Current through Register Vol. 46, No. 39, September 25, 2024
(a)
All dischargers.
Permit application requirements that apply to all
dischargers seeking to obtain an individual SPDES permit. Application
requirements are set by application forms. Requirements include:
(1) the discharger's name and legal status
(corporate, individual, partnership or public);
(2) the discharger's official mailing
address, and the address where correspondence should be sent, if
different;
(3) the designated
contact telephone number and, if available, facsimile number and e-mail
address;
(4) the discharger's
facility name and location, including street address;
(5) the nature of the activities that will
result in the discharge, including up to four SIC codes which best reflect the
principal products or services provided by the facility;
(6) for POTWs, private residential
subdivisions, apartment or condominium developments or mobile home parks, the
service area and population served;
(7) the frequency, duration and days of
discharge;
(8) the quality and
quantity of the discharge;
(9) the
source of the wastewater or storm water;
(10) the type of wastewater or storm water
treatment, including the design flow of each unit;
(11) a topographic map on a scale of
approximately one inch equals 2,000 feet (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 and disposal facilities; the portion of
the mapped area on Indian lands; and those wells, springs, other surface
waterbodies, and drinking water wells listed in public records or otherwise
known to the applicant in the map area;
(12) for discharges to surface waters, the
classification of the receiving waters and the water index number;
(13) for discharges to groundwaters, the soil
type and the depth of the water table;
(14) certification that the permittee or
prospective permittee has not been held liable in the last 10 years for the
violation of pollution control laws or regulations or certification identifying
any such violation, the nature of the offense and the status of its
disposition;
(15) engineering
reports and plans and specifications as may be required by section
750-2.10
of this Part;
(16) 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 the act;
(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 the act; and
(ix) other
relevant environmental permits, including State permits;
(17) any other relevant information that the
department deems necessary to make determinations about permitting said
discharge and which the department is authorized by Environmental Conservation
Law to require.
(b)
Dischargers that are not POTWs.
Additional application requirements for facilities that
are not POTWs for individual SPDES permits. Application requirements are set by
application forms. Requirements include:
(1) Outfall location. The latitude and
longitude to the nearest two 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 (3)
of this subdivision. 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 that contributes wastewater to the effluent for each outfall,
including process wastewater, cooling water, and stormwater runoff; the average
flow that 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, including all significant losses of water to
products and atmosphere. Processes, operations, or production areas may be
described in general terms (for example, dye-making reactor, distillation
tower). For facilities that are not POTWs, but receive wastewater or storm
water from other persons, 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. Where the flow during the permit term is
expected to differ from the historical flow, the projected flow must also be
provided.
(4) Intermittent flows.
If any of the discharges described in paragraph (3) of this subdivision are
intermittent or seasonal, a description of the frequency, duration and flow
rate of each discharge occurrence (except for storm water runoff, spillage or
leaks).
(5) Production. If an
effluent limitation guideline promulgated under section 304 of the act (see
section 750-1.25 of this Subpart) 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 must be provided. The reported measure must reflect the
actual production of the facility as described in the application form provided
by the department. Where production is expected to change during the permit
term, the projected changed production must also be provided.
(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.
(7) Effluent characteristics. Information on
the discharge of pollutants specified in this paragraph must be provided.
(i) Analytical methods. 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 40 CFR part 136 (see section 750-1.25 of this Subpart). When no
analytical method is approved under 40 CFR part 136, the applicant may request
that the department identify available analytical methodologies or use any
suitable method but must provide a description of the method.
(ii) Identical outfalls. When an applicant
has two or more outfalls with substantially identical effluents, the department
may allow the applicant to test only one outfall and report that the
quantitative data also apply to the substantially identical outfalls.
(iii) Intake pollutants. The requirements in
subparagraphs (vii) and (viii) of this paragraph 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 a result of their presence
in intake water; however, an applicant must report such pollutants as
present.
(iv) Sample type.
(a) Any mixture of process wastewater and
storm water. Grab samples must be used for pH, temperature, cyanide, volatile
organics, 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 or for discharges that take place over a two-hour or shorter period
during any one calendar day. In addition, the department 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 grab samples
will be a representative sample of the effluent being discharged. The
department may allow or establish appropriate site-specific storm water
sampling procedures or requirements that are different than those described in
this clause, provided that the monitoring results would be sufficiently
representative for the use of the resulting data.
(b) Storm water only. In accordance with
requirements set forth in 40 CFR part 122.21(g)(7) (see section
750-1.24 of this
Subpart).
(v)
Representative samples. Effluent characteristics reported in the permit
application must be representative of normal operations at the discharging
facility.
(vi) Pollutants present.
An applicant is expected to know or have reason to believe that a pollutant is
present in an effluent based on an evaluation of past practices at the site,
the expected use, production, or storage of the pollutant as listed on the
applicant's industrial chemical survey, or on any previous analyses for the
pollutant.
(vii) Conventional and
non-conventional pollutant monitoring.
(viii) Quantitative toxic pollutant
monitoring. Except as provided in subparagraph (x) of this paragraph, each
applicant must report quantitative effluent monitoring data, from analysis
performed by a laboratory certified by the State as able to perform wastewater
analysis, for the following pollutants in each outfall containing process
wastewater:
(a) for discharges from processes
in one or more industry category subject to an effluent limitation guideline in
accordance with section 307 of the act (see section 750-1.25 of this Subpart),
priority pollutants required to be tested in accordance with 40 CFR part 122
(see section 750-1.25 of this Subpart) for the applicant's industrial
category;
(b) pollutants directly
or, by an effluent limitation guideline's express terms, indirectly limited
through limitations on an indicator in the effluent limitation guideline as set
forth in 40 CFR parts 405-471 (see section 750-1.25 of this Subpart);
(c) priority pollutants the applicant knows
or has reason to believe are discharged from the outfall;
(d) other significant pollutants, subject to
department water quality standards or guidance values, with USEPA and/or
department approved analytical methods, that the applicant knows or has reason
to believe are discharged from the outfall; and
(e) other significant pollutants, with
USEPA/department promulgated analytical methods, which the applicant knows or
has reason to believe are discharged from the outfall.
(ix) Qualitative toxic pollutants reporting.
Each applicant must indicate whether it knows or has reason to believe that any
other toxic pollutants or hazardous substances 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 that pollutant.
(x) Qualitative monitoring for extremely
toxic substances. 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); 0,0-dimethyl 0-(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 and is due to or a
consequence of activities related to the facility producing the
discharge.
(8) Used or manufactured toxics. A listing of
any toxic pollutant that the applicant currently or has in the past or expects
in the future to use, store or manufacture as an intermediate or final product
or byproduct.
(9) Whole effluent
biological toxicity tests. The results of whole effluent biological toxicity
tests performed in accordance with 40 CFR part 136 or, where part 136 does not
include such methods, USEPA guidance on whole effluent toxicity testing (see
section 750-1.25 of this Subpart).
(10) Contract analyses. If a contract
laboratory or consulting firm performed any of the analyses required by
paragraph (a)(7) of this section, the identity of each laboratory or firm and
the analyses performed.
(11) Water
supply. The applicant shall provide the name and type of each water supply
source as well as the volume of flow from each of the water supply sources from
which the wastewater is derived.
(12) Outfall configuration. The applicant
shall provide a description of the outfall configuration for each outfall. The
description shall provide sufficient information so that the department can
analyze the effect of the discharge on the receiving waters.
(13) Water treatment chemicals. For each
outfall, the applicant shall provide or cause to be provided, detailed
information on each water treatment chemical used that could be discharged from
that outfall. Such information shall include but not be limited to the name,
the manufacturer, the dosage rates, the ingredients, the toxicity and measures
taken to minimize water treatment chemical discharge.
(14) Certification that the permittee or
prospective permittee has not been held liable in the last 10 years for the
violation of pollution control laws or regulations or certification identifying
any such violation, the nature of the offense and the status of its
deposition.
(15) Engineering
reports and plans and specifications as may be required by section
750-2.10
of this Part.
(16) Additional
information. In addition to the information reported on the application form,
applicants shall provide to the department, upon request, such other
information as the department may reasonably, as authorized under Environmental
Conservation Law, require to assess the discharges of the facility and to
determine whether to issue a SPDES permit. The additional information may
include additional quantitative data and bioassays to assess there lative
toxicity of discharges to aquatic life and requirements to determine the cause
of the toxicity.
(c)
Concentrated animal feeding operations.
Concentrated animal feeding operations and aquatic
animal production facilities. Application requirements are set by application
forms. Requirements include those set forth in 40 CFR part 122.21(i) (see
section 750-1.25 of this Subpart) and 6 NYCRR Part 621.
(d)
Publicly owned treatment
works.
Application requirements are set by application forms.
Requirements include:
(1) those set
forth in
40
CFR 122.21(j);
(2) evidence that up-to-date, effective, and
duly enacted sewer use laws are in place and being enforced throughout the POTW
service area;
(3) a demonstration
that the POTW has an approved method of residuals disposal in compliance with
Parts 360 and 364 of this Title;
(4) for POTWs receiving industrial waste,
evidence that it is operating (or implementing) its industrial pretreatment
program, if such a program is required under this Part, in accordance with
section
651.53(f)
of this Title.
(e)
New facilities.
Any new facilities that are applying for a SPDES permit
must obtain a permit prior to discharge and may be required to submit the same
information required of existing facilities under this section, except that new
facilities may be required to submit projected or estimated data in lieu of
actual measurements. New facilities must also include the expected discharge
date and any engineering reports for the facility.