[Code of Federal Regulations]
[Title 40, Volume 18]
[Revised as of July 1, 2002]
From the U.S. Government Printing Office via GPO Access
[CITE: 40CFR122.21]

[Page 134-158]
 
                   TITLE 40--PROTECTION OF ENVIRONMENT
 
         CHAPTER I--ENVIRONMENTAL PROTECTION AGENCY (CONTINUED)
 
PART 122--EPA ADMINISTERED PERMIT PROGRAMS: THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM--Table of Contents
 
  Subpart B--Permit Application and Special NPDES Program Requirements
 
Sec. 122.21  Application for a permit (applicable to State programs, see Sec. 123.25).


    (a) Duty to apply. (1) Any person who discharges or proposes to 
discharge pollutants or who owns or operates a ``sludge-only facility'' 
whose sewage sludge use or disposal practice is regulated by part 503 of 
this chapter, and who does not have an effective permit, except persons 
covered by general permits under Sec. 122.28, excluded under Sec. 122.3, 
or a user of a privately owned treatment works unless the Director 
requires otherwise under Sec. 122.44(m), must submit a complete 
application to the Director in accordance with this section and part 124 
of this chapter.
    (2) Application Forms: (i) All applicants for EPA-issued permits 
must submit applications on EPA permit application forms. More than one 
application form may be required from a facility depending on the number 
and types of discharges or outfalls found there. Application forms may 
be obtained by contacting the EPA water resource center at (202) 260-
7786 or Water Resource Center, U.S. EPA, Mail Code 4100, 1200 
Pennsylvania Ave., NW., Washington, DC 20460 or at the EPA Internet site 
www.epa.gov/owm/npdes.htm. Applications for EPA-issued permits must be 
submitted as follows:

[[Page 135]]

    (A) All applicants, other than POTWs and TWTDS, must submit Form 1.
    (B) Applicants for new and existing POTWs must submit the 
information contained in paragraph (j) of this section using Form 2A or 
other form provided by the director.
    (C) Applicants for concentrated animal feeding operations or aquatic 
animal production facilities must submit Form 2B.
    (D) Applicants for existing industrial facilities (including 
manufacturing facilities, commercial facilities, mining activities, and 
silvicultural activities), must submit Form 2C.
    (E) Applicants for new industrial facilities that discharge process 
wastewater must submit Form 2D.
    (F) Applicants for new and existing industrial facilities that 
discharge only nonprocess wastewater must submit Form 2E.
    (G) Applicants for new and existing facilities whose discharge is 
composed entirely of storm water associated with industrial activity 
must submit Form 2F, unless exempted by Sec. 122.26(c)(1)(ii). If the 
discharge is composed of storm water and non-storm water, the applicant 
must also submit, Forms 2C, 2D, and/or 2E, as appropriate (in addition 
to Form 2F).
    (H) Applicants for new and existing TWTDS, subject to paragraph 
(c)(2)(i) of this section must submit the application information 
required by paragraph (q) of this section, using Form 2S or other form 
provided by the director.
    (ii) The application information required by paragraph (a)(2)(i) of 
this section may be electronically submitted if such method of submittal 
is approved by EPA or the Director.
    (iii) Applicants can obtain copies of these forms by contacting the 
Water Management Divisions (or equivalent division which contains the 
NPDES permitting function) of the EPA Regional Offices. The Regional 
Offices' addresses can be found at Sec. 1.7 of this chapter.
    (iv) Applicants for State-issued permits must use State forms which 
must require at a minimum the information listed in the appropriate 
paragraphs of this section.
    (b) Who applies? When a facility or activity is owned by one person 
but is operated by another person, it is the operator's duty to obtain a 
permit.
    (c) Time to apply. (1) Any person proposing a new discharge, shall 
submit an application at least 180 days before the date on which the 
discharge is to commence, unless permission for a later date has been 
granted by the Director. Facilities proposing a new discharge of storm 
water associated with industrial activity shall submit an application 
180 days before that facility commences industrial activity which may 
result in a discharge of storm water associated with that industrial 
activity. Facilities described under Sec. 122.26(b)(14)(x) or (b)(15)(i) 
shall submit applications at least 90 days before the date on which 
construction is to commence. Different submittal dates may be required 
under the terms of applicable general permits. Persons proposing a new 
discharge are encouraged to submit their applications well in advance of 
the 90 or 180 day requirements to avoid delay. See also paragraph (k) of 
this section and Sec. 122.26(c)(1)(i)(G) and (c)(1)(ii).
    (2) Permits under section 405(f) of CWA. All TWTDS whose sewage 
sludge use or disposal practices are regulated by part 503 of this 
chapter must submit permit applications according to the applicable 
schedule in paragraphs (c)(2)(i) or (ii) of this section.
    (i) A TWTDS with a currently effective NPDES permit must submit a 
permit application at the time of its next NPDES permit renewal 
application. Such information must be submitted in accordance with 
paragraph (d) of this section.
    (ii) Any other TWTDS not addressed under paragraph (c)(2)(i) of this 
section must submit the information listed in paragraphs (c)(2)(ii)(A) 
through (E) of this section to the Director within 1 year after 
publication of a standard applicable to its sewage sludge use or 
disposal practice(s), using Form 2S or another form provided by the 
Director. The Director will determine when such TWTDS must submit a full 
permit application.
    (A) The TWTDS's name, mailing address, location, and status as 
federal, State, private, public or other entity;
    (B) The applicant's name, address, telephone number, and ownership 
status;

[[Page 136]]

    (C) A description of the sewage sludge use or disposal practices. 
Unless the sewage sludge meets the requirements of paragraph (q)(8)(iv) 
of this section, the description must include the name and address of 
any facility where sewage sludge is sent for treatment or disposal, and 
the location of any land application sites;
    (D) Annual amount of sewage sludge generated, treated, used or 
disposed (estimated dry weight basis); and
    (E) The most recent data the TWTDS may have on the quality of the 
sewage sludge.
    (iii) Notwithstanding paragraphs (c)(2)(i) or (ii) of this section, 
the Director may require permit applications from any TWTDS at any time 
if the Director determines that a permit is necessary to protect public 
health and the environment from any potential adverse effects that may 
occur from toxic pollutants in sewage sludge.
    (iv) Any TWTDS that commences operations after promulgation of an 
applicable ``standard for sewage sludge use or disposal'' must submit an 
application to the Director at least 180 days prior to the date proposed 
for commencing operations.
    (d) Duty to reapply. (1) Any POTW with a currently effective permit 
shall submit a new application at least 180 days before the expiration 
date of the existing permit, unless permission for a later date has been 
granted by the Director. (The Director shall not grant permission for 
applications to be submitted later than the expiration date of the 
existing permit.)
    (2) All other permittees with currently effective permits shall 
submit a new application 180 days before the existing permit expires, 
except that:
    (i) The Regional Administrator may grant permission to submit an 
application later than the deadline for submission otherwise applicable, 
but no later than the permit expiration date; and
    (3)[Reserved]
    (e) Completeness. (1) The Director shall not issue a permit before 
receiving a complete application for a permit except for NPDES general 
permits. An application for a permit is complete when the Director 
receives an application form and any supplemental information which are 
completed to his or her satisfaction. The completeness of any 
application for a permit shall be judged independently of the status of 
any other permit application or permit for the same facility or 
activity. For EPA administered NPDES programs, an application which is 
reviewed under Sec. 124.3 of this chapter is complete when the Director 
receives either a complete application or the information listed in a 
notice of deficiency.
    (2) A permit application shall not be considered complete if a 
permitting authority has waived application requirements under 
paragraphs (j) or (q) of this section and EPA has disapproved the waiver 
application. If a waiver request has been submitted to EPA more than 210 
days prior to permit expiration and EPA has not disapproved the waiver 
application 181 days prior to permit expiration, the permit application 
lacking the information subject to the waiver application shall be 
considered complete.
    (f) Information requirements. All applicants for NPDES permits, 
other than POTWs and other TWTDS, must provide the following information 
to the Director, using the application form provided by the Director. 
Additional information required of applicants is set forth in paragraphs 
(g) through (k) of this section.
    (1) The activities conducted by the applicant which require it to 
obtain an NPDES permit.
    (2) Name, mailing address, and location of the facility for which 
the application is submitted.
    (3) Up to four SIC codes which best reflect the principal products 
or services provided by the facility.
    (4) The operator's name, address, telephone number, ownership 
status, and status as Federal, State, private, public, or other entity.
    (5) Whether the facility is located on Indian lands.
    (6) A listing of all permits or construction approvals received or 
applied for under any of the following programs:
    (i) Hazardous Waste Management program under RCRA.
    (ii) UIC program under SDWA.
    (iii) NPDES program under CWA.

[[Page 137]]

    (iv) Prevention of Significant Deterioration (PSD) program under the 
Clean Air Act.
    (v) Nonattainment program under the Clean Air Act.
    (vi) National Emission Standards for Hazardous Pollutants (NESHAPS) 
preconstruction approval under the Clean Air Act.
    (vii) Ocean dumping permits under the Marine Protection Research and 
Sanctuaries Act.
    (viii) Dredge or fill permits under section 404 of CWA.
    (ix) Other relevant environmental permits, including State permits.
    (7) A topographic map (or other map if a topographic map is 
unavailable) extending one mile beyond the property boundaries of the 
source, depicting the facility and each of its intake and discharge 
structures; each of its hazardous waste treatment, storage, or disposal 
facilities; each well where fluids from the facility are injected 
underground; and those wells, springs, other surface water bodies, and 
drinking water wells listed in public records or otherwise known to the 
applicant in the map area.
    (8) A brief description of the nature of the business.
    (g) Application requirements for existing manufacturing, commercial, 
mining, and silvicultural dischargers. Existing manufacturing, 
commercial mining, and silvicultural dischargers applying for NPDES 
permits, except for those facilities subject to the requirements of 
Sec. 122.21(h), shall provide the following information to the Director, 
using application forms provided by the Director.
    (1) Outfall location. The latitude and longitude to the nearest 15 
seconds and the name of the receiving water.
    (2) Line drawing. A line drawing of the water flow through the 
facility with a water balance, showing operations contributing 
wastewater to the effluent and treatment units. Similar processes, 
operations, or production areas may be indicated as a single unit, 
labeled to correspond to the more detailed identification under 
paragraph (g)(3) of this section. The water balance must show 
approximate average flows at intake and discharge points and between 
units, including treatment units. If a water balance cannot be 
determined (for example, for certain mining activities), the applicant 
may provide instead a pictorial description of the nature and amount of 
any sources of water and any collection and treatment measures.
    (3) Average flows and treatment. A narrative identification of each 
type of process, operation, or production area which contributes 
wastewater to the effluent for each outfall, including process 
wastewater, cooling water, and stormwater runoff; the average flow which 
each process contributes; and a description of the treatment the 
wastewater receives, including the ultimate disposal of any solid or 
fluid wastes other than by discharge. Processes, operations, or 
production areas may be described in general terms (for example, ``dye-
making reactor'', ``distillation tower''). For a privately owned 
treatment works, this information shall include the identity of each 
user of the treatment works. The average flow of point sources composed 
of storm water may be estimated. The basis for the rainfall event and 
the method of estimation must be indicated.
    (4) Intermittent flows. If any of the discharges described in 
paragraph (g)(3) of this section are intermittent or seasonal, a 
description of the frequency, duration and flow rate of each discharge 
occurrence (except for stormwater runoff, spillage or leaks).
    (5) Maximum production. If an effluent guideline promulgated under 
section 304 of CWA applies to the applicant and is expressed in terms of 
production (or other measure of operation), a reasonable measure of the 
applicant's actual production reported in the units used in the 
applicable effluent guideline. The reported measure must reflect the 
actual production of the facility as required by Sec. 122.45(b)(2).
    (6) Improvements. If the applicant is subject to any present 
requirements or compliance schedules for construction, upgrading or 
operation of waste treatment equipment, an identification of the 
abatement requirement, a description of the abatement project, and a 
listing of the required and projected final compliance dates.

[[Page 138]]

    (7) Effluent characteristics. (i) Information on the discharge of 
pollutants specified in this paragraph (g)(7) (except information on 
storm water discharges which is to be provided as specified in 
Sec. 122.26). When ``quantitative data'' for a pollutant are required, 
the applicant must collect a sample of effluent and analyze it for the 
pollutant in accordance with analytical methods approved under part 136 
of this chapter. When no analytical method is approved the applicant may 
use any suitable method but must provide a description of the method. 
When an applicant has two or more outfalls with substantially identical 
effluents, the Director may allow the applicant to test only one outfall 
and report that the quantitative data also apply to the substantially 
identical outfall. The requirements in paragraphs (g)(7) (vi) and (vii) 
of this section that an applicant must provide quantitative data for 
certain pollutants known or believed to be present do not apply to 
pollutants present in a discharge solely as the result of their presence 
in intake water; however, an applicant must report such pollutants as 
present. Grab samples must be used for pH, temperature, cyanide, total 
phenols, residual chlorine, oil and grease, fecal coliform and fecal 
streptococcus. For all other pollutants, 24-hour composite samples must 
be used. However, a minimum of one grab sample may be taken for 
effluents from holding ponds or other impoundments with a retention 
period greater than 24 hours. In addition, for discharges other than 
storm water discharges, the Director may waive composite sampling for 
any outfall for which the applicant demonstrates that the use of an 
automatic sampler is infeasible and that the minimum of four (4) grab 
samples will be a representative sample of the effluent being 
discharged.
    (ii) Storm water discharges. For storm water discharges, all samples 
shall be collected from the discharge resulting from a storm event that 
is greater than 0.1 inch and at least 72 hours from the previously 
measurable (greater than 0.1 inch rainfall) storm event. Where feasible, 
the variance in the duration of the event and the total rainfall of the 
event should not exceed 50 percent from the average or median rainfall 
event in that area. For all applicants, a flow-weighted composite shall 
be taken for either the entire discharge or for the first three hours of 
the discharge. The flow-weighted composite sample for a storm water 
discharge may be taken with a continuous sampler or as a combination of 
a minimum of three sample aliquots taken in each hour of discharge for 
the entire discharge or for the first three hours of the discharge, with 
each aliquot being separated by a minimum period of fifteen minutes 
(applicants submitting permit applications for storm water discharges 
under Sec. 122.26(d) may collect flow-weighted composite samples using 
different protocols with respect to the time duration between the 
collection of sample aliquots, subject to the approval of the Director). 
However, a minimum of one grab sample may be taken for storm water 
discharges from holding ponds or other impoundments with a retention 
period greater than 24 hours. For a flow-weighted composite sample, only 
one analysis of the composite of aliquots is required. For storm water 
discharge samples taken from discharges associated with industrial 
activities, quantitative data must be reported for the grab sample taken 
during the first thirty minutes (or as soon thereafter as practicable) 
of the discharge for all pollutants specified in Sec. 122.26(c)(1). For 
all storm water permit applicants taking flow-weighted composites, 
quantitative data must be reported for all pollutants specified in 
Sec. 122.26 except pH, temperature, cyanide, total phenols, residual 
chlorine, oil and grease, fecal coliform, and fecal streptococcus. The 
Director may allow or establish appropriate site-specific sampling 
procedures or requirements, including sampling locations, the season in 
which the sampling takes place, the minimum duration between the 
previous measurable storm event and the storm event sampled, the minimum 
or maximum level of precipitation required for an appropriate storm 
event, the form of precipitation sampled (snow melt or rain fall), 
protocols for collecting samples under part 136 of this chapter, and 
additional time for submitting data on a case-by-case basis. An 
applicant is expected to ``know or have reason to believe'' that

[[Page 139]]

a pollutant is present in an effluent based on an evaluation of the 
expected use, production, or storage of the pollutant, or on any 
previous analyses for the pollutant. (For example, any pesticide 
manufactured by a facility may be expected to be present in contaminated 
storm water runoff from the facility.)
    (iii) Reporting requirements. Every applicant must report 
quantitative data for every outfall for the following pollutants:

    Biochemical Oxygen Demand (BOD5)
    Chemical Oxygen Demand
    Total Organic Carbon
    Total Suspended Solids
    Ammonia (as N)
    Temperature (both winter and summer)
    pH

    (iv) The Director may waive the reporting requirements for 
individual point sources or for a particular industry category for one 
or more of the pollutants listed in paragraph (g)(7)(iii) of this 
section if the applicant has demonstrated that such a waiver is 
appropriate because information adequate to support issuance of a permit 
can be obtained with less stringent requirements.
    (v) Each applicant with processes in one or more primary industry 
category (see appendix A of this part) contributing to a discharge must 
report quantitative data for the following pollutants in each outfall 
containing process wastewater:
    (A) The organic toxic pollutants in the fractions designated in 
table I of appendix D of this part for the applicant's industrial 
category or categories unless the applicant qualifies as a small 
business under paragraph (g)(8) of this section. Table II of appendix D 
of this part lists the organic toxic pollutants in each fraction. The 
fractions result from the sample preparation required by the analytical 
procedure which uses gas chromatography/mass spectrometry. A 
determination that an applicant falls within a particular industrial 
category for the purposes of selecting fractions for testing is not 
conclusive as to the applicant's inclusion in that category for any 
other purposes. See Notes 2, 3, and 4 of this section.
    (B) The pollutants listed in table III of appendix D of this part 
(the toxic metals, cyanide, and total phenols).
    (vi)(A) Each applicant must indicate whether it knows or has reason 
to believe that any of the pollutants in table IV of appendix D of this 
part (certain conventional and nonconventional pollutants) is discharged 
from each outfall. If an applicable effluent limitations guideline 
either directly limits the pollutant or, by its express terms, 
indirectly limits the pollutant through limitations on an indicator, the 
applicant must report quantitative data. For every pollutant discharged 
which is not so limited in an effluent limitations guideline, the 
applicant must either report quantitative data or briefly describe the 
reasons the pollutant is expected to be discharged.
    (B) Each applicant must indicate whether it knows or has reason to 
believe that any of the pollutants listed in table II or table III of 
appendix D of this part (the toxic pollutants and total phenols) for 
which quantitative data are not otherwise required under paragraph 
(g)(7)(v) of this section are discharged from each outfall. For every 
pollutant expected to be discharged in concentrations of 10 ppb or 
greater the applicant must report quantitative data. For acrolein, 
acrylonitrile, 2,4 dinitrophenol, and 2-methyl-4, 6 dinitrophenol, where 
any of these four pollutants are expected to be discharged in 
concentrations of 100 ppb or greater the applicant must report 
quantitative data. For every pollutant expected to be discharged in 
concentrations less than 10 ppb, or in the case of acrolein, 
acrylonitrile, 2,4 dinitrophenol, and 2-methyl-4, 6 dinitrophenol, in 
concentrations less than 100 ppb, the applicant must either submit 
quantitative data or briefly describe the reasons the pollutant is 
expected to be discharged. An applicant qualifying as a small business 
under paragraph (g)(8) of this section is not required to analyze for 
pollutants listed in table II of appendix D of this part (the organic 
toxic pollutants).
    (vii) Each applicant must indicate whether it knows or has reason to 
believe that any of the pollutants in

[[Page 140]]

table V of appendix D of this part (certain hazardous substances and 
asbestos) are discharged from each outfall. For every pollutant expected 
to be discharged, the applicant must briefly describe the reasons the 
pollutant is expected to be discharged, and report any quantitative data 
it has for any pollutant.
    (viii) Each applicant must report qualitative data, generated using 
a screening procedure not calibrated with analytical standards, for 
2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD) if it:
    (A) Uses or manufactures 2,4,5-trichlorophenoxy acetic acid (2,4,5,-
T); 2-(2,4,5-trichlorophenoxy) propanoic acid (Silvex, 2,4,5,-TP); 2-
(2,4,5-trichlorophenoxy) ethyl, 2,2-dichloropropionate (Erbon); O,O-
dimethyl O-(2,4,5-trichlorophenyl) phosphorothioate (Ronnel); 2,4,5-
trichlorophenol (TCP); or hexachlorophene (HCP); or
    (B) Knows or has reason to believe that TCDD is or may be present in 
an effluent.
    (8) Small business exemption. An application which qualifies as a 
small business under one of the following criteria is exempt from the 
requirements in paragraph (g)(7)(v)(A) or (g)(7)(vi)(A) of this section 
to submit quantitative data for the pollutants listed in table II of 
appendix D of this part (the organic toxic pollutants):
    (i) For coal mines, a probable total annual production of less than 
100,000 tons per year.
    (ii) For all other applicants, gross total annual sales averaging 
less than $100,000 per year (in second quarter 1980 dollars).
    (9) Used or manufactured toxics. A listing of any toxic pollutant 
which the applicant currently uses or manufactures as an intermediate or 
final product or byproduct. The Director may waive or modify this 
requirement for any applicant if the applicant demonstrates that it 
would be unduly burdensome to identify each toxic pollutant and the 
Director has adequate information to issue the permit.
    (10) [Reserved]
    (11) Biological toxicity tests. An identification of any biological 
toxicity tests which the applicant knows or has reason to believe have 
been made within the last 3 years on any of the applicant's discharges 
or on a receiving water in relation to a discharge.
    (12) Contract analyses. If a contract laboratory or consulting firm 
performed any of the analyses required by paragraph (g)(7) of this 
section, the identity of each laboratory or firm and the analyses 
performed.
    (13) Additional information. In addition to the information reported 
on the application form, applicants shall provide to the Director, at 
his or her request, such other information as the Director may 
reasonably require to assess the discharges of the facility and to 
determine whether to issue an NPDES permit. The additional information 
may include additional quantitative data and bioassays to assess the 
relative toxicity of discharges to aquatic life and requirements to 
determine the cause of the toxicity.
    (h) Application requirements for manufacturing, commercial, mining 
and silvicultural facilities which discharge only non-process 
wastewater. Except for stormwater discharges, all manufacturing, 
commercial, mining and silvicultural dischargers applying for NPDES 
permits which discharge only non-process wastewater not regulated by an 
effluent limitations guideline or new source performance standard shall 
provide the following information to the Director, using application 
forms provided by the Director:
    (1) Outfall location. Outfall number, latitude and longitude to the 
nearest 15 seconds, and the name of the receiving water.
    (2) Discharge date (for new dischargers). Date of expected 
commencement of discharge.
    (3) Type of waste. An identification of the general type of waste 
discharged, or expected to be discharged upon commencement of 
operations, including sanitary wastes, restaurant or cafeteria wastes, 
or noncontact cooling water. An identification of cooling water 
additives (if any) that are used or expected to be used upon 
commencement of operations, along with their composition if existing 
composition is available.

[[Page 141]]

    (4) Effluent characteristics. (i) Quantitative data for the 
pollutants or parameters listed below, unless testing is waived by the 
Director. The quantitative data may be data collected over the past 365 
days, if they remain representative of current operations, and must 
include maximum daily value, average daily value, and number of 
measurements taken. The applicant must collect and analyze samples in 
accordance with 40 CFR part 136. Grab samples must be used for pH, 
temperature, oil and grease, total residual chlorine, and fecal 
coliform. For all other pollutants, 24-hour composite samples must be 
used. New dischargers must include estimates for the pollutants or 
parameters listed below instead of actual sampling data, along with the 
source of each estimate. All levels must be reported or estimated as 
concentration and as total mass, except for flow, pH, and temperature.
    (A) Biochemical Oxygen Demand (BOD5).
    (B) Total Suspended Solids (TSS).
    (C) Fecal Coliform (if believed present or if sanitary waste is or 
will be discharged).
    (D) Total Residual Chlorine (if chlorine is used).
    (E) Oil and Grease.
    (F) Chemical Oxygen Demand (COD) (if non-contact cooling water is or 
will be discharged).
    (G) Total Organic Carbon (TOC) (if non-contact cooling water is or 
will be discharged).
    (H) Ammonia (as N).
    (I) Discharge Flow.
    (J) pH.
    (K) Temperature (Winter and Summer).
    (ii) The Director may waive the testing and reporting requirements 
for any of the pollutants or flow listed in paragraph (h)(4)(i) of this 
section if the applicant submits a request for such a waiver before or 
with his application which demonstrates that information adequate to 
support issuance of a permit can be obtained through less stringent 
requirements.
    (iii) If the applicant is a new discharger, he must complete and 
submit Item IV of Form 2e (see Sec. 122.21(h)(4)) by providing 
quantitative data in accordance with that section no later than two 
years after commencement of discharge. However, the applicant need not 
complete those portions of Item IV requiring tests which he has already 
performed and reported under the discharge monitoring requirements of 
his NPDES permit.
    (iv) The requirements of parts i and iii of this section that an 
applicant must provide quantitative data or estimates of certain 
pollutants do not apply to pollutants present in a discharge solely as a 
result of their presence in intake water. However, an applicant must 
report such pollutants as present. Net credit may be provided for the 
presence of pollutants in intake water if the requirements of 
Sec. 122.45(g) are met.
    (5) Flow. A description of the frequency of flow and duration of any 
seasonal or intermittent discharge (except for stormwater runoff, leaks, 
or spills).
    (6) Treatment system. A brief description of any system used or to 
be used.
    (7) Optional information. Any additional information the applicant 
wishes to be considered, such as influent data for the purpose of 
obtaining ``net'' credits pursuant to Sec. 122.45(g).
    (8) Certification. Signature of certifying official under 
Sec. 122.22.
    (i) Application requirements for new and existing concentrated 
animal feeding operations and aquatic animal production facilities. New 
and existing concentrated animal feeding operations (defined in 
Sec. 122.23) and concentrated aquatic animal production facilities 
(defined in Sec. 122.24) shall provide the following information to the 
Director, using the application form provided by the Director:
    (1) For concentrated animal feeding operations:
    (i) The type and number of animals in open confinement and housed 
under roof.
    (ii) The number of acres used for confinement feeding.
    (iii) The design basis for the runoff diversion and control system, 
if one exists, including the number of acres of contributing drainage, 
the storage capacity, and the design safety factor.
    (2) For concentrated aquatic animal production facilities:
    (i) The maximum daily and average monthly flow from each outfall.

[[Page 142]]

    (ii) The number of ponds, raceways, and similar structures.
    (iii) The name of the receiving water and the source of intake 
water.
    (iv) For each species of aquatic animals, the total yearly and 
maximum harvestable weight.
    (v) The calendar month of maximum feeding and the total mass of food 
fed during that month.
    (j) Application requirements for new and existing POTWs. Unless 
otherwise indicated, all POTWs and other dischargers designated by the 
Director must provide, at a minimum, the information in this paragraph 
to the Director, using Form 2A or another application form provided by 
the Director. Permit applicants must submit all information available at 
the time of permit application. The information may be provided by 
referencing information previously submitted to the Director. The 
Director may waive any requirement of this paragraph if he or she has 
access to substantially identical information. The Director may also 
waive any requirement of this paragraph that is not of material concern 
for a specific permit, if approved by the Regional Administrator. The 
waiver request to the Regional Administrator must include the State's 
justification for the waiver. A Regional Administrator's disapproval of 
a State's proposed waiver does not constitute final Agency action, but 
does provide notice to the State and permit applicant(s) that EPA may 
object to any State-issued permit issued in the absence of the required 
information.
    (1) Basic application information. All applicants must provide the 
following information:
    (i) Facility information. Name, mailing address, and location of the 
facility for which the application is submitted;
    (ii) Applicant information. Name, mailing address, and telephone 
number of the applicant, and indication as to whether the applicant is 
the facility's owner, operator, or both;
    (iii) Existing environmental permits. Identification of all 
environmental permits or construction approvals received or applied for 
(including dates) under any of the following programs:
    (A) Hazardous Waste Management program under the Resource 
Conservation and Recovery Act (RCRA), Subpart C;
    (B) Underground Injection Control program under the Safe Drinking 
Water Act (SDWA);
    (C) NPDES program under Clean Water Act (CWA);
    (D) Prevention of Significant Deterioration (PSD) program under the 
Clean Air Act;
    (E) Nonattainment program under the Clean Air Act;
    (F) National Emission Standards for Hazardous Air Pollutants 
(NESHAPS) preconstruction approval under the Clean Air Act;
    (G) Ocean dumping permits under the Marine Protection Research and 
Sanctuaries Act;
    (H) Dredge or fill permits under section 404 of the CWA; and
    (I) Other relevant environmental permits, including State permits;
    (iv) Population. The name and population of each municipal entity 
served by the facility, including unincorporated connector districts. 
Indicate whether each municipal entity owns or maintains the collection 
system and whether the collection system is separate sanitary or 
combined storm and sanitary, if known;
    (v) Indian country. Information concerning whether the facility is 
located in Indian country and whether the facility discharges to a 
receiving stream that flows through Indian country;
    (vi) Flow rate. The facility's design flow rate (the wastewater flow 
rate the plant was built to handle), annual average daily flow rate, and 
maximum daily flow rate for each of the previous 3 years;
    (vii) Collection system. Identification of type(s) of collection 
system(s) used by the treatment works (i.e., separate sanitary sewers or 
combined storm and sanitary sewers) and an estimate of the percent of 
sewer line that each type comprises; and
    (viii) Outfalls and other discharge or disposal methods. The 
following information for outfalls to waters of the United States and 
other discharge or disposal methods:
    (A) For effluent discharges to waters of the United States, the 
total number

[[Page 143]]

and types of outfalls (e.g, treated effluent, combined sewer overflows, 
bypasses, constructed emergency overflows);
    (B) For wastewater discharged to surface impoundments:
    (1) The location of each surface impoundment;
    (2) The average daily volume discharged to each surface impoundment; 
and
    (3) Whether the discharge is continuous or intermittent;
    (C) For wastewater applied to the land:
    (1) The location of each land application site;
    (2) The size of each land application site, in acres;
    (3) The average daily volume applied to each land application site, 
in gallons per day; and
    (4) Whether land application is continuous or intermittent;
    (D) For effluent sent to another facility for treatment prior to 
discharge:
    (1) The means by which the effluent is transported;
    (2) The name, mailing address, contact person, and phone number of 
the organization transporting the discharge, if the transport is 
provided by a party other than the applicant;
    (3) The name, mailing address, contact person, phone number, and 
NPDES permit number (if any) of the receiving facility; and
    (4) The average daily flow rate from this facility into the 
receiving facility, in millions of gallons per day; and
    (E) For wastewater disposed of in a manner not included in 
paragraphs (j)(1)(viii)(A) through (D) of this section (e.g., 
underground percolation, underground injection):
    (1) A description of the disposal method, including the location and 
size of each disposal site, if applicable;
    (2) The annual average daily volume disposed of by this method, in 
gallons per day; and
    (3) Whether disposal through this method is continuous or 
intermittent;
    (2) Additional Information. All applicants with a design flow 
greater than or equal to 0.1 mgd must provide the following information:
    (i) Inflow and infiltration. The current average daily volume of 
inflow and infiltration, in gallons per day, and steps the facility is 
taking to minimize inflow and infiltration;
    (ii) Topographic map. A topographic map (or other map if a 
topographic map is unavailable) extending at least one mile beyond 
property boundaries of the treatment plant, including all unit 
processes, and showing:
    (A) Treatment plant area and unit processes;
    (B) The major pipes or other structures through which wastewater 
enters the treatment plant and the pipes or other structures through 
which treated wastewater is discharged from the treatment plant. Include 
outfalls from bypass piping, if applicable;
    (C) Each well where fluids from the treatment plant are injected 
underground;
    (D) Wells, springs, and other surface water bodies listed in public 
records or otherwise known to the applicant within \1/4\ mile of the 
treatment works' property boundaries;
    (E) Sewage sludge management facilities (including on-site 
treatment, storage, and disposal sites); and
    (F) Location at which waste classified as hazardous under RCRA 
enters the treatment plant by truck, rail, or dedicated pipe;
    (iii) Process flow diagram or schematic.
    (A) A diagram showing the processes of the treatment plant, 
including all bypass piping and all backup power sources or redundancy 
in the system. This includes a water balance showing all treatment 
units, including disinfection, and showing daily average flow rates at 
influent and discharge points, and approximate daily flow rates between 
treatment units; and
    (B) A narrative description of the diagram; and
    (iv) Scheduled improvements, schedules of implementation. The 
following information regarding scheduled improvements:
    (A) The outfall number of each outfall affected;
    (B) A narrative description of each required improvement;
    (C) Scheduled or actual dates of completion for the following:
    (1) Commencement of construction;
    (2) Completion of construction;
    (3) Commencement of discharge; and

[[Page 144]]

    (4) Attainment of operational level;
    (D) A description of permits and clearances concerning other Federal 
and/or State requirements;
    (3) Information on effluent discharges. Each applicant must provide 
the following information for each outfall, including bypass points, 
through which effluent is discharged, as applicable:
    (i) Description of outfall. The following information about each 
outfall:
    (A) Outfall number;
    (B) State, county, and city or town in which outfall is located;
    (C) Latitude and longitude, to the nearest second;
    (D) Distance from shore and depth below surface;
    (E) Average daily flow rate, in million gallons per day;
    (F) The following information for each outfall with a seasonal or 
periodic discharge:
    (1) Number of times per year the discharge occurs;
    (2) Duration of each discharge;
    (3) Flow of each discharge; and
    (4) Months in which discharge occurs; and
    (G) Whether the outfall is equipped with a diffuser and the type 
(e.g., high-rate) of diffuser used;
    (ii) Description of receiving waters. The following information (if 
known) for each outfall through which effluent is discharged to waters 
of the United States:
    (A) Name of receiving water;
    (B) Name of watershed/river/stream system and United States Soil 
Conservation Service 14-digit watershed code;
    (C) Name of State Management/River Basin and United States 
Geological Survey 8-digit hydrologic cataloging unit code; and
    (D) Critical flow of receiving stream and total hardness of 
receiving stream at critical low flow (if applicable);
    (iii) Description of treatment. The following information describing 
the treatment provided for discharges from each outfall to waters of the 
United States:
    (A) The highest level of treatment (e.g., primary, equivalent to 
secondary, secondary, advanced, other) that is provided for the 
discharge for each outfall and:
    (1) Design biochemical oxygen demand (BOD5 or 
CBOD5) removal (percent);
    (2) Design suspended solids (SS) removal (percent); and, where 
applicable,
    (3) Design phosphorus (P) removal (percent);
    (4) Design nitrogen (N) removal (percent); and
    (5) Any other removals that an advanced treatment system is designed 
to achieve.
    (B) A description of the type of disinfection used, and whether the 
treatment plant dechlorinates (if disinfection is accomplished through 
chlorination);
    (4) Effluent monitoring for specific parameters.
    (i) As provided in paragraphs (j)(4)(ii) through (x) of this 
section, all applicants must submit to the Director effluent monitoring 
information for samples taken from each outfall through which effluent 
is discharged to waters of the United States, except for CSOs. The 
Director may allow applicants to submit sampling data for only one 
outfall on a case-by-case basis, where the applicant has two or more 
outfalls with substantially identical effluent. The Director may also 
allow applicants to composite samples from one or more outfalls that 
discharge into the same mixing zone;
    (ii) All applicants must sample and analyze for the pollutants 
listed in Appendix J, Table 1A of this part;
    (iii) All applicants with a design flow greater than or equal to 0.1 
mgd must sample and analyze for the pollutants listed in Appendix J, 
Table 1 of this part. Facilities that do not use chlorine for 
disinfection, do not use chlorine elsewhere in the treatment process, 
and have no reasonable potential to discharge chlorine in their effluent 
may delete chlorine from Table 1;
    (iv) The following applicants must sample and analyze for the 
pollutants listed in Appendix J, Table 2 of this part, and for any other 
pollutants for which the State or EPA have established water quality 
standards applicable to the receiving waters:
    (A) All POTWs with a design flow rate equal to or greater than one 
million gallons per day;

[[Page 145]]

    (B) All POTWs with approved pretreatment programs or POTWs required 
to develop a pretreatment program;
    (C) Other POTWs, as required by the Director;
    (v) The Director should require sampling for additional pollutants, 
as appropriate, on a case-by-case basis;
    (vi) Applicants must provide data from a minimum of three samples 
taken within four and one-half years prior to the date of the permit 
application. Samples must be representative of the seasonal variation in 
the discharge from each outfall. Existing data may be used, if 
available, in lieu of sampling done solely for the purpose of this 
application. The Director should require additional samples, as 
appropriate, on a case-by-case basis.
    (vii) All existing data for pollutants specified in paragraphs 
(j)(4)(ii) through (v) of this section that is collected within four and 
one-half years of the application must be included in the pollutant data 
summary submitted by the applicant. If, however, the applicant samples 
for a specific pollutant on a monthly or more frequent basis, it is only 
necessary, for such pollutant, to summarize all data collected within 
one year of the application.
    (viii) Applicants must collect samples of effluent and analyze such 
samples for pollutants in accordance with analytical methods approved 
under 40 CFR part 136 unless an alternative is specified in the existing 
NPDES permit. Grab samples must be used for pH, temperature, cyanide, 
total phenols, residual chlorine, oil and grease, and fecal coliform. 
For all other pollutants, 24-hour composite samples must be used. For a 
composite sample, only one analysis of the composite of aliquots is 
required.
    (ix) The effluent monitoring data provided must include at least the 
following information for each parameter:
    (A) Maximum daily discharge, expressed as concentration or mass, 
based upon actual sample values;
    (B) Average daily discharge for all samples, expressed as 
concentration or mass, and the number of samples used to obtain this 
value;
    (C) The analytical method used; and
    (D) The threshold level (i.e., method detection limit, minimum 
level, or other designated method endpoints) for the analytical method 
used.
    (x) Unless otherwise required by the Director, metals must be 
reported as total recoverable.
    (5) Effluent monitoring for whole effluent toxicity.
    (i) All applicants must provide an identification of any whole 
effluent toxicity tests conducted during the four and one-half years 
prior to the date of the application on any of the applicant's 
discharges or on any receiving water near the discharge.
    (ii) As provided in paragraphs (j)(5)(iii)-(ix) of this section, the 
following applicants must submit to the Director the results of valid 
whole effluent toxicity tests for acute or chronic toxicity for samples 
taken from each outfall through which effluent is discharged to surface 
waters, except for combined sewer overflows:
    (A) All POTWs with design flow rates greater than or equal to one 
million gallons per day;
    (B) All POTWs with approved pretreatment programs or POTWs required 
to develop a pretreatment program;
    (C) Other POTWs, as required by the Director, based on consideration 
of the following factors:
    (1) The variability of the pollutants or pollutant parameters in the 
POTW effluent (based on chemical-specific information, the type of 
treatment plant, and types of industrial contributors);
    (2) The ratio of effluent flow to receiving stream flow;
    (3) Existing controls on point or non-point sources, including total 
maximum daily load calculations for the receiving stream segment and the 
relative contribution of the POTW;
    (4) Receiving stream characteristics, including possible or known 
water quality impairment, and whether the POTW discharges to a coastal 
water, one of the Great Lakes, or a water designated as an outstanding 
natural resource water; or
    (5) Other considerations (including, but not limited to, the history 
of toxic impacts and compliance problems at

[[Page 146]]

the POTW) that the Director determines could cause or contribute to 
adverse water quality impacts.
    (iii) Where the POTW has two or more outfalls with substantially 
identical effluent discharging to the same receiving stream segment, the 
Director may allow applicants to submit whole effluent toxicity data for 
only one outfall on a case-by-case basis. The Director may also allow 
applicants to composite samples from one or more outfalls that discharge 
into the same mixing zone.
    (iv) Each applicant required to perform whole effluent toxicity 
testing pursuant to paragraph (j)(5)(ii) of this section must provide:
    (A) Results of a minimum of four quarterly tests for a year, from 
the year preceding the permit application; or
    (B) Results from four tests performed at least annually in the four 
and one half year period prior to the application, provided the results 
show no appreciable toxicity using a safety factor determined by the 
permitting authority.
    (v) Applicants must conduct tests with multiple species (no less 
than two species; e.g., fish, invertebrate, plant), and test for acute 
or chronic toxicity, depending on the range of receiving water dilution. 
EPA recommends that applicants conduct acute or chronic testing based on 
the following dilutions:
    (A) Acute toxicity testing if the dilution of the effluent is 
greater than 1000:1 at the edge of the mixing zone;
    (B) Acute or chronic toxicity testing if the dilution of the 
effluent is between 100:1 and 1000:1 at the edge of the mixing zone. 
Acute testing may be more appropriate at the higher end of this range 
(1000:1), and chronic testing may be more appropriate at the lower end 
of this range (100:1); and
    (C) Chronic testing if the dilution of the effluent is less than 
100:1 at the edge of the mixing zone.
    (vi) Each applicant required to perform whole effluent toxicity 
testing pursuant to paragraph (j)(5)(ii) of this section must provide 
the number of chronic or acute whole effluent toxicity tests that have 
been conducted since the last permit reissuance.
    (vii) Applicants must provide the results using the form provided by 
the Director, or test summaries if available and comprehensive, for each 
whole effluent toxicity test conducted pursuant to paragraph (j)(5)(ii) 
of this section for which such information has not been reported 
previously to the Director.
    (viii) Whole effluent toxicity testing conducted pursuant to 
paragraph (j)(5)(ii) of this section must be conducted using methods 
approved under 40 CFR part 136. West coast facilities in Washington, 
Oregon, California, Alaska, Hawaii, and the Pacific Territories are 
exempted from 40 CFR part 136 chronic methods and must use alternative 
guidance as directed by the permitting authority.
    (ix) For whole effluent toxicity data submitted to the Director 
within four and one-half years prior to the date of the application, 
applicants must provide the dates on which the data were submitted and a 
summary of the results.
    (x) Each POTW required to perform whole effluent toxicity testing 
pursuant to paragraph (j)(5)(ii) of this section must provide any 
information on the cause of toxicity and written details of any toxicity 
reduction evaluation conducted, if any whole effluent toxicity test 
conducted within the past four and one-half years revealed toxicity.
    (6) Industrial discharges. Applicants must submit the following 
information about industrial discharges to the POTW:
    (i) Number of significant industrial users (SIUs) and categorical 
industrial users (CIUs) discharging to the POTW; and
    (ii) POTWs with one or more SIUs shall provide the following 
information for each SIU, as defined at 40 CFR 403.3(t), that discharges 
to the POTW:
    (A) Name and mailing address;
    (B) Description of all industrial processes that affect or 
contribute to the SIU's discharge;
    (C) Principal products and raw materials of the SIU that affect or 
contribute to the SIU's discharge;
    (D) Average daily volume of wastewater discharged, indicating the

[[Page 147]]

amount attributable to process flow and non-process flow;
    (E) Whether the SIU is subject to local limits;
    (F) Whether the SIU is subject to categorical standards, and if so, 
under which category(ies) and subcategory(ies); and
    (G) Whether any problems at the POTW (e.g., upsets, pass through, 
interference) have been attributed to the SIU in the past four and one-
half years.
    (iii) The information required in paragraphs (j)(6)(i) and (ii) of 
this section may be waived by the Director for POTWs with pretreatment 
programs if the applicant has submitted either of the following that 
contain information substantially identical to that required in 
paragraphs (j)(6)(i) and (ii) of this section.
    (A) An annual report submitted within one year of the application; 
or
    (B) A pretreatment program;
    (7) Discharges from hazardous waste generators and from waste 
cleanup or remediation sites. POTWs receiving Resource Conservation and 
Recovery Act (RCRA), Comprehensive Environmental Response, Compensation, 
and Liability Act (CERCLA), or RCRA Corrective Action wastes or wastes 
generated at another type of cleanup or remediation site must provide 
the following information:
    (i) If the POTW receives, or has been notified that it will receive, 
by truck, rail, or dedicated pipe any wastes that are regulated as RCRA 
hazardous wastes pursuant to 40 CFR part 261, the applicant must report 
the following:
    (A) The method by which the waste is received (i.e., whether by 
truck, rail, or dedicated pipe); and
    (B) The hazardous waste number and amount received annually of each 
hazardous waste;
    (ii) If the POTW receives, or has been notified that it will 
receive, wastewaters that originate from remedial activities, including 
those undertaken pursuant to CERCLA and sections 3004(u) or 3008(h) of 
RCRA, the applicant must report the following:
    (A) The identity and description of the site(s) or facility(ies) at 
which the wastewater originates;
    (B) The identities of the wastewater's hazardous constituents, as 
listed in Appendix VIII of part 261 of this chapter; if known; and
    (C) The extent of treatment, if any, the wastewater receives or will 
receive before entering the POTW;
    (iii) Applicants are exempt from the requirements of paragraph 
(j)(7)(ii) of this section if they receive no more than fifteen 
kilograms per month of hazardous wastes, unless the wastes are acute 
hazardous wastes as specified in 40 CFR 261.30(d) and 261.33(e).
    (8) Combined sewer overflows. Each applicant with combined sewer 
systems must provide the following information:
    (i) Combined sewer system information. The following information 
regarding the combined sewer system:
    (A) System map. A map indicating the location of the following:
    (1) All CSO discharge points;
    (2) Sensitive use areas potentially affected by CSOs (e.g., beaches, 
drinking water supplies, shellfish beds, sensitive aquatic ecosystems, 
and outstanding national resource waters); and
    (3) Waters supporting threatened and endangered species potentially 
affected by CSOs; and
    (B) System diagram. A diagram of the combined sewer collection 
system that includes the following information:
    (1) The location of major sewer trunk lines, both combined and 
separate sanitary;
    (2) The locations of points where separate sanitary sewers feed into 
the combined sewer system;
    (3) In-line and off-line storage structures;
    (4) The locations of flow-regulating devices; and
    (5) The locations of pump stations;
    (ii) Information on CSO outfalls. The following information for each 
CSO discharge point covered by the permit application:
    (A) Description of outfall. The following information on each 
outfall:
    (1) Outfall number;
    (2) State, county, and city or town in which outfall is located;
    (3) Latitude and longitude, to the nearest second; and
    (4) Distance from shore and depth below surface;

[[Page 148]]

    (5) Whether the applicant monitored any of the following in the past 
year for this CSO:
    (i) Rainfall;
    (ii) CSO flow volume;
    (iii) CSO pollutant concentrations;
    (iv) Receiving water quality;
    (v) CSO frequency; and
    (6) The number of storm events monitored in the past year;
    (B) CSO events. The following information about CSO overflows from 
each outfall:
    (1) The number of events in the past year;
    (2) The average duration per event, if available;
    (3) The average volume per CSO event, if available; and
    (4) The minimum rainfall that caused a CSO event, if available, in 
the last year;
    (C) Description of receiving waters. The following information about 
receiving waters:
    (1) Name of receiving water;
    (2) Name of watershed/stream system and the United States Soil 
Conservation Service watershed (14-digit) code (if known); and
    (3) Name of State Management/River Basin and the United States 
Geological Survey hydrologic cataloging unit (8-digit) code (if known); 
and
    (D) CSO operations. A description of any known water quality impacts 
on the receiving water caused by the CSO (e.g., permanent or 
intermittent beach closings, permanent or intermittent shellfish bed 
closings, fish kills, fish advisories, other recreational loss, or 
exceedance of any applicable State water quality standard);
    (9) Contractors. All applicants must provide the name, mailing 
address, telephone number, and responsibilities of all contractors 
responsible for any operational or maintenance aspects of the facility; 
and
    (10) Signature. All applications must be signed by a certifying 
official in compliance with Sec. 122.22.
    (k) Application requirements for new sources and new discharges. New 
manufacturing, commercial, mining and silvicultural dischargers applying 
for NPDES permits (except for new discharges of facilities subject to 
the requirements of paragraph (h) of this section or new discharges of 
storm water associated with industrial activity which are subject to the 
requirements of Sec. 122.26(c)(1) and this section (except as provided 
by Sec. 122.26(c)(1)(ii)) shall provide the following information to the 
Director, using the application forms provided by the Director:
    (1) Expected outfall location. The latitude and longitude to the 
nearest 15 seconds and the name of the receiving water.
    (2) Discharge dates. The expected date of commencement of discharge.
    (3) Flows, sources of pollution, and treatment technologies--(i) 
Expected treatment of wastewater. Description of the treatment that the 
wastewater will receive, along with all operations contributing 
wastewater to the effluent, average flow contributed by each operation, 
and the ultimate disposal of any solid or liquid wastes not discharged.
    (ii) Line drawing. A line drawing of the water flow through the 
facility with a water balance as described in Sec. 122.21(g)(2).
    (iii) Intermittent flows. If any of the expected discharges will be 
intermittent or seasonal, a description of the frequency, duration and 
maximum daily flow rate of each discharge occurrence (except for 
stormwater runoff, spillage, or leaks).
    (4) Production. If a new source performance standard promulgated 
under section 306 of CWA or an effluent limitation guideline applies to 
the applicant and is expressed in terms of production (or other measure 
of operation), a reasonable measure of the applicant's expected actual 
production reported in the units used in the applicable effluent 
guideline or new source performance standard as required by 
Sec. 122.45(b)(2) for each of the first three years. Alternative 
estimates may also be submitted if production is likely to vary.
    (5) Effluent characteristics. The requirements in paragraphs 
(h)(4)(i), (ii), and (iii) of this section that an applicant must 
provide estimates of certain pollutants expected to be present do not 
apply to pollutants present in a discharge solely as a result of their 
presence in intake water; however, an applicant must report such 
pollutants as present. Net credits may be provided

[[Page 149]]

for the presence of pollutants in intake water if the requirements of 
Sec. 122.45(g) are met. All levels (except for discharge flow, 
temperature, and pH) must be estimated as concentration and as total 
mass.
    (i) Each applicant must report estimated daily maximum, daily 
average, and source of information for each outfall for the following 
pollutants or parameters. The Director may waive the reporting 
requirements for any of these pollutants and parameters if the applicant 
submits a request for such a waiver before or with his application which 
demonstrates that information adequate to support issuance of the permit 
can be obtained through less stringent reporting requirements.
    (A) Biochemical Oxygen Demand (BOD).
    (B) Chemical Oxygen Demand (COD).
    (C) Total Organic Carbon (TOC).
    (D) Total Suspended Solids (TSS).
    (E) Flow.
    (F) Ammonia (as N).
    (G) Temperature (winter and summer).
    (H) pH.
    (ii) Each applicant must report estimated daily maximum, daily 
average, and source of information for each outfall for the following 
pollutants, if the applicant knows or has reason to believe they will be 
present or if they are limited by an effluent limitation guideline or 
new source performance standard either directly or indirectly through 
limitations on an indicator pollutant: all pollutants in table IV of 
appendix D of part 122 (certain conventional and nonconventional 
pollutants).
    (iii) Each applicant must report estimated daily maximum, daily 
average and source of information for the following pollutants if he 
knows or has reason to believe that they will be present in the 
discharges from any outfall:
    (A) The pollutants listed in table III of appendix D (the toxic 
metals, in the discharge from any outfall: Total cyanide, and total 
phenols);
    (B) The organic toxic pollutants in table II of appendix D (except 
bis (chloromethyl) ether, dichlorofluoromethane and 
trichlorofluoromethane). This requirement is waived for applicants with 
expected gross sales of less than $100,000 per year for the next three 
years, and for coal mines with expected average production of less than 
100,000 tons of coal per year.
    (iv) The applicant is required to report that 2,3,7,8 
Tetrachlorodibenzo-P-Dioxin (TCDD) may be discharged if he uses or 
manufactures one of the following compounds, or if he knows or has 
reason to believe that TCDD will or may be present in an effluent:
    (A) 2,4,5-trichlorophenoxy acetic acid (2,4,5-T) (CAS 93-
76-5);
    (B) 2-(2,4,5-trichlorophenoxy) propanoic acid (Silvex, 2,4,5-TP) 
(CAS 93-72-1);
    (C) 2-(2,4,5-trichlorophenoxy) ethyl 2,2-dichloropropionate (Erbon) 
(CAS 136-25-4);
    (D) 0,0-dimethyl 0-(2,4,5-trichlorophenyl) phosphorothioate (Ronnel) 
(CAS 299-84-3);
    (E) 2,4,5-trichlorophenol (TCP) (CAS 95-95-4); or
    (F) Hexachlorophene (HCP) (CAS 70-30-4);
    (v) Each applicant must report any pollutants listed in table V of 
appendix D (certain hazardous substances) if he believes they will be 
present in any outfall (no quantitative estimates are required unless 
they are already available).
    (vi) No later than two years after the commencement of discharge 
from the proposed facility, the applicant is required to complete and 
submit Items V and VI of NPDES application Form 2c (see Sec. 122.21(g)). 
However, the applicant need not complete those portions of Item V 
requiring tests which he has already performed and reported under the 
discharge monitoring requirements of his NPDES permit.
    (6) Engineering Report. Each applicant must report the existence of 
any technical evaluation concerning his wastewater treatment, along with 
the name and location of similar plants of which he has knowledge.
    (7) Other information. Any optional information the permittee wishes 
to have considered.
    (8) Certification. Signature of certifying official under 
Sec. 122.22.
    (l) Special provisions for applications from new sources.(1) The 
owner or operator of any facility which may be a

[[Page 150]]

new source (as defined in Sec. 122.2 ) and which is located in a State 
without an approved NPDES program must comply with the provisions of 
this paragraph (l)(1).
    (2)(i) Before beginning any on-site construction as defined in 
Sec. 122.29, the owner or operator of any facility which may be a new 
source must submit information to the Regional Administrator so that he 
or she can determine if the facility is a new source. The Regional 
Administrator may request any additional information needed to determine 
whether the facility is a new source.
    (ii) The Regional Administrator shall make an initial determination 
whether the facility is a new source within 30 days of receiving all 
necessary information under paragraph (l)(2)(i) of this section.
    (3) The Regional Administrator shall issue a public notice in 
accordance with Sec. 124.10 of this chapter of the new source 
determination under paragraph (l)(2) of this section. If the Regional 
Administrator has determined that the facility is a new source, the 
notice shall state that the applicant must comply with the environmental 
review requirements of 40 CFR 6.600 through 6.607.
    (4) Any interested party may challenge the Regional Administrator's 
initial new source determination by requesting review of the 
determination under Sec. 124.19 of this chapter within 30 days of the 
public notice of the initial determination. If all interested parties 
agree, the Environmental Appeals Board may defer review until after a 
final permit decision is made, and consolidate review of the 
determination with any review of the permit decision.
    (m) Variance requests by non-POTWs. A discharger which is not a 
publicly owned treatment works (POTW) may request a variance from 
otherwise applicable effluent limitations under any of the following 
statutory or regulatory provisions within the times specified in this 
paragraph:
    (1) Fundamentally different factors. (i) A request for a variance 
based on the presence of ``fundamentally different factors'' from those 
on which the effluent limitations guideline was based shall be filed as 
follows:
    (A) For a request from best practicable control technology currently 
available (BPT), by the close of the public comment period under 
Sec. 124.10.
    (B) For a request from best available technology economically 
achievable (BAT) and/or best conventional pollutant control technology 
(BCT), by no later than:
    (1) July 3, 1989, for a request based on an effluent limitation 
guideline promulgated before February 4, 1987, to the extent July 3, 
1989 is not later than that provided under previously promulgated 
regulations; or
    (2) 180 days after the date on which an effluent limitation 
guideline is published in the Federal Register for a request based on an 
effluent limitation guideline promulgated on or after February 4, 1987.
    (ii) The request shall explain how the requirements of the 
applicable regulatory and/or statutory criteria have been met.
    (2) Non-conventional pollutants. A request for a variance from the 
BAT requirements for CWA section 301(b)(2)(F) pollutants (commonly 
called ``non-conventional'' pollutants) pursuant to section 301(c) of 
CWA because of the economic capability of the owner or operator, or 
pursuant to section 301(g) of the CWA (provided however that a 
Sec. 301(g) variance may only be requested for ammonia; chlorine; color; 
iron; total phenols (4AAP) (when determined by the Administrator to be a 
pollutant covered by section 301(b)(2)(F)) and any other pollutant which 
the Administrator lists under section 301(g)(4) of the CWA) must be made 
as follows:
    (i) For those requests for a variance from an effluent limitation 
based upon an effluent limitation guideline by:
    (A) Submitting an initial request to the Regional Administrator, as 
well as to the State Director if applicable, stating the name of the 
discharger, the permit number, the outfall number(s), the applicable 
effluent guideline, and whether the discharger is requesting a section 
301(c) or section 301(g) modification or both. This request must have 
been filed not later than:
    (1) September 25, 1978, for a pollutant which is controlled by a BAT 
effluent limitation guideline promulgated before December 27, 1977; or

[[Page 151]]

    (2) 270 days after promulgation of an applicable effluent limitation 
guideline for guidelines promulgated after December 27, 1977; and
    (B) Submitting a completed request no later than the close of the 
public comment period under Sec. 124.10 demonstrating that the 
requirements of Sec. 124.13 and the applicable requirements of part 125 
have been met. Notwithstanding this provision, the complete application 
for a request under section 301(g) shall be filed 180 days before EPA 
must make a decision (unless the Regional Division Director establishes 
a shorter or longer period).
    (ii) For those requests for a variance from effluent limitations not 
based on effluent limitation guidelines, the request need only comply 
with paragraph (m)(2)(i)(B) of this section and need not be preceded by 
an initial request under paragraph (m)(2)(i)(A) of this section.
    (3)-(4) [Reserved]
    (5) Water quality related effluent limitations. A modification under 
section 302(b)(2) of requirements under section 302(a) for achieving 
water quality related effluent limitations may be requested no later 
than the close of the public comment period under Sec. 124.10 on the 
permit from which the modification is sought.
    (6) Thermal discharges. A variance under CWA section 316(a) for the 
thermal component of any discharge must be filed with a timely 
application for a permit under this section, except that if thermal 
effluent limitations are established under CWA section 402(a)(1) or are 
based on water quality standards the request for a variance may be filed 
by the close of the public comment period under Sec. 124.10. A copy of 
the request as required under 40 CFR part 125, subpart H, shall be sent 
simultaneously to the appropriate State or interstate certifying agency 
as required under 40 CFR part 125. (See Sec. 124.65 for special 
procedures for section 316(a) thermal variances.)
    (n) Variance requests by POTWs. A discharger which is a publicly 
owned treatment works (POTW) may request a variance from otherwise 
applicable effluent limitations under any of the following statutory 
provisions as specified in this paragraph:
    (1) Discharges into marine waters. A request for a modification 
under CWA section 301(h) of requirements of CWA section 301(b)(1)(B) for 
discharges into marine waters must be filed in accordance with the 
requirements of 40 CFR part 125, subpart G.
    (2) [Reserved]
    (3) Water quality based effluent limitation. A modification under 
CWA section 302(b)(2) of the requirements under section 302(a) for 
achieving water quality based effluent limitations shall be requested no 
later than the close of the public comment period under Sec. 124.10 on 
the permit from which the modification is sought.
    (o) Expedited variance procedures and time extensions. (1) 
Notwithstanding the time requirements in paragraphs (m) and (n) of this 
section, the Director may notify a permit applicant before a draft 
permit is issued under Sec. 124.6 that the draft permit will likely 
contain limitations which are eligible for variances. In the notice the 
Director may require the applicant as a condition of consideration of 
any potential variance request to submit a request explaining how the 
requirements of part 125 applicable to the variance have been met and 
may require its submission within a specified reasonable time after 
receipt of the notice. The notice may be sent before the permit 
application has been submitted. The draft or final permit may contain 
the alternative limitations which may become effective upon final grant 
of the variance.
    (2) A discharger who cannot file a timely complete request required 
under paragraph (m)(2)(i)(B) or (m)(2)(ii) of this section may request 
an extension. The extension may be granted or denied at the discretion 
of the Director. Extensions shall be no more than 6 months in duration.
    (p) Recordkeeping. Except for information required by paragraph 
(d)(3)(ii) of this section, which shall be retained for a period of at 
least five years from the date the application is signed (or longer as 
required by 40 CFR part 503), applicants shall keep records of all data 
used to complete permit applications and any supplemental information 
submitted under this section for a

[[Page 152]]

period of at least 3 years from the date the application is signed.
    (q) Sewage sludge management. All TWTDS subject to paragraph 
(c)(2)(i) of this section must provide the information in this paragraph 
to the Director, using Form 2S or another application form approved by 
the Director. New applicants must submit all information available at 
the time of permit application. The information may be provided by 
referencing information previously submitted to the Director. The 
Director may waive any requirement of this paragraph if he or she has 
access to substantially identical information. The Director may also 
waive any requirement of this paragraph that is not of material concern 
for a specific permit, if approved by the Regional Administrator. The 
waiver request to the Regional Administrator must include the State's 
justification for the waiver. A Regional Administrator's disapproval of 
a State's proposed waiver does not constitute final Agency action, but 
does provide notice to the State and permit applicant(s) that EPA may 
object to any State-issued permit issued in the absence of the required 
information.
    (1) Facility information. All applicants must submit the following 
information:
    (i) The name, mailing address, and location of the TWTDS for which 
the application is submitted;
    (ii) Whether the facility is a Class I Sludge Management Facility;
    (iii) The design flow rate (in million gallons per day);
    (iv) The total population served; and
    (v) The TWTDS's status as Federal, State, private, public, or other 
entity;
    (2) Applicant information. All applicants must submit the following 
information:
    (i) The name, mailing address, and telephone number of the 
applicant; and
    (ii) Indication whether the applicant is the owner, operator, or 
both;
    (3) Permit information. All applicants must submit the facility's 
NPDES permit number, if applicable, and a listing of all other Federal, 
State, and local permits or construction approvals received or applied 
for under any of the following programs:
    (i) Hazardous Waste Management program under the Resource 
Conservation and Recovery Act (RCRA);
    (ii) UIC program under the Safe Drinking Water Act (SDWA);
    (iii) NPDES program under the Clean Water Act (CWA);
    (iv) Prevention of Significant Deterioration (PSD) program under the 
Clean Air Act;
    (v) Nonattainment program under the Clean Air Act;
    (vi) National Emission Standards for Hazardous Air Pollutants 
(NESHAPS) preconstruction approval under the Clean Air Act;
    (vii) Dredge or fill permits under section 404 of CWA;
    (viii) Other relevant environmental permits, including State or 
local permits;
    (4) Indian country. All applicants must identify any generation, 
treatment, storage, land application, or disposal of sewage sludge that 
occurs in Indian country;
    (5) Topographic map. All applicants must submit a topographic map 
(or other map if a topographic map is unavailable) extending one mile 
beyond property boundaries of the facility and showing the following 
information:
    (i) All sewage sludge management facilities, including on-site 
treatment, storage, and disposal sites; and
    (ii) Wells, springs, and other surface water bodies that are within 
\1/4\ mile of the property boundaries and listed in public records or 
otherwise known to the applicant;
    (6) Sewage sludge handling. All applicants must submit a line 
drawing and/or a narrative description that identifies all sewage sludge 
management practices employed during the term of the permit, including 
all units used for collecting, dewatering, storing, or treating sewage 
sludge, the destination(s) of all liquids and solids leaving each such 
unit, and all processes used for pathogen reduction and vector 
attraction reduction;
    (7) Sewage sludge quality. The applicant must submit sewage sludge 
monitoring data for the pollutants for which limits in sewage sludge 
have been established in 40 CFR part 503 for the applicant's use or 
disposal practices on the date of permit application.

[[Page 153]]

    (i) The Director may require sampling for additional pollutants, as 
appropriate, on a case-by-case basis;
    (ii) Applicants must provide data from a minimum of three samples 
taken within four and one-half years prior to the date of the permit 
application. Samples must be representative of the sewage sludge and 
should be taken at least one month apart. Existing data may be used in 
lieu of sampling done solely for the purpose of this application;
    (iii) Applicants must collect and analyze samples in accordance with 
analytical methods approved under SW-846 unless an alternative has been 
specified in an existing sewage sludge permit;
    (iv) The monitoring data provided must include at least the 
following information for each parameter:
    (A) Average monthly concentration for all samples (mg/kg dry 
weight), based upon actual sample values;
    (B) The analytical method used; and
    (C) The method detection level.
    (8) Preparation of sewage sludge. If the applicant is a ``person who 
prepares'' sewage sludge, as defined at 40 CFR 503.9(r), the applicant 
must provide the following information:
    (i) If the applicant's facility generates sewage sludge, the total 
dry metric tons per 365-day period generated at the facility;
    (ii) If the applicant's facility receives sewage sludge from another 
facility, the following information for each facility from which sewage 
sludge is received:
    (A) The name, mailing address, and location of the other facility;
    (B) The total dry metric tons per 365-day period received from the 
other facility; and
    (C) A description of any treatment processes occurring at the other 
facility, including blending activities and treatment to reduce 
pathogens or vector attraction characteristics;
    (iii) If the applicant's facility changes the quality of sewage 
sludge through blending, treatment, or other activities, the following 
information:
    (A) Whether the Class A pathogen reduction requirements in 40 CFR 
503.32(a) or the Class B pathogen reduction requirements in 40 CFR 
503.32(b) are met, and a description of any treatment processes used to 
reduce pathogens in sewage sludge;
    (B) Whether any of the vector attraction reduction options of 40 CFR 
503.33(b)(1) through (b)(8) are met, and a description of any treatment 
processes used to reduce vector attraction properties in sewage sludge; 
and
    (C) A description of any other blending, treatment, or other 
activities that change the quality of sewage sludge;
    (iv) If sewage sludge from the applicant's facility meets the 
ceiling concentrations in 40 CFR 503.13(b)(1), the pollutant 
concentrations in Sec. 503.13(b)(3), the Class A pathogen requirements 
in Sec. 503.32(a), and one of the vector attraction reduction 
requirements in Sec. 503.33(b)(1) through (b)(8), and if the sewage 
sludge is applied to the land, the applicant must provide the total dry 
metric tons per 365-day period of sewage sludge subject to this 
paragraph that is applied to the land;
    (v) If sewage sludge from the applicant's facility is sold or given 
away in a bag or other container for application to the land, and the 
sewage sludge is not subject to paragraph (q)(8)(iv) of this section, 
the applicant must provide the following information:
    (A) The total dry metric tons per 365-day period of sewage sludge 
subject to this paragraph that is sold or given away in a bag or other 
container for application to the land; and
    (B) A copy of all labels or notices that accompany the sewage sludge 
being sold or given away;
    (vi) If sewage sludge from the applicant's facility is provided to 
another ``person who prepares,'' as defined at 40 CFR 503.9(r), and the 
sewage sludge is not subject to paragraph (q)(8)(iv) of this section, 
the applicant must provide the following information for each facility 
receiving the sewage sludge:
    (A) The name and mailing address of the receiving facility;
    (B) The total dry metric tons per 365-day period of sewage sludge 
subject to this paragraph that the applicant provides to the receiving 
facility;
    (C) A description of any treatment processes occurring at the 
receiving facility, including blending activities and treatment to 
reduce pathogens or vector attraction characteristic;

[[Page 154]]

    (D) A copy of the notice and necessary information that the 
applicant is required to provide the receiving facility under 40 CFR 
503.12(g); and
    (E) If the receiving facility places sewage sludge in bags or 
containers for sale or give-away to application to the land, a copy of 
any labels or notices that accompany the sewage sludge;
    (9) Land application of bulk sewage sludge. If sewage sludge from 
the applicant's facility is applied to the land in bulk form, and is not 
subject to paragraphs (q)(8)(iv), (v), or (vi) of this section, the 
applicant must provide the following information:
    (i) The total dry metric tons per 365-day period of sewage sludge 
subject to this paragraph that is applied to the land;
    (ii) If any land application sites are located in States other than 
the State where the sewage sludge is prepared, a description of how the 
applicant will notify the permitting authority for the State(s) where 
the land application sites are located;
    (iii) The following information for each land application site that 
has been identified at the time of permit application:
    (A) The name (if any), and location for the land application site;
    (B) The site's latitude and longitude to the nearest second, and 
method of determination;
    (C) A topographic map (or other map if a topographic map is 
unavailable) that shows the site's location;
    (D) The name, mailing address, and telephone number of the site 
owner, if different from the applicant;
    (E) The name, mailing address, and telephone number of the person 
who applies sewage sludge to the site, if different from the applicant;
    (F) Whether the site is agricultural land, forest, a public contact 
site, or a reclamation site, as such site types are defined under 40 CFR 
503.11;
    (G) The type of vegetation grown on the site, if known, and the 
nitrogen requirement for this vegetation;
    (H) Whether either of the vector attraction reduction options of 40 
CFR 503.33(b)(9) or (b)(10) is met at the site, and a description of any 
procedures employed at the time of use to reduce vector attraction 
properties in sewage sludge; and
    (I) Other information that describes how the site will be managed, 
as specified by the permitting authority.
    (iv) The following information for each land application site that 
has been identified at the time of permit application, if the applicant 
intends to apply bulk sewage sludge subject to the cumulative pollutant 
loading rates in 40 CFR 503.13(b)(2) to the site:
    (A) Whether the applicant has contacted the permitting authority in 
the State where the bulk sewage sludge subject to Sec. 503.13(b)(2) will 
be applied, to ascertain whether bulk sewage sludge subject to 
Sec. 503.13(b)(2) has been applied to the site on or since July 20, 
1993, and if so, the name of the permitting authority and the name and 
phone number of a contact person at the permitting authority;
    (B) Identification of facilities other than the applicant's facility 
that have sent, or are sending, sewage sludge subject to the cumulative 
pollutant loading rates in Sec. 503.13(b)(2) to the site since July 20, 
1993, if, based on the inquiry in paragraph (q)(iv)(A), bulk sewage 
sludge subject to cumulative pollutant loading rates in 
Sec. 503.13(b)(2) has been applied to the site since July 20, 1993;
    (v) If not all land application sites have been identified at the 
time of permit application, the applicant must submit a land application 
plan that, at a minimum:
    (A) Describes the geographical area covered by the plan;
    (B) Identifies the site selection criteria;
    (C) Describes how the site(s) will be managed;
    (D) Provides for advance notice to the permit authority of specific 
land application sites and reasonable time for the permit authority to 
object prior to land application of the sewage sludge; and
    (E) Provides for advance public notice of land application sites in 
the manner prescribed by State and local law. When State or local law 
does not require advance public notice, it must be provided in a manner 
reasonably calculated to apprize the general public of the planned land 
application.

[[Page 155]]

    (10) Surface disposal. If sewage sludge from the applicant's 
facility is placed on a surface disposal site, the applicant must 
provide the following information:
    (i) The total dry metric tons of sewage sludge from the applicant's 
facility that is placed on surface disposal sites per 365-day period;
    (ii) The following information for each surface disposal site 
receiving sewage sludge from the applicant's facility that the applicant 
does not own or operate:
    (A) The site name or number, contact person, mailing address, and 
telephone number for the surface disposal site; and
    (B) The total dry metric tons from the applicant's facility per 365-
day period placed on the surface disposal site;
    (iii) The following information for each active sewage sludge unit 
at each surface disposal site that the applicant owns or operates:
    (A) The name or number and the location of the active sewage sludge 
unit;
    (B) The unit's latitude and longitude to the nearest second, and 
method of determination;
    (C) If not already provided, a topographic map (or other map if a 
topographic map is unavailable) that shows the unit's location;
    (D) The total dry metric tons placed on the active sewage sludge 
unit per 365-day period;
    (E) The total dry metric tons placed on the active sewage sludge 
unit over the life of the unit;
    (F) A description of any liner for the active sewage sludge unit, 
including whether it has a maximum permeability of 1 x 10-7 
cm/sec;
    (G) A description of any leachate collection system for the active 
sewage sludge unit, including the method used for leachate disposal, and 
any Federal, State, and local permit number(s) for leachate disposal;
    (H) If the active sewage sludge unit is less than 150 meters from 
the property line of the surface disposal site, the actual distance from 
the unit boundary to the site property line;
    (I) The remaining capacity (dry metric tons) for the active sewage 
sludge unit;
    (J) The date on which the active sewage sludge unit is expected to 
close, if such a date has been identified;
    (K) The following information for any other facility that sends 
sewage sludge to the active sewage sludge unit:
    (1) The name, contact person, and mailing address of the facility; 
and
    (2) Available information regarding the quality of the sewage sludge 
received from the facility, including any treatment at the facility to 
reduce pathogens or vector attraction characteristics;
    (L) Whether any of the vector attraction reduction options of 40 CFR 
503.33(b)(9) through (b)(11) is met at the active sewage sludge unit, 
and a description of any procedures employed at the time of disposal to 
reduce vector attraction properties in sewage sludge;
    (M) The following information, as applicable to any ground-water 
monitoring occurring at the active sewage sludge unit:
    (1) A description of any ground-water monitoring occurring at the 
active sewage sludge unit;
    (2) Any available ground-water monitoring data, with a description 
of the well locations and approximate depth to ground water;
    (3) A copy of any ground-water monitoring plan that has been 
prepared for the active sewage sludge unit;
    (4) A copy of any certification that has been obtained from a 
qualified ground-water scientist that the aquifer has not been 
contaminated; and
    (N) If site-specific pollutant limits are being sought for the 
sewage sludge placed on this active sewage sludge unit, information to 
support such a request;
    (11) Incineration. If sewage sludge from the applicant's facility is 
fired in a sewage sludge incinerator, the applicant must provide the 
following information:
    (i) The total dry metric tons of sewage sludge from the applicant's 
facility that is fired in sewage sludge incinerators per 365-day period;
    (ii) The following information for each sewage sludge incinerator 
firing the applicant's sewage sludge that the applicant does not own or 
operate:

[[Page 156]]

    (A) The name and/or number, contact person, mailing address, and 
telephone number of the sewage sludge incinerator; and
    (B) The total dry metric tons from the applicant's facility per 365-
day period fired in the sewage sludge incinerator;
    (iii) The following information for each sewage sludge incinerator 
that the applicant owns or operates:
    (A) The name and/or number and the location of the sewage sludge 
incinerator;
    (B) The incinerator's latitude and longitude to the nearest second, 
and method of determination;
    (C) The total dry metric tons per 365-day period fired in the sewage 
sludge incinerator;
    (D) Information, test data, and documentation of ongoing operating 
parameters indicating that compliance with the National Emission 
Standard for Beryllium in 40 CFR part 61 will be achieved;
    (E) Information, test data, and documentation of ongoing operating 
parameters indicating that compliance with the National Emission 
Standard for Mercury in 40 CFR part 61 will be achieved;
    (F) The dispersion factor for the sewage sludge incinerator, as well 
as modeling results and supporting documentation;
    (G) The control efficiency for parameters regulated in 40 CFR 
503.43, as well as performance test results and supporting 
documentation;
    (H) Information used to calculate the risk specific concentration 
(RSC) for chromium, including the results of incinerator stack tests for 
hexavalent and total chromium concentrations, if the applicant is 
requesting a chromium limit based on a site-specific RSC value;
    (I) Whether the applicant monitors total hydrocarbons (THC) or 
Carbon Monoxide (CO) in the exit gas for the sewage sludge incinerator;
    (J) The type of sewage sludge incinerator;
    (K) The maximum performance test combustion temperature, as obtained 
during the performance test of the sewage sludge incinerator to 
determine pollutant control efficiencies;
    (L) The following information on the sewage sludge feed rate used 
during the performance test:
    (1) Sewage sludge feed rate in dry metric tons per day;
    (2) Identification of whether the feed rate submitted is average use 
or maximum design; and
    (3) A description of how the feed rate was calculated;
    (M) The incinerator stack height in meters for each stack, including 
identification of whether actual or creditable stack height was used;
    (N) The operating parameters for the sewage sludge incinerator air 
pollution control device(s), as obtained during the performance test of 
the sewage sludge incinerator to determine pollutant control 
efficiencies;
    (O) Identification of the monitoring equipment in place, including 
(but not limited to) equipment to monitor the following:
    (1) Total hydrocarbons or Carbon Monoxide;
    (2) Percent oxygen;
    (3) Percent moisture; and
    (4) Combustion temperature; and
    (P) A list of all air pollution control equipment used with this 
sewage sludge incinerator;
    (12) Disposal in a municipal solid waste landfill. If sewage sludge 
from the applicant's facility is sent to a municipal solid waste 
landfill (MSWLF), the applicant must provide the following information 
for each MSWLF to which sewage sludge is sent:
    (i) The name, contact person, mailing address, location, and all 
applicable permit numbers of the MSWLF;
    (ii) The total dry metric tons per 365-day period sent from this 
facility to the MSWLF;
    (iii) A determination of whether the sewage sludge meets applicable 
requirements for disposal of sewage sludge in a MSWLF, including the 
results of the paint filter liquids test and any additional requirements 
that apply on a site-specific basis; and
    (iv) Information, if known, indicating whether the MSWLF complies 
with criteria set forth in 40 CFR part 258;
    (13) Contractors. All applicants must provide the name, mailing 
address, telephone number, and responsibilities of all contractors 
responsible for any

[[Page 157]]

operational or maintenance aspects of the facility related to sewage 
sludge generation, treatment, use, or disposal;
    (14) Other information. At the request of the permitting authority, 
the applicant must provide any other information necessary to determine 
the appropriate standards for permitting under 40 CFR part 503, and must 
provide any other information necessary to assess the sewage sludge use 
and disposal practices, determine whether to issue a permit, or identify 
appropriate permit requirements; and
    (15) Signature. All applications must be signed by a certifying 
official in compliance with Sec. 122.22.

    [Note 1: At 46 FR 2046, Jan. 8, 1981, the Environmental Protection 
Agency suspended until further notice Sec. 122.21(g)(7)(v)(A) and the 
corresponding portions of Item V-C of the NPDES application Form 2C as 
they apply to coal mines. This suspension continues in effect.]
    [Note 2: At 46 FR 22585, Apr. 20, 1981, the Environmental Protection 
Agency suspended until further notice Sec. 122.21(g)(7)(v)(A) and the 
corresponding portions of Item V-C of the NPDES application Form 2C as 
they apply to:
    a. Testing and reporting for all four organic fractions in the 
Greige Mills Subcategory of the Textile Mills industry (subpart C--Low 
water use processing of 40 CFR part 410), and testing and reporting for 
the pesticide fraction in all other subcategories of this industrial 
category.
    b. Testing and reporting for the volatile, base/neutral and 
pesticide fractions in the Base and Precious Metals Subcategory of the 
Ore Mining and Dressing industry (subpart B of 40 CFR part 440), and 
testing and reporting for all four fractions in all other subcategories 
of this industrial category.
    c. Testing and reporting for all four GC/MS fractions in the 
Porcelain Enameling industry.

This revision continues that suspension.] \1\

    [Note 3: At 46 FR 35090, July 1, 1981, the Environmental Protection 
Agency suspended until further notice Sec. 122.21(g)(7)(v)(A) and the 
corresponding portions of Item V-C of the NPDES application Form 2C as 
they apply to:
    a. Testing and reporting for the pesticide fraction in the Tall Oil 
Rosin Subcategory (subpart D) and Rosin-Based Derivatives Subcategory 
(subpart F) of the Gum and Wood Chemicals industry (40 CFR part 454), 
and testing and reporting for the pesticide and base-neutral fractions 
in all other subcategories of this industrial category.
    b. Testing and reporting for the pesticide fraction in the Leather 
Tanning and Finishing, Paint and Ink Formulation, and Photographic 
Supplies industrial categories.
    c. Testing and reporting for the acid, base/neutral and pesticide 
fractions in the Petroleum Refining industrial category.
    d. Testing and reporting for the pesticide fraction in the 
Papergrade Sulfite subcategories (subparts J and U) of the Pulp and 
Paper industry (40 CFR part 430); testing and reporting for the base/
neutral and pesticide fractions in the following subcategories: Deink 
(subpart Q), Dissolving Kraft (subpart F), and Paperboard from Waste 
Paper (subpart E); testing and reporting for the volatile, base/neutral 
and pesticide fractions in the following subcategories: BCT Bleached 
Kraft (subpart H), Semi-Chemical (subparts B and C), and Nonintegrated-
Fine Papers (subpart R); and testing and reporting for the acid, base/
neutral, and pesticide fractions in the following subcategories: Fine 
Bleached Kraft (subpart I), Dissolving Sulfite Pulp (subpart K), 
Groundwood-Fine Papers (subpart O), Market Bleached Kraft (subpart G), 
Tissue from Wastepaper (subpart T), and Nonintegrated-Tissue Papers 
(subpart S).
    e. Testing and reporting for the base/neutral fraction in the Once-
Through Cooling Water, Fly Ash and Bottom Ash Transport Water process 
wastestreams of the Steam Electric Power Plant industrial category.

This revision continues that suspension.] \1\
---------------------------------------------------------------------------

    \1\ Editorial Note: The words ``This revision'' refer to the 
document published at 48 FR 14153, Apr. 1, 1983.
---------------------------------------------------------------------------

    (r) Applications for facilities with cooling water intake 
structures--(1) New facilities with new or modified cooling water intake 
structures. New facilities with cooling water intake structures as 
defined in part 125, subpart I, of this chapter must report the 
information required under paragraphs (r)(2), (3), and (4) of this 
section and Sec. 125.86 of this chapter. Requests for alternative 
requirements under Sec. 125.85 of this chapter must be submitted with 
your permit application.
    (2) Source water physical data. These include:
    (i) A narrative description and scaled drawings showing the physical 
configuration of all source water bodies used by your facility, 
including areal dimensions, depths, salinity and temperature regimes, 
and other documentation that supports your determination of the water 
body type where each cooling water intake structure is located;
    (ii) Identification and characterization of the source waterbody's

[[Page 158]]

hydrological and geomorphological features, as well as the methods you 
used to conduct any physical studies to determine your intake's area of 
influence within the waterbody and the results of such studies; and
    (iii) Locational maps.
    (3) Cooling water intake structure data. These include:
    (i) A narrative description of the configuration of each of your 
cooling water intake structures and where it is located in the water 
body and in the water column;
    (ii) Latitude and longitude in degrees, minutes, and seconds for 
each of your cooling water intake structures;
    (iii) A narrative description of the operation of each of your 
cooling water intake structures, including design intake flows, daily 
hours of operation, number of days of the year in operation and seasonal 
changes, if applicable;
    (iv) A flow distribution and water balance diagram that includes all 
sources of water to the facility, recirculating flows, and discharges; 
and
    (v) Engineering drawings of the cooling water intake structure.
    (4) Source water baseline biological characterization data. This 
information is required to characterize the biological community in the 
vicinity of the cooling water intake structure and to characterize the 
operation of the cooling water intake structures. The Director may also 
use this information in subsequent permit renewal proceedings to 
determine if your Design and Construction Technology Plan as required in 
Sec. 125.86(b)(4) of this chapter should be revised. This supporting 
information must include existing data (if they are available). However, 
you may supplement the data using newly conducted field studies if you 
choose to do so. The information you submit must include:
    (i) A list of the data in paragraphs (r)(4)(ii) through (vi) of this 
section that are not available and efforts made to identify sources of 
the data;
    (ii) A list of species (or relevant taxa) for all life stages and 
their relative abundance in the vicinity of the cooling water intake 
structure;
    (iii) Identification of the species and life stages that would be 
most susceptible to impingement and entrainment. Species evaluated 
should include the forage base as well as those most important in terms 
of significance to commercial and recreational fisheries;
    (iv) Identification and evaluation of the primary period of 
reproduction, larval recruitment, and period of peak abundance for 
relevant taxa;
    (v) Data representative of the seasonal and daily activities (e.g., 
feeding and water column migration) of biological organisms in the 
vicinity of the cooling water intake structure;
    (vi) Identification of all threatened, endangered, and other 
protected species that might be susceptible to impingement and 
entrainment at your cooling water intake structures;
    (vii) Documentation of any public participation or consultation with 
Federal or State agencies undertaken in development of the plan; and
    (viii) If you supplement the information requested in paragraph 
(r)(4)(i) of this section with data collected using field studies, 
supporting documentation for the Source Water Baseline Biological 
Characterization must include a description of all methods and quality 
assurance procedures for sampling, and data analysis including a 
description of the study area; taxonomic identification of sampled and 
evaluated biological assemblages (including all life stages of fish and 
shellfish); and sampling and data analysis methods. The sampling and/or 
data analysis methods you use must be appropriate for a quantitative 
survey and based on consideration of methods used in other biological 
studies performed within the same source water body. The study area 
should include, at a minimum, the area of influence of the cooling water 
intake structure.

[48 FR 14153, Apr. 1, 1983, as amended at 49 FR 31842, Aug. 8, 1984; 49 
FR 38046, Sept. 26, 1984; 50 FR 6940, 6941, Feb. 19, 1985; 50 FR 35203, 
Aug. 29, 1985; 51 FR 26991, July 28, 1986; 53 FR 4158, Feb. 12, 1988; 53 
FR 33007, Sept. 6, 1988; 54 FR 254, Jan. 4, 1989; 54 FR 18782, May 2, 
1989; 55 FR 30128, July 24, 1990; 55 FR 48062, Nov. 16, 1990; 58 FR 
9413, Feb. 19, 1993; 60 FR 17956, Apr. 7, 1995; 60 FR 33931, June 29, 
1995; 60 FR 40235, Aug. 7, 1995; 64 FR 42462, Aug. 4, 1999; 64 FR 68838, 
Dec. 8, 1999; 65 FR 30905, May 15, 2000; 66 FR 65337, Dec. 18, 2001]

[[Page 159]]