards for existing sources.
426.45 Standards of performance for new sources.
426.46 Pretreatment standards for new sources.
426.47 Effluent limitations guidelines representing the degreee of
effluent reduction attainable by the application of the best
conventional pollutant control technology (BCT).
Subpart E--Float Glass Manufacturing Subcategory
426.50 Applicability; description of the float glass manufacturing
subcategory.
426.51 Specialized definitions.
426.52 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.53 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.54 [Reserved]
426.55 Standards of performance for new sources.
426.56 Pretreatment standards for new sources.
426.57 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart F--Automotive Glass Tempering Subcategory
426.60 Applicability; description of the automotive glass tempering
subcategory.
426.61 Specialized definitions.
[[Page 28]]
426.62 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.63 [Reserved]
426.64 Pretreatment standards for existing sources.
426.65 Standards of performance for new sources.
426.66 Pretreatment standards for new sources.
426.67 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart G--Automotive Glass Laminating Subcategory
426.70 Applicability; description of the automotive glass laminating
subcategory.
426.71 Specialized definitions.
426.72 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.73 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.74 [Reserved]
426.75 Standards of performance for new sources.
426.76 Pretreatment standards for new sources.
426.77 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart H--Glass Container Manufacturing Subcategory
426.80 Applicability; description of the glass container manufacturing
subcategory.
426.81 Specialized definitions.
426.82 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.83--426.84 [Reserved]
426.85 Standards of performance for new sources.
426.86 Pretreatment standards for new sources.
426.87 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart I--Machine Pressed and Blown Glass Manufacturing Subcategory
[Reserved]
Subpart J--Glass Tubing (Danner) Manufacturing Subcategory
426.100 Applicability; description of the glass tubing (Danner)
manufacturing subcategory.
426.101 Specialized definitions.
426.102 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.103--426.104 [Reserved]
426.105 Standards for performance for new sources.
426.106 Pretreatment standards for new sources.
426.107 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart K--Television Picture Tube Envelope Manufacturing Subcategory
426.110 Applicability; description of the television picture tube
envelope manufacturing subcategory.
426.111 Specialized definitions.
426.112 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.113 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.114 [Reserved]
426.115 Standards of performance for new sources.
426.116 Pretreatment standards for new sources.
426.117 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart L--Incandescent Lamp Envelope Manufacturing Subcategory
426.120 Applicability; description of the incandescent lamp envelope
manufacturing subcategory.
426.121 Specialized definitions.
[[Page 29]]
426.122 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.123 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.124 [Reserved]
426.125 Standards of performance for new sources.
426.126 Pretreatment standards for new sources.
426.127 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart M--Hand Pressed and Blown Glass Manufacturing Subcategory
426.130 Applicability; description of the hand pressed and blown glass
manufacturing subcategory.
426.131 Specialized definitions.
426.132 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
426.133 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
426.134 [Reserved]
426.135 Standards of performance for new sources.
426.136 Pretreatment standards for new sources.
426.137 [Reserved]
Authority: Secs. 301, 304 (b) and (c), 306 (b) and (c), 307(c), and
316(b) of the Federal Water Pollution Control Act, as amended; 33 U.S.C.
1251, 1311, 1314, 1316 (b) and (c), 1317(b); 86 Stat. 816 et seq., Pub.
L. 92-500; 91 Stat. 1567, Pub. L. 95-217.
Source: 39 FR 2565, Jan. 22, 1974, unless otherwise noted.
Subpart A--Insulation Fiberglass Subcategory
Sec. 426.10 Applicability; description of the insulation fiberglass subcategory.
The provisions of this subpart are applicable to discharges
resulting from the production of insulation fiberglass in which molten
glass is either directly or indirectly made, continuously fiberized and
chemically bonded into a wool-like material.
Sec. 426.11 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
(b) The term ``cullet water'' shall mean that water which is
exclusively and directly applied to molten glass in order to solidify
the glass.
(c) The term ``advanced air emission control devices'' shall mean
air pollution control equipment, such as electrostatic precipitators and
high energy scrubbers, that are used to treat an air discharge which has
been treated initially by equipment including knock-out chambers and low
energy scrubbers.
Sec. 426.12 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
The following limitations establish the quantity or quality of
pollutants or pollutant properties which may be discharged by a point
source subject to the provisions of this subpart after application of
the best practicable control technology currently available:
(a) There shall be no discharge of process waste water pollutants to
navigable waters, except as permitted in paragraph (b) of this section.
(b) The following limitations establish the quantity or quality of
pollutants or pollutant properties, controlled
[[Page 30]]
by this section, which may be discharged in process waste water from
advanced air emission control devices, when such water cannot be
consumed in the process.
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kilograms per
1,000 kg of product)
-----------------------------
Phenol.................................... 0.0006 0.0003
COD....................................... 0.33 .165
BOD5...................................... 0.024 .012
TSS....................................... 0.03 .015
pH........................................ (\1\) (\1\)
-----------------------------
English units (pounds per
1,000 lb. of product)
-----------------------------
Phenol.................................... 0.0006 0.0003
COD....................................... 0.33 .165
BOD5...................................... 0.024 .012
TSS....................................... 0.03 .015
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 2565, Jan. 22, 1974; 39 FR 4760, Feb. 7, 1974]
Sec. 426.13 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties which may be discharged by a point
source subject to the provisions of this subpart after application of
the best available technology economically achievable: There shall be no
discharge of process waste water pollutants to navigable waters.
Sec. 426.14 [Reserved]
Sec. 426.15 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties which may be discharged by
a new source subject to the provisions of this subpart: There shall be
no discharge of process waste water pollutants to navigable waters.
Sec. 426.16 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
(a) Applicability. The provisions of this section shall apply to
discharges of process waste water pollutants into publicly owned
treatment works except for that portion of the waste stream which
constitutes cullet water.
(b) [Reserved]
[39 FR 2565, Jan. 22, 1974, as amended at 60 FR 33958, June 29, 1995]
Sec. 426.17 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology (BCT).
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.12 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart B--Sheet Glass Manufacturing Subcategory
Source: 39 FR 5714, Feb. 14, 1974, unless otherwise noted.
Sec. 426.20 Applicability; description of the sheet glass manufacturing subcategory.
The provisions of this subpart are applicable to discharges of
pollutants resulting from the process in which several mineral
ingredients (sand, soda ash, limestone, dolomite, cullen and other
ingredients) are mixed, melted in a furnace, and drawn vertically from a
melting tank to form sheet glass.
Sec. 426.21 Specialized definitions.
For the purpose of this subpart:
[[Page 31]]
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
(b) The term ``cullet'' shall mean any broken glass generated in the
manufacturing process.
Sec. 426.22 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT): There shall be no discharge of process waste
water pollutants to navigable waters.
[60 FR 33958, June 29, 1995]
Sec. 426.23 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties which may be discharged by a point
source subject to the provisions of this subpart after application of
the best available technology economically achievable: There shall be no
discharge of process waste water pollutants to navigable waters.
Sec. 426.24 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 6444, Feb. 11, 1975, as amended at 60 FR 33958, June 29, 1995]
Sec. 426.25 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties which may be discharged by
a new source subject to the provisions of this subpart: There shall be
no discharge of process waste water pollutants to navigable waters.
Sec. 426.26 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33958, June 29, 1995]
Sec. 426.27 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
The following limitations establish the quantity or quality of
pollutants or pollutant properties, which may be discharged by a point
source subject to the provisions of this subpart after application of
the best conventional pollutant control technology: There shall be no
discharge of process waste water pollutants to navigable waters.
[44 FR 50746, Aug. 29, 1979]
Subpart C--Rolled Glass Manufacturing Subcategory
Source: 39 FR 5714, Feb. 14, 1974, unless otherwise noted.
Sec. 426.30 Applicability; description of the rolled glass manufacturing subcategory.
The provisions of this subpart are applicable to discharges of
pollutants resulting from the process in which several mineral
ingredients (sand, soda ash, limestone, dolomite, cullet, and other
ingredients) are mixed, melted in a furnace, and cooled by rollers to
form rolled glass.
Sec. 426.31 Specialized definitions.
For the purpose of this subpart:
[[Page 32]]
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
(b) The term ``cullet'' shall mean any broken glass generated in the
manufacturing process.
Sec. 426.32 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT): There shall be no discharge of process waste
water pollutants to navigable waters.
[60 FR 33958, June 29, 1995]
Sec. 426.33 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties which may be discharged by a point
source subject to the provisions of this subpart after application of
the best available technology economically achievable: There shall be no
discharge of process waste water pollutants to navigable waters.
Sec. 426.34 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 6444, Feb. 11, 1975, as amended at 60 FR 33958, June 29, 1995]
Sec. 426.35 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties which may be discharged by
a new source subject to the provisions of this subpart: There shall be
no discharge of process waste water pollutants to navigable waters.
Sec. 426.36 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33958, June 29, 1995]
Sec. 426.37 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
The following limitations establish the quantity or quality of
pollutants or pollutant properties, which may be discharged by a point
source subject to the provisions of this subpart after application of
the best conventional pollutant control technology: There shall be no
discharge of process waste water pollutants to navigable waters.
[44 FR 50746, Aug. 29, 1979]
Subpart D--Plate Glass Manufacturing Subcategory
Source: 39 FR 5714, Feb. 14, 1974, unless otherwise noted.
Sec. 426.40 Applicability; description of the plate glass manufacturing subcategory.
The provisions of this subpart are applicable to discharges of
pollutants resulting from the process in which several mineral
ingredients (sand, soda ash, limestone, dolomite, cullet and other
ingredients) are melted in a furnace, pressed between rollers, and
finally ground and polished to form plate glass.
[[Page 33]]
Sec. 426.41 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
(b) The term ``cullet'' shall mean any broken glass generated in the
manufacturing process.
Sec. 426.42 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kg/kkg of
product)
-----------------------------
TSS....................................... 2.76 .138
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 5.52 2.76
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 5714, Feb. 14, 1974, as amended at 60 FR 33958, June 29, 1995]
Sec. 426.43 [Reserved]
Sec. 426.44 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 6444, Feb. 11, 1975, as amended at 60 FR 33958, June 29, 1995]
Sec. 426.45 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties which may be discharged by
a new source subject to the provisions of this subpart: There shall be
no discharge of process waste water pollutants to navigable waters.
Sec. 426.46 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33958, June 29, 1995]
Sec. 426.47 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology (BCT).
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.42 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart E--Float Glass Manufacturing Subcategory
Source: 39 FR 5714, Feb. 14, 1974, unless otherwise noted.
[[Page 34]]
Sec. 426.50 Applicability; description of the float glass manufacturing subcategory.
The provisions of this subpart are applicable to discharges of
pollutants resulting from the process in which several mineral
ingredients (sand, soda ash, limestone, dolomite, cullet, and other
ingredients) are mixed, melted in a furnace, and floated on a molten tin
bath to produce float glass.
Sec. 426.51 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
Sec. 426.52 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (q/kkg of
product)
-----------------------------
TSS....................................... 2.00 2.00
Oil....................................... 1.40 1.40
Phosphorus................................ 0.05 .05
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 0.0040 0.0040
Oil....................................... 0.0028 .0028
Phosphorus................................ 0.0001 .0001
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 5714, Feb. 14, 1974, as amended at 60 FR 33958, June 29, 1995]
Sec. 426.53 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties, controlled by this section, which
may be discharged by a point source subject to the provisions of this
subpart after application of the best available technology economically
achievable:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kg of
product)
-----------------------------
Phosphorus................................ 0.05 .05
-----------------------------
English units (lb/ton of
product)
-----------------------------
Phosphorus................................ 0.0001 .0001
------------------------------------------------------------------------
[39 FR 5714, Feb. 14, 1974, as amended at 44 FR 50746, Aug. 29, 1979]
Sec. 426.54 [Reserved]
Sec. 426.55 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties, controlled by this
section, which may be discharged by a new source subject to the
provisions of this subpart:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
product)
-----------------------------
TSS....................................... 0.70 0.70
Oil....................................... 1.40 1 .40
Phosphorus................................ 0.05 .05
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 0.0014 0.0014
Oil....................................... 0.0028 .0028
Phosphorus................................ 0.0001 .0001
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[[Page 35]]
Sec. 426.56 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33958, June 29, 1995]
Sec. 426.57 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.52 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart F--Automotive Glass Tempering Subcategory
Source: 39 FR 5714, Feb. 14, 1974, unless otherwise noted.
Sec. 426.60 Applicability; description of the automotive glass tempering subcategory.
The provisions of this subpart are applicable to discharges of
pollutants resulting from the processes in which glass is cut and then
passed through a series of processes that grind and polish the edges,
bend the glass, and then temper the glass to produce side and back
windows for automobiles.
Sec. 426.61 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
(b) The term ``tempering'' shall mean the process whereby glass is
heated near the melting point and then rapidly cooled to increase its
mechanical and thermal endurance.
Sec. 426.62 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (q/sq m of
product)
-----------------------------
TSS....................................... 1.95 1.22
Oil....................................... 0.64 .64
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,060 sq
ft of product)
-----------------------------
TSS....................................... 0.40 0.25
Oil....................................... 0.13 .13
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 5714, Feb. 14, 1974, as amended at 60 FR 33959, June 29, 1995]
Sec. 426.63 [Reserved]
Sec. 426.64 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
Oil....................................... Do.
TSS....................................... Do.
------------------------------------------------------------------------
[[Page 36]]
[40 FR 6444, Feb. 11, 1975, as amended at 60 FR 33959, June 29, 1995]
Sec. 426.65 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties, controlled by this
section, which may be discharged by a new source subject to the
provisions of this subpart:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (q/sq m of
product)
-----------------------------
TSS....................................... 0.24 0.24
Oil....................................... 0.49 .49
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 sq
ft of product)
-----------------------------
TSS....................................... 0.05 0.05
Oil....................................... 0.10 .10
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 426.66 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33959, June 29, 1995]
Sec. 426.67 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.62 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart G--Automotive Glass Laminating Subcategory
Source: 39 FR 5714, Feb. 14, 1974, unless otherwise noted.
Sec. 426.70 Applicability; description of the automotive glass laminating subcategory.
The provisions of this subpart are applicable to discharges of
pollutants resulting from the processes which laminate a plastic sheet
between two layers of glass, and which prepare the glass for lamination
such as cutting, bending and washing, to produce automobile windshields.
Sec. 426.71 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
Sec. 426.72 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (q/sq m of
product)
-----------------------------
TSS....................................... 4.40 4.40
Oil....................................... 1.76 1.76
Phosphorus................................ 1.07 1.07
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 sq
ft of product)
-----------------------------
TSS....................................... 0.90 0.90
Oil....................................... 0.36 .36
Phosphorus................................ 0.22 .22
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[[Page 37]]
[39 FR 5714, Feb. 14, 1974, as amended at 60 FR 33959, June 29, 1995]
Sec. 426.73 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties, controlled by this section, which
may be discharged by a point source subject to the provisions of this
subpart after application of the best available technology economically
achievable:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (q/sq m of
products)
-----------------------------
Phosphorus................................ 0.30 .30
-----------------------------
English units (lb/1,000 sq
ft of product)
-----------------------------
Phosphorus................................ 0.06 .06
------------------------------------------------------------------------
[39 FR 5714, Feb. 14, 1974, as amended at 44 FR 50746, Aug. 29, 1979]
Sec. 426.74 [Reserved]
Sec. 426.75 Standards of performance for new sources.
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 point source subject to the
provisions of this subpart:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (q/sq m of
product)
-----------------------------
TSS....................................... 0.88 0.88
Oil....................................... 1.76 1.76
Phosphorus................................ 0.30 .30
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of product)
-----------------------------
TSS....................................... 0.18 0.18
Oil....................................... 0.36 .36
Phosphorus................................ 0.06 .06
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 426.76 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33959, June 29, 1995]
Sec. 426.77 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.72 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart H--Glass Container Manufacturing Subcategory
Source: 40 FR 2956, Jan. 16, 1975, unless otherwise noted.
[[Page 38]]
Sec. 426.80 Applicability; description of the glass container manufacturing subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process by which raw materials are melted in a
furnace and mechanically processed into glass containers.
Sec. 426.81 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in part 401 of this chapter shall
apply to this subpart.
(b) The term ``furnace pull'' shall mean that amount of glass drawn
from the glass furnace or furnaces.
(c) The term ``oil'' shall mean those components of a waste water
amenable to measurement by the technique or techniques described in the
most recent addition of ``Standard Methods'' for the analysis of grease
in polluted waters, waste waters, and effluents, such as ``Standard
Methods,'' 13th Edition, 2nd Printing, page 407.
Sec. 426.82 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil....................................... 60.0 30.0
TSS....................................... 140.0 70.0
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil....................................... 0.06 0.03
TSS....................................... 0.14 0.07
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[40 FR 2956, Jan. 16, 1975, as amended at 60 FR 33959, June 29, 1995]
Secs. 426.83--426.84 [Reserved]
Sec. 426.85 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties, controlled by this
section, which may be discharged by a new source subject to the
provisions of this subpart:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil....................................... 1.6 0.8
TSS....................................... 1.6 0.8
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil....................................... 0.0016 0.0008
TSS....................................... 0.0016 0.0008
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 426.86 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the
[[Page 39]]
following pretreatment standard establishes the quantity or quality of
pollutants or pollutant properties controlled by this section which may
be discharged to a publicly owned treatment works by a new point source
subject to the provisions of this subpart. Because of the recognition
that animal and vegetable oils can be adequately removed in a publicly
owned treatment works, whereas mineral oil may not be readily removed
and may pass through untreated, two separate limitations are
established.
------------------------------------------------------------------------
Pretreatment standards
-----------------------------
Average of daily
Pollutant or pollutant property Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil (animal and vegetable)................ (\1\) (\1\)
Oil (mineral)............................. 60.0 30.0
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil (animal and vegetable)................ (\1\) (\1\)
Oil (mineral)............................. 0.06 0.03
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\No limitation.
[40 FR 2956, Jan. 16, 1975, as amended at 60 FR 33959, June 29, 1995]
Sec. 426.87 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.82 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart I--Machine Pressed and Blown Glass Manufacturing Subcategory
[Reserved]
Subpart J--Glass Tubing (Danner) Manufacturing Subcategory
Source: 40 FR 2957, Jan. 16, 1975, unless otherwise noted.
Sec. 426.100 Applicability; description of the glass tubing (Danner) manufacturing subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process by which raw materials are melted in a
furnace and glass tubing mechanically drawn from the furnace
horizontally by means of the Danner process, which requires the
intermittent quenching of cullet.
Sec. 426.101 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in part 401 of this chapter shall
apply to this subpart.
(b) The term ``furnace pull'' shall mean that amount of glass drawn
from the glass furnace or furnaces.
(c) The term ``cullet'' shall mean any excess glass generated in the
manufacturing process.
Sec. 426.102 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
[[Page 40]]
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
TSS....................................... 460.0 230.0
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
TSS....................................... 0.46 0.23
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[40 FR 2957, Jan. 16, 1975, as amended at 60 FR 33959, June 29, 1995]
Secs. 426.103--426.104 [Reserved]
Sec. 426.105 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties, controlled by this
section, which may be discharged by a new source subject to the
provisions of this subpart:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
TSS....................................... 0.4 0.2
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
TSS....................................... 0.0004 0.0002
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 426.106 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a new point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 2957, Jan. 16, 1975, as amended at 60 FR 33959, June 29, 1995]
Sec. 426.107 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.102 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart K--Television Picture Tube Envelope Manufacturing Subcategory
Source: 40 FR 2957, Jan. 16, 1975, unless otherwise noted.
Sec. 426.110 Applicability; description of the television picture tube envelope manufacturing subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process by which raw materials are melted in a
furnace and processed into television picture tube envelopes.
Sec. 426.111 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in part 401 of this chapter shall
apply to this subpart.
(b) The term ``furnace pull'' shall mean that amount of glass drawn
from the glass furnace or furnaces.
(c) The term ``oil'' shall mean those components of a waste water
amenable
[[Page 41]]
to measurement by the technique or techniques described in the most
recent addition of ``Standard Methods'' for the analysis of grease in
polluted waters, waste waters, and effluents, such as ``Standard
Methods,'' 13th Edition, 2nd Printing, page 407.
Sec. 426.112 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT). (The fluoride and lead limitations are
applicable to the abrasive polishing and acid polishing waste water
streams while the TSS, oil, and pH limitations are applicable to the
entire process waste water stream):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil....................................... 260.0 130.0
TSS....................................... 300.0 150.0
Fluoride.................................. 140.0 70.0
Lead...................................... 39.0 4.5
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil....................................... 0.26 0.13
TSS....................................... 0.30 0.15
Fluoride.................................. 0.14 0.07
Lead...................................... 0.009 0.0045
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[40 FR 2957, Jan. 16, 1975, as amended at 60 FR 33959, June 29, 1995]
Sec. 426.113 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties, controlled by this section, which
may be discharged by a point source subject to the provisions of this
subpart after application of the best available technology economically
achievable. These limitations are applicable to the abrasive polishing
and acid polishing waste water streams.
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Fluoride.................................. 120.0 60.0
Lead...................................... 0.9 0.45
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Fluoride.................................. 0.12 0.06
Lead...................................... 0.0009 0.00045
------------------------------------------------------------------------
[44 FR 50747, Aug. 29, 1979]
Sec. 426.114 [Reserved]
Sec. 426.115 Standards of performance for new sources.
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 (the fluoride and lead limitations are
applicable to the abrasive polishing and acid polishing waste water
streams while the TSS, oil, and pH limitations are applicable to the
entire process waste water stream):
[[Page 42]]
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil....................................... 260.0 130.0
TSS....................................... 260.0 130.0
Fluoride.................................. 120.0 60.0
Lead...................................... 30.9 0.45
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil....................................... 0.26 0.13
TSS....................................... 0.26 0.13
Fluoride.................................. 0.12 0.06
Lead...................................... 0.0009 0.00045
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 426.116 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a new point source subject to the
provisions of this subpart. Because of the recognition that animal and
vegetable oils can be adequately removed in a publicly owned treatment
works, whereas mineral oil may not be readily removed and may pass
through untreated, two separate limitations are established.
------------------------------------------------------------------------
Pretreatment standards
-----------------------------
Average of daily
Pollutant or pollutant property Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil (animal and vegetable)................ (\1\) (\1\)
Oil (mineral)............................. 260.0 130.0
TSS....................................... (\1\) (\1\)
Fluoride.................................. 120.0 60.0
Lead...................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil (animal and vegetable)................ (\1\) (\1\)
Oil....................................... 0.26 0.13
TSS....................................... (\1\) (\1\)
Fluoride.................................. 0.12 0.06
Lead...................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\No limitation.
[40 FR 2957, Jan. 16, 1975, as amended at 60 FR 33959, June 29, 1995]
Sec. 426.117 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.112 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart L--Incandescent Lamp Envelope Manufacturing Subcategory
Source: 40 FR 2959, Jan. 16, 1975, unless otherwise noted.
Sec. 426.120 Applicability; description of the incandescent lamp envelope manufacturing subcategory.
The provisions of this subpart are applicable to discharges
resulting from
[[Page 43]]
the processes by which (a) raw materials are melted in a furnace and
mechanically processed into incandescent lamp envelopes or (b)
incandescent lamp envelopes are etched with hydrofluoric acid to produce
frosted envelopes.
Sec. 426.121 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in part 401 of this chapter shall
apply to this subpart.
(b) The term ``furnace pull'' shall mean that amount of glass drawn
from the glass furnace or furnaces.
(c) The term ``oil'' shall mean those components of a waste water
amenable to measurement by the technique or techniques described in the
most recent addition of ``Standard Methods'' for the analysis of grease
in polluted waters, waste waters, and effluents, such as ``Standard
Methods,'' 13th Edition, 2nd Printing, page 407.
(d) The term ``product frosted'' shall mean that portion of the
``furnace pull'' associated with the fraction of finished incandescent
lamp envelopes which is frosted; this quantity shall be calculated by
multiplying ``furnace pull'' by the fraction of finished incandescent
lamp envelopes which is frosted.
Sec. 426.122 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
(a) Any manufacturing plant which produces incandescent lamp
envelopes shall meet the following limitations with regard to the
forming operations.
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil....................................... 230.0 115.0
TSS....................................... 230.0 115.0
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil....................................... 0.23 0.115
TSS....................................... 0.23 0.115
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
(b) Any manufacturing plant which frosts incandescent lamp envelopes
shall meet the following limitations with regard to the finishing
operations.
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
product frosted)
-----------------------------
Fluoride.................................. 230.0 115.0
Ammonia................................... (\1\) (\1\)
TSS....................................... 460.0 230.0
pH........................................ (\2\) (\2\)
-----------------------------
English units (lb/1000 lb of
product frosted)
-----------------------------
Fluoride.................................. 0.23 0.115
Ammonia................................... (\1\) (\1\)
TSS....................................... 0.46 0.23
pH........................................ (\2\) (\2\)
------------------------------------------------------------------------
\1\No limitation.
\2\Within the range 6.0 to 9.0.
[40 FR 2959, Jan. 16, 1975, as amended at 60 FR 33960, June 29, 1995]
Sec. 426.123 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
Except as provided in Secs. 125.30 through 125.32, the following
limitations establish the quantity or quality of pollutants or pollutant
properties, controlled by this section, which may be discharged by a
point source subject
[[Page 44]]
to the provisions of this subpart after application of the best
available technology economically achievable:
(a) [Reserved]
(b) Any manufacturing plant which frosts incandescent lamp envelopes
shall meet the following limitations with regard to the finishing
operations.
------------------------------------------------------------------------
Effluent limitations
-------------------------
Average of
daily
values for
Effluent characteristic Maximum for 30
any 1 day consecutive
days shall
not exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
product frosted)
-------------------------
Fluoride...................................... 104.0 52.0
Ammonia....................................... 240.0 120.0
-------------------------
English units (lb/1,000
lb of product frosted)
-------------------------
Fluoride...................................... 0.104 0.052
Ammonia....................................... 0.24 0.12
------------------------------------------------------------------------
[51 FR 25001, July 9, 1986]
Sec. 426.124 [Reserved]
Sec. 426.125 Standards of performance for new sources.
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:
(a) Any manufacturing plant which produces incandescent lamp
envelopes shall meet the following limitations with regard to the
forming operations.
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil....................................... 90.0 45.0
TSS....................................... 90.0 45.0
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil....................................... 0.09 0.045
TSS....................................... 0.09 0.045
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
(b) Any manufacturing plant which frosts incandescent lamp envelopes
shall meet the following limitations with regard to the finishing
operations.
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
product frosted)
-----------------------------
Fluoride.................................. 104.0 52.0
Ammonia................................... 240.0 120.0
TSS....................................... 80.0 40.0
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of product frosted)
-----------------------------
Fluoride.................................. 0.104 0.052
Ammonia................................... 0.24 0.12
TSS....................................... 0.08 0.04
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 426.126 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a new point source subject to the
provisions of this subpart. Because of the recognition that animal and
vegetable oils can be adequately removed
[[Page 45]]
in a publicly owned treatment works, whereas mineral oil may not be
readily removed and may pass through untreated, two separate limitations
are established.
------------------------------------------------------------------------
Pretreatment standards
-----------------------------
Average of daily
Pollutant or pollutant property Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (g/kkg of
furnace pull)
-----------------------------
Oil (animal and vegetable)................ (\1\) (\1\)
Oil (mineral)............................. 230.0 115.0
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of furnace pull)
-----------------------------
Oil (animal and vegetable)................ (\1\) (\1\)
Oil (mineral)............................. 0.23 0.115
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
-----------------------------
Metric units (g/kkg of
product frosted)
-----------------------------
Fluoride.................................. 104.0 52.0
Ammonia................................... (\1\) (\1\)
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/1,000 lb
of product frosted)
-----------------------------
Fluoride.................................. 0.104 0.052
Ammonia................................... (\1\) (\1\)
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\No limitation.
[40 FR 2959, Jan. 16, 1975, as amended at 60 FR 33960, June 29, 1995]
Sec. 426.127 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best conventional pollutant
control technology.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best conventional pollutant control
technology (BCT): The limitations shall be the same as those specified
for conventional pollutants (which are defined in Sec. 401.16) in
Sec. 426.122 of this subpart for the best practicable control technology
currently available (BPT).
[51 FR 25000, July 9, 1986]
Subpart M--Hand Pressed and Blown Glass Manufacturing Subcategory
Source: 40 FR 2960, Jan. 16, 1975, unless otherwise noted.
Sec. 426.130 Applicability; description of the hand pressed and blown glass manufacturing subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process by which raw materials are melted in a
furnace and processed by hand into pressed or blown glassware. This
includes those plants which:
(a) Produce leaded glass and employ hydrofluoric acid finishing
techniques,
(b) Produce non-leaded glass and employ hydrofluoric acid finishing
techniques, or
(c) Produce leaded or non-leaded glass and do not employ
hydrofluoric acid finishing techniques.
Sec. 426.131 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in part 401 of this chapter shall
apply to this subpart.
Sec. 426.132 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
(a) Any plant which melts raw materials, produces hand pressed or
blown leaded glassware, employs hydrofluoric acid finishing techniques,
and discharges greater than 50 gallons per day of process waste water,
shall meet the following limitations.
[[Page 46]]
------------------------------------------------------------------------
Effluent characteristic Effluent limitations
------------------------------------------------------------------------
Lead...................................... No limitation.
Fluoride.................................. Do.
TSS....................................... Do.
pH........................................ Do.
------------------------------------------------------------------------
(b) Any plant which melts raw materials, produces non-leaded hand
pressed or blown glassware, discharges greater than 50 gallons per day
of process waste water, and employs hydrofluoric acid finishing
techniques shall meet the following limitations.
------------------------------------------------------------------------
Effluent characteristic Effluent limitations
------------------------------------------------------------------------
Fluoride.................................. No limitation.
TSS....................................... Do.
pH........................................ Do.
------------------------------------------------------------------------
(c) Any plant which melts raw materials, produces leaded or non-
leaded hand pressed or blown glassware, discharges greater than 50
gallons per day of process waste water, and does not employ hydrofluoric
acid finishing techniques shall meet the following limitations.
------------------------------------------------------------------------
Effluent characteristic Effluent limitations
------------------------------------------------------------------------
TSS....................................... No limitation.
pH........................................ Do.
------------------------------------------------------------------------
[40 FR 2960, Jan. 16, 1975, as amended at 60 FR 33960, June 29, 1995]
Sec. 426.133 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties, controlled by this section, which
may be discharged by a point source subject to the provisions of this
subpart after application of the best available technology economically
achievable:
(a) Any plant which melts raw materials, produces hand pressed or
blown leaded glassware, discharges greater than 50 gallons per day of
process waste water, and employs hydrofluoric acid finishing techniques
shall meet the following limitations.
------------------------------------------------------------------------
Effluent limitations (mg/l)
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Lead...................................... 0.2 0.1
Fluoride.................................. 26.0 13.0
------------------------------------------------------------------------
(b) Any plant which melts raw materials, produces non-leaded hand
pressed or blown glassware, discharges greater than 50 gallons per day
of process waste water, and employs hydrofluoric acid finishing
techniques shall meet the following limitations.
------------------------------------------------------------------------
Effluent limitations (mg/l)
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Fluoride.................................. 26.0 13.0
------------------------------------------------------------------------
[44 FR 50747, Aug. 29, 1979, as amended at 51 FR 25001, July 9, 1986]
Sec. 426.134 [Reserved]
Sec. 426.135 Standards of performance for new sources.
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:
(a) Any plant which melts raw materials, produces hand pressed or
blown leaded glassware, discharges greater than 50 gallons per day of
process waste water, and employs hydrofluoric acid finishing techniques
shall meet the following limitations.
------------------------------------------------------------------------
Effluent limitations (mg/l)
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Lead...................................... 0.2 0.1
Fluoride.................................. 26.0 13.0
TSS....................................... 20.0 10.0
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
(b) Any plant which melts raw materials, produces non-leaded hand
pressed or blown glassware, discharges greater than 50 gallons per day
of process
[[Page 47]]
waste water, and employs hydrofluoric acid finishing techniques shall
meet the following limitations.
------------------------------------------------------------------------
Effluent limitations (mg/l)
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Fluoride.................................. 26.0 13.0
TSS....................................... 20.0 10.0
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
(c) Any plant which melts raw materials, produces leaded or non-
leaded hand pressed or blown glassware, discharges greater than 50
gallons per day of process waste water, and does not employ hydrofluoric
acid finishing techniques shall meet the following limitations.
------------------------------------------------------------------------
Effluent limitations (mg/l)
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
TSS....................................... 20.0 10.0
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 426.136 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a new point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pretreatment standards (mg/
l)
-----------------------------
Average of daily
Pollutant or pollutant property Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
(a):
Fluoride.................................. 26.0 13.0
Lead...................................... (\1\) (\1\)
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
(b):
Fluoride.................................. 26.0 13.0
Lead...................................... (\1\) (\1\)
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
(c):
TSS....................................... (\1\) (\1\)
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\No limitation.
[40 FR 2960, Jan. 16, 1975, as amended at 60 FR 33960, June 29, 1995]
Sec. 426.137 [Reserved]
PART 427--ASBESTOS MANUFACTURING POINT SOURCE CATEGORY--Table of Contents
Subpart A--Asbestos-Cement Pipe Subcategory
Sec.
427.10 Applicability; description of the asbestos-cement pipe
subcategory.
427.11 Specialized definitions.
427.12 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.13 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.14 Pretreatment standards for existing sources.
427.15 Standards of performance for new sources.
427.16 Pretreatment standards for new sources.
Subpart B--Asbestos-Cement Sheet Subcategory
427.20 Applicability; description of the asbestos-cement sheet
subcategory.
427.21 Specialized definitions.
427.22 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
[[Page 48]]
427.23 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.24 Pretreatment standards for existing sources.
427.25 Standards of performance for new sources.
427.26 Pretreatment standards for new sources.
Subpart C--Asbestos Paper (Starch Binder) Subcategory
427.30 Applicability: description of the asbestos paper (starch binder)
subcategory.
427.31 Specialized definitions.
427.32 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.33 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.34 Pretreatment standards for existing sources.
427.35 Standards of performance for new sources.
427.36 Pretreatment standards for new sources.
Subpart D--Asbestos Paper (Elastomeric Binder) Subcategory
427.40 Applicability; description of the asbestos paper (elastomeric
binder) subcategory.
427.41 Specialized definitions.
427.42 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.43 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.44 Pretreatment standards for existing sources.
427.45 Standards of performance for new sources.
427.46 Pretreatment standards for new sources.
Subpart E--Asbestos Millboard Subcategory
427.50 Applicability; description of the asbestos millboard
subcategory.
427.51 Specialized definitions.
427.52 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.53 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.54 Pretreatment standards for existing sources.
427.55 Standards of performance for new sources.
427.56 Pretreatment standards for new sources.
Subpart F--Asbestos Roofing Subcategory
427.60 Applicability; description of the asbestos roofing subcategory.
427.61 Specialized definitions.
427.62 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.63 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.64 Pretreatment standards for existing sources.
427.65 Standards of performance for new sources.
427.66 Pretreatment standards for new sources.
Subpart G--Asbestos Floor Tile Subcategory
427.70 Applicability; description of the asbestos floor tile
subcategory.
427.71 Specialized definitions.
427.72 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.73 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.74 Pretreatment standards for existing sources.
427.75 Standards of performance for new sources.
427.76 Pretreatment standards for new sources.
[[Page 49]]
Subpart H--Coating or Finishing of Asbestos Textiles Subcategory
427.80 Applicability; description of the coating or finishing of
asbestos textiles subcategory.
427.81 Specialized definitions.
427.82 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.83 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.84 [Reserved]
427.85 Standards of performance for new sources.
427.86 Pretreatment standards for new sources.
Subpart I--Solvent Recovery Subcategory
427.90 Applicability; description of the solvent recovery subcategory.
427.91 Specialized definitions.
427.92 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.93 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.94 [Reserved]
427.95 Standards of performance for new sources.
427.96 Pretreatment standards for new sources.
427.97 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
conventional pollutant control technology.
Subpart J--Vapor Absorption Subcategory
427.100 Applicability; description of the vapor absorption subcategory.
427.101 Specialized definitions.
427.102 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.103 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.104 [Reserved]
427.105 Standards of performance for new sources.
427.106 Pretreatment standards for new sources.
Subpart K--Wet Dust Collection Subcategory
427.110 Applicability; description of the wet dust collection
subcategory.
427.111 Specialized definitions.
427.112 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
practicable control technology currently available.
427.113 Effluent limitations guidelines representing the degree of
effluent reduction attainable by the application of the best
available technology economically achievable.
427.114 [Reserved]
427.115 Standards of performance for new sources.
427.116 Pretreatment standards for new sources.
Authority: Secs. 301, 304 (b) and (c), 306 (b) and (c), 307(c),
Federal Water Pollution Control Act, as amended; 33 U.S.C. 1251, 1311,
1314 (b) and (c), 1316 (b) and (c), 1317(c); 86 Stat. 816 et seq.; Pub.
L. 92-500.
Source: 39 FR 7527, Feb. 26, 1974, unless otherwise noted.
Subpart A--Asbestos-Cement Pipe Subcategory
Sec. 427.10 Applicability; description of the asbestos-cement pipe subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process in which asbestos. Portland cement, silica
and other ingredients are used in the manufacturing of asbestos-cement
pipe.
Sec. 427.11 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
Sec. 427.12 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall
[[Page 50]]
achieve the following effluent limitations representing the degree of
effluent reduction attainable by the application of the best practicable
control technology currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kg/kkg of
product)
-----------------------------
TSS....................................... 0.57 0.19
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 1.14 0.38
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 7527, Feb. 26, 1974, as amended at 60 FR 33960, June 29, 1995]
Sec. 427.13 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutants properties which may be discharged by a point
source subject to the provisions of this subpart after application of
the best available technology economically achievable: There shall be no
discharge of process waste water pollutants to navigable waters.
Sec. 427.14 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 6444, Feb. 11, 1975, as amended at 60 FR 33960, June 29, 1995]
Sec. 427.15 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties, controlled by this
section, which may be discharged by a new source subject to the
provisions of this subpart:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kg/kkg of
product)
-----------------------------
TSS....................................... 0.57 0.19
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 1.14 0.38
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 427.16 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33960, June 29, 1995]
Subpart B--Asbestos-Cement Sheet Subcategory
Sec. 427.20 Applicability; description of the asbestos-cement sheet subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process in which asbestos, Portland cement, silica,
and other ingredients are used in the manufacturing of asbestos-cement
sheets. Discharges resulting from manufacture of asbestos-cement sheet
laboratory tops are specifically excluded from the provisions of this
subpart.
Sec. 427.21 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and
[[Page 51]]
methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
Sec. 427.22 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kg/kkg of
product)
-----------------------------
TSS....................................... 0.68 0.23
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 1.35 0.45
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 7527, Feb. 26, 1974, as amended at 60 FR 33960, June 29, 1995]
Sec. 427.23 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties which may be discharged by a point
source subject to the provisions of this subpart after application of
the best available technology economically achievable: There shall be no
discharge of process waste water pollutants to navigable waters.
Sec. 427.24 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 6444, Feb. 11, 1975, as amended at 60 FR 33960, June 29, 1995]
Sec. 427.25 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties which may be discharged by
a new source subject to the provisions of this subpart: There shall be
no discharge of process waste waters pollutants to navigable waters.
Sec. 427.26 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33960, June 29, 1995]
Subpart C--Asbestos Paper (Starch Binder) Subcategory
Sec. 427.30 Applicability; description of the asbestos paper (starch binder) subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process in which asbestos, starch binders and other
ingredients are used in the manufacture of asbestos paper (starch
binder).
Sec. 427.31 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
[[Page 52]]
Sec. 427.32 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall achieve the following
effluent limitations representing the degree of effluent reduction
attainable by the application of the best practicable control technology
currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kg/kkg of
product)
-----------------------------
TSS....................................... 0.55 0.35
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 1.10 0.70
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 7527, Feb. 26, 1974, as amended at 60 FR 33961, June 29, 1995]
Sec. 427.33 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties which may be discharged by point
source subject to the provisions of this subpart after application of
the best available technology economically achievable: There shall be no
discharge of process waste water pollutants to navigable waters.
Sec. 427.34 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 6445, Feb. 11, 1975, as amended at 60 FR 33961, June 29, 1995]
Sec. 427.35 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties which may be discharged by
a new source subject to the provisions of this subpart: There shall be
no discharge of process waste water pollutants to navigable waters.
Sec. 427.36 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33961, June 29, 1995]
Subpart D--Asbestos Paper (Elastomeric Binder) Subcategory
Sec. 427.40 Applicability; description of the asbestos paper (elastomeric binder) subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process in which asbestos, elastomeric binder, and
other ingredients are used in the manufacture of asbestos paper
(elastomeric binder).
Sec. 427.41 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
Sec. 427.42 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best practicable control
technology currently available.
Except as provided in Secs. 125.30 through 125.32, any existing
point source subject to this subpart shall
[[Page 53]]
achieve the following effluent limitations representing the degree of
effluent reduction attainable by the application of the best practicable
control technology currently available (BPT):
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kg/kkg of
product)
-----------------------------
TSS....................................... 0.55 0.35
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... 1.10 0.70
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
[39 FR 7527, Feb. 26, 1974, as amended at 60 FR 33961, June 29, 1995]
Sec. 427.43 Effluent limitations guidelines representing the degree of effluent reduction attainable by the application of the best available technology
economically achievable.
The following limitations establish the quantity or quality of
pollutants or pollutant properties which may be discharged by a point
source subject to the provisions of this subpart after application of
the best available technology economically achievable: There shall be no
discharge of process waste water pollutants to navigable waters.
Sec. 427.44 Pretreatment standards for existing sources.
Any existing source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403. In addition, the following pretreatment standard
establishes the quantity or quality of pollutants or pollutant
properties controlled by this section which may be discharged to a
publicly owned treatment works by a point source subject to the
provisions of this subpart.
------------------------------------------------------------------------
Pollutant or pollutant property Pretreatment standard
------------------------------------------------------------------------
pH........................................ No limitation.
TSS....................................... Do.
------------------------------------------------------------------------
[40 FR 6445, Feb. 11, 1975, as amended at 60 FR 33961, June 29, 1995]
Sec. 427.45 Standards of performance for new sources.
The following standards of performance establish the quantity or
quality of pollutants or pollutant properties, controlled by this
section, which may be discharged by a new source subject to the
provisions of this subpart:
------------------------------------------------------------------------
Effluent limitations
-----------------------------
Average of daily
Effluent characteristic Maximum values for 30
for any 1 consecutive days
day shall not
exceed--
------------------------------------------------------------------------
Metric units (kg/kkg of
product)
-----------------------------
TSS....................................... 0.55 0.35
pH........................................ (\1\) (\1\)
-----------------------------
English units (lb/ton of
product)
-----------------------------
TSS....................................... .110 0.70
pH........................................ (\1\) (\1\)
------------------------------------------------------------------------
\1\Within the range 6.0 to 9.0.
Sec. 427.46 Pretreatment standards for new sources.
Any new source subject to this subpart that introduces process
wastewater pollutants into a publicly owned treatment works must comply
with 40 CFR part 403.
[60 FR 33961, June 29, 1995]
Subpart E--Asbestos Millboard Subcategory
Sec. 427.50 Applicability; description of the asbestos millboard subcategory.
The provisions of this subpart are applicable to discharges
resulting from the process in which asbestos in combination with various
other materials such as cement, starch, clay, lime, and mineral wool are
used in the manufacture of asbestos millboard.
Sec. 427.51 Specialized definitions.
For the purpose of this subpart:
(a) Except as provided below, the general definitions, abbreviations
and methods of analysis set forth in 40 CFR part 401 shall apply to this
subpart.
[[Page 54]]