9VAC25-31-100. Application for a permit.

A. Duty to apply. The following shall submit a complete application to the department in accordance with this section. The requirements for concentrated animal feeding operations are described in subdivisions C 1 and 2 of 9VAC25-31-130.

1. Any person who discharges or proposes to discharge pollutants; and

2. Any person who owns or operates a sludge-only facility whose biosolids use or sewage sludge disposal practice is regulated by 9VAC25-31-420 through 9VAC25-31-720 and who does not have an effective permit.

B. Exceptions. The following are not required to submit a complete application to the department in accordance with this section unless the department requires otherwise:

1. Persons covered by general permits;

2. Persons excluded from the requirement for a permit by this chapter; or

3. A user of a privately owned treatment works.

C. Who applies.

1. The owner of the facility or operation.

2. 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.

3. Notwithstanding the requirements of subdivision 2 of this subsection, biosolids land application by the operator may be authorized by the owner's permit.

D. 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 department. Facilities proposing a new discharge of stormwater associated with industrial activity shall submit an application 180 days before that facility commences industrial activity that may result in a discharge of stormwater associated with that industrial activity. 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 180-day requirement to avoid delay. New discharges composed entirely of stormwater, other than those dischargers identified in 9VAC25-31-120 A 1, shall apply for and obtain a permit according to the application requirements in 9VAC25-31-120 B.

2. All TWTDS whose biosolids use or sewage sludge disposal practices are regulated by 9VAC25-31-420 through 9VAC25-31-720 must submit permit applications according to the applicable schedule in subdivision 2 a or b of this subsection.

a. A TWTDS with a currently effective VPDES permit must submit a permit application at the time of its next VPDES permit renewal application. Such information must be submitted in accordance with subsection D of this section.

b. Any other TWTDS not addressed under subdivision 2 a of this subsection must submit the information listed in subdivisions 2 b (1) through (5) of this subsection to the department within one year after publication of a standard applicable to its biosolids use or sewage sludge disposal practice or practices, using a form provided by the department. The department will determine when such TWTDS must submit a full permit application.

(1) The TWTDS's name, mailing address, location, and status as federal, state, private, public, or other entity;

(2) The applicant's name, address, telephone number, email address, and ownership status;

(3) A description of the biosolids use or sewage sludge disposal practices. Unless the biosolids meets the requirements of subdivision Q 9 d of this section, the description must include the name and address of any facility where biosolids or sewage sludge is sent for treatment or disposal and the location of any land application sites;

(4) Annual amount of sewage sludge generated, treated, used or disposed (estimated dry weight basis); and

(5) The most recent data the TWTDS may have on the quality of the biosolids or sewage sludge.

c. Notwithstanding subdivision 2 a or b of this subsection, the department may require permit applications from any TWTDS at any time if the department 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.

d. Any TWTDS that commences operations after promulgation of an applicable standard for biosolids use or sewage sludge disposal shall submit an application to the department at least 180 days prior to the date proposed for commencing operations.

E. Duty to reapply. All permittees 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 department. The department shall not grant permission for applications to be submitted later than the expiration date of the existing permit.

F. Completeness.

1. The department shall not issue a permit before receiving a complete application for a permit except for VPDES general permits. An application for a permit is complete when the department receives an application form and any supplemental information that are completed to its 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.

2. No application for a VPDES permit to discharge sewage into or adjacent to state waters from a privately owned treatment works serving, or designed to serve, 50 or more residences shall be considered complete unless the applicant has provided the department with notification from the State Corporation Commission that the applicant is incorporated in the Commonwealth and is in compliance with all regulations and relevant orders of the State Corporation Commission.

3. No application for a new individual VPDES permit authorizing a new discharge of sewage, industrial wastes, or other wastes shall be considered complete unless it contains notification from the county, city, or town in which the discharge is to take place that the location and operation of the discharging facility are consistent with applicable ordinances adopted pursuant to Chapter 22 (§ 15.2-2200 et seq.) of Title 15.2 of the Code of Virginia. The county, city, or town shall inform in writing the applicant and the department of the discharging facility's compliance or noncompliance not more than 30 days from receipt by the chief administrative officer, or his agent, of a request from the applicant. Should the county, city, or town fail to provide such written notification within 30 days, the requirement for such notification is waived. The provisions of this subsection shall not apply to any discharge for which a valid VPDES permit had been issued prior to March 10, 2000.

4. A permit application shall not be considered complete if the department has waived application requirements under subsection K 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.

5. Except as specified in subdivision 5 a of this subsection, a permit application shall not be considered complete unless all required quantitative data are collected in accordance with sufficiently sensitive analytical methods approved under 40 CFR Part 136 or required under 40 CFR Chapter I, Subchapter N (Effluent Guidelines and Standards) or O (Sewage Sludge).

a. For the purposes of this requirement, a method approved under 40 CFR Part 136 or required under 40 CFR Chapter I, Subchapter N or O is "sufficiently sensitive" when:

(1) The method minimum level (ML) is at or below the level of the applicable water quality criterion for the measured pollutant or pollutant parameter;

(2) The method ML is above the applicable water quality criterion, but the amount of the pollutant or pollutant parameter in a facility's discharge is high enough that the method detects and quantifies the level of the pollutant or pollutant parameter in the discharge; or

(3) The method has the lowest ML of the analytical methods approved under 40 CFR Part 136 or required under 40 CFR Chapter I, Subchapter N or O for the measured pollutant or pollutant parameter.

b. When there is no analytical method that has been approved under 40 CFR 136, required under 40 CFR Chapter I, Subchapter N or O, and is not otherwise required by the director, the applicant may use any suitable method but shall provide a description of the method. When selecting a suitable method, other factors such as a method's precision, accuracy, or resolution, may be considered when assessing the performance of the method.

6. In accordance with § 62.1-44.19:3 A of the Code of Virginia, no application for a permit or variance to authorize the storage of biosolids shall be complete unless it contains certification from the governing body of the locality in which the biosolids is to be stored that the storage site is consistent with all applicable ordinances. The governing body shall confirm or deny consistency within 30 days of receiving a request for certification. If the governing body does not so respond, the site shall be deemed consistent.

7. No application for a permit to land apply biosolids in accordance with Part VI (9VAC25-31-420 et seq.) of this chapter shall be complete unless it includes the written consent of the landowner to apply biosolids on his property.

G. Information requirements. All applicants for VPDES permits, other than POTWs and other TWTDS, shall provide the following information to the department, using the application form provided by the department (additional information required of applicants is set forth in subsections H through L and Q through R of this section).

1. The activities conducted by the applicant that require it to obtain a VPDES permit;

2. Name, mailing address, and location of the facility for which the application is submitted;

3. Up to four SIC and NAICS codes that best reflect the principal products or services provided by the facility;

4. The operator's name, address, telephone number, email address, 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:

a. Hazardous Waste Management program under RCRA (42 USC § 6921);

b. UIC program under SDWA (42 USC § 300h);

c. VPDES program under the CWA and the law;

d. Prevention of Significant Deterioration (PSD) program under the Clean Air Act (42 USC § 4701 et seq.);

e. Nonattainment program under the Clean Air Act (42 USC § 4701 et seq.);

f. National Emission Standards for Hazardous Pollutants (NESHAPS) preconstruction approval under the Clean Air Act (42 USC § 4701 et seq.);

g. Ocean dumping permits under the Marine Protection Research and Sanctuaries Act (33 USC § 14 et seq.);

h. Dredge or fill permits under § 404 of the CWA; and

i. 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;

9. An indication of whether the facility uses cooling water and the source of the cooling water; and

10. An indication of whether the facility is requesting any of the variances in subsection M of this section, if known at the time of application.

H. Application requirements for existing manufacturing, commercial, mining, and silvicultural dischargers. Existing manufacturing, commercial mining, and silvicultural dischargers applying for VPDES permits, except for those facilities subject to the requirements of subsection I of this section, shall provide the following information to the department, using application forms provided by the department.

1. The latitude and longitude of each outfall to the nearest 15 seconds and the name of the receiving water.

2. 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 subdivision 3 of this subsection. 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. 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 run-off; 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. 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 stormwater may be estimated. The basis for the rainfall event and the method of estimation must be indicated.

4. If any of the discharges described in subdivision 3 of this subsection are intermittent or seasonal, a description of the frequency, duration and flow rate of each discharge occurrence (except for stormwater run-off, spillage, or leaks).

5. If an effluent guideline promulgated under § 304 of the 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 9VAC25-31-230 B 2.

6. 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. Information on the discharge of pollutants specified in this subdivision (except information on stormwater discharges that is to be provided as specified in 9VAC25-31-120).

a. 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 unless use of another method is required under 40 CFR Subchapter N or O. 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 department may allow the applicant to test only one outfall and report that the quantitative data also apply to the substantially identical outfalls. The requirements in subdivisions 7 e and f of this subsection 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. When this subdivision requires analysis of pH, temperature, cyanide, total phenols, residual chlorine, oil and grease, fecal coliform (including E. coli) and Enterococci (previously known as fecal streptococcus at 40 CFR 122.26 (d)(2)(iii)(A)(3)), or volatile organics, grab samples must be collected for those pollutants. For all other pollutants, a 24-hour composite sample, using a minimum of four grab samples, must be used unless specified otherwise at 40 CFR 136. 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 stormwater discharges, 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. Results of analyses of individual grab samples for any parameter may be averaged to obtain the daily average. Grab samples that are not required to be analyzed immediately (see Table II at 40 CFR 136.3 (e)) may be composited in the laboratory, provided that container, preservation, and holding time requirements are met (see Table II at 40 CFR 136.3(e)) and that sample integrity is not compromised by compositing.

b. For stormwater 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% 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 stormwater 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 15 minutes (applicants submitting permit applications for stormwater discharges under 9VAC25-31-120 C 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 department). However, a minimum of one grab sample may be taken for stormwater 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 stormwater discharge samples taken from discharges associated with industrial activities, quantitative data must be reported for the grab sample taken during the first 30 minutes (or as soon thereafter as practicable) of the discharge for all pollutants specified in 9VAC25-31-120 B 1. For all stormwater permit applicants taking flow-weighted composites, quantitative data must be reported for all pollutants specified in 9VAC25-31-120 except pH, temperature, cyanide, total phenols, residual chlorine, oil and grease, fecal coliform, and fecal streptococcus. The department 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 40 CFR Part 136, and additional time for submitting data on a case-by-case basis. An applicant is expected to know or have reason to believe that 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 stormwater run-off from the facility.)

c. Every applicant must report quantitative data for every outfall for the following pollutants:

(1) Biochemical oxygen demand (BOD₅);

(2) Chemical oxygen demand;

(3) Total organic carbon;

(4) Total suspended solids;

(5) Ammonia (as N);

(6) Temperature (both winter and summer); and

(7) pH.

d. The department may waive the reporting requirements for individual point sources or for a particular industry category for one or more of the pollutants listed in subdivision 7 c of this subsection 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.

e. Each applicant with processes in one or more primary industry category (see 40 CFR Part 122 Appendix A) contributing to a discharge must report quantitative data for the following pollutants in each outfall containing process wastewater, except as indicated in subdivisions 7 e (3), (4), and (5) of this subsection:

(1) The organic toxic pollutants in the fractions designated in Table I of 40 CFR Part 122 Appendix D for the applicant's industrial category or categories unless the applicant qualifies as a small business under subdivision 8 of this subsection. Table II of 40 CFR Part 122 Appendix D lists the organic toxic pollutants in each fraction. The fractions result from the sample preparation required by the analytical procedure that 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.

(2) The pollutants listed in Table III of 40 CFR Part 122 Appendix D (the toxic metals, cyanide, and total phenols).

(3) Subdivision H 7 e (1) of this section and the corresponding portions of the VPDES Application Form 2C are suspended as they apply to coal mines.

(4) Subdivision H 7 e (1) of this section and the corresponding portions of Item V-C of the VPDES Application Form 2C are suspended 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 (40 CFR Part 440, Subpart B) and testing and reporting for all four fractions in all other subcategories of this industrial category.

(5) Subdivision H 7 e (1) of this section and the corresponding portions of Item V-C of the VPDES Application Form 2C are suspended 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 waste streams of the Steam Electric Power Plant industrial category.

f. Each applicant must indicate whether it knows or has reason to believe that any of the pollutants in Table IV of 40 CFR Part 122 Appendix D (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 that 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.

g. 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 40 CFR Part 122 Appendix D (the toxic pollutants and total phenols) for which quantitative data are not otherwise required under subdivision 7 e of this subsection, is 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 subdivision 8 of this subsection is not required to analyze for pollutants listed in Table II of 40 CFR Part 122 Appendix D (the organic toxic pollutants).

h. Each applicant must indicate whether it knows or has reason to believe that any of the pollutants in Table V of 40 CFR Part 122 Appendix D (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.

i. 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:

(1) 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

(2) Knows or has reason to believe that TCDD is or may be present in an effluent.

j. Where quantitative data are required in subdivisions H 7 a through i of this section, existing data may be used, if available, in lieu of sampling done solely for the purpose of the application, provided that all data requirements are met; sampling was performed, collected, and analyzed no more than four and one-half years prior to submission; all data are representative of the discharge; and all available representative data are considered in the values reported.

8. An applicant that qualifies as a small business under one of the following criteria is exempt from the requirements in subdivision 7 e (1) or 7 f of this subsection to submit quantitative data for the pollutants listed in Table II of 40 CFR Part 122 Appendix D (the organic toxic pollutants):

a. For coal mines, a probable total annual production of less than 100,000 tons per year; or

b. For all other applicants, gross total annual sales averaging less than $100,000 per year (in second quarter 1980 dollars).

9. A listing of any toxic pollutant that the applicant currently uses or manufactures as an intermediate or final product or byproduct. The department 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 department has adequate information to issue the permit.

10. Reserved.

11. An identification of any biological toxicity tests that the applicant knows or has reason to believe have been made within the last three years on any of the applicant's discharges or on a receiving water in relation to a discharge.

12. If a contract laboratory or consulting firm performed any of the analyses required by subdivision 7 of this subsection, the identity of each laboratory or firm and the analyses performed.

13. In addition to the information reported on the application form, applicants shall provide to the department, at its request, such other information, including pertinent plans, specifications, maps and such other relevant information as may be required, in scope and details satisfactory to the department, as the department may reasonably require to assess the discharges of the facility and to determine whether to issue a VPDES 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.

I. Application requirements for manufacturing, commercial, mining and silvicultural facilities that discharge only nonprocess wastewater. Except for stormwater discharges, all manufacturing, commercial, mining, and silvicultural dischargers applying for VPDES permits that discharge only nonprocess wastewater not regulated by an effluent limitations guideline or new source performance standard shall provide the following information to the department using application forms provided by the department:

1. Outfall number, latitude and longitude to the nearest 15 seconds, and the name of the receiving water;

2. Date of expected commencement of discharge;

3. 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;

4. a. Quantitative data for the pollutants or parameters listed below, unless testing is waived by the department. 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. When analysis of pH, temperature, residual chlorine, oil and grease, or fecal coliform (including E. coli), and Enterococci (previously known as fecal streptococcus) and volatile organics is required in subdivisions I 4 a (1) through (11) of this section, grab samples must be collected for those pollutants. For all other pollutants, a 24-hour composite sample, using a minimum of four grab samples, must be used unless specified otherwise at 40 CFR Part 136. For a composite sample, only one analysis of the composite of aliquots is required. 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.

(1) Biochemical oxygen demand (BOD₅).

(2) Total suspended solids (TSS).

(3) Fecal coliform (if believed present or if sanitary waste is or will be discharged).

(4) Total residual chlorine (if chlorine is used).

(5) Oil and grease.

(6) Chemical oxygen demand (COD) (if noncontact cooling water is or will be discharged).

(7) Total organic carbon (TOC) (if noncontact cooling water is or will be discharged).

(8) Ammonia (as N).

(9) Discharge flow.

(10) pH.

(11) Temperature (winter and summer).

b. The department may waive the testing and reporting requirements for any of the pollutants or flow listed in subdivision 4 a of this subsection if the applicant submits a request for such a waiver before or with his application that demonstrates that information adequate to support issuance of a permit can be obtained through less stringent requirements.

c. If the applicant is a new discharger, he must submit the information required in subdivision 4 a of this subsection by providing quantitative data in accordance with that section no later than two years after commencement of discharge. However, the applicant need not submit testing results that he has already performed and reported under the discharge monitoring requirements of his VPDES permit.

d. The requirements of subdivisions 4 a and 4 c of this subsection 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 9VAC25-31-230 G are met;

5. A description of the frequency of flow and duration of any seasonal or intermittent discharge (except for stormwater run-off, leaks, or spills);

6. A brief description of any treatment system used or to be used;

7. Any additional information the applicant wishes to be considered, such as influent data for the purpose of obtaining net credits pursuant to 9VAC25-31-230 G;

8. Signature of certifying official under 9VAC25-31-110; and

9. Pertinent plans, specifications, maps and such other relevant information as may be required, in scope and details satisfactory to the department.

J. Application requirements for new and existing concentrated animal feeding operations and aquatic animal production facilities. New and existing concentrated animal feeding operations and concentrated aquatic animal production facilities shall provide the following information to the department, using the application form provided by the department:

1. For concentrated animal feeding operations:

a. The name of the owner or operator;

b. The facility location and mailing address;

c. Latitude and longitude of the production area (entrance to the production area);

d. A topographic map of the geographic area in which the CAFO is located showing the specific location of the production area, in lieu of the requirements of subdivision G 7 of this section;

e. Specific information about the number and type of animals, whether in open confinement or housed under roof (beef cattle, broilers, layers, swine weighing 55 pounds or more, swine weighing less than 55 pounds, mature dairy cows, dairy heifers, veal calves, sheep and lambs, horses, ducks, turkeys, other);

f. The type of containment and storage (anaerobic lagoon, roofed storage shed, storage ponds, underfloor pits, above ground storage tanks, below ground storage tanks, concrete pad, impervious soil pad, other) and total capacity for manure, litter, and process wastewater storage (tons/gallons);

g. The total number of acres under control of the applicant available for land application of manure, litter, or process wastewater;

h. Estimated amounts of manure, litter, and process wastewater generated per year (tons/gallons); and

i. For CAFOs required to seek coverage under a permit after December 31, 2009, a nutrient management plan that at a minimum satisfies the requirements specified in subsection E of 9VAC25-31-200 and subdivision C 5 of 9VAC25-31-130, including, for all CAFOs subject to 40 CFR Part 412 Subpart C or Subpart D, the requirements of 40 CFR 412.4(c), as applicable.

2. For concentrated aquatic animal production facilities:

a. The maximum daily and average monthly flow from each outfall;

b. The number of ponds, raceways, and similar structures;

c. The name of the receiving water and the source of intake water;

d. For each species of aquatic animals, the total yearly and maximum harvestable weight;

e. The calendar month of maximum feeding and the total mass of food fed during that month; and

f. Pertinent plans, specifications, maps and such other relevant information as may be required, in scope and details satisfactory to the department.

K. Application requirements for new and existing POTWs and treatment works treating domestic sewage. Unless otherwise indicated, all POTWs and other dischargers designated by the department must provide to the department, at a minimum, the information in this subsection using an application form provided by the department. 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 department. The department may waive any requirement of this subsection if it has access to substantially identical information. The department may also waive any requirement of this subsection 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 department's justification for the waiver. A regional administrator's disapproval of the department's proposed waiver does not constitute final agency action but does provide notice to the department and permit applicant that EPA may object to any department-issued permit issued in the absence of the required information.

1. All applicants must provide the following information:

a. Name, mailing address, and location of the facility for which the application is submitted;

b. Name, mailing address, telephone number, and email address of the applicant and indication as to whether the applicant is the facility's owner, operator, or both;

c. Identification of all environmental permits or construction approvals received or applied for (including dates) under any of the following programs:

(1) Hazardous Waste Management program under the Resource Conservation and Recovery Act (RCRA), Subpart C;

(2) Underground Injection Control program under the Safe Drinking Water Act (SDWA);

(3) NPDES program under the Clean Water Act (CWA);

(4) Prevention of Significant Deterioration (PSD) program under the Clean Air Act;

(5) Nonattainment program under the Clean Air Act;

(6) National Emission Standards for Hazardous Air Pollutants (NESHAPS) preconstruction approval under the Clean Air Act;

(7) Ocean dumping permits under the Marine Protection Research and Sanctuaries Act;

(8) Dredge or fill permits under § 404 of the CWA; and

(9) Other relevant environmental permits, including state permits;

d. 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;

e. Information concerning whether the facility is located in Indian country and whether the facility discharges to a receiving stream that flows through Indian country;

f. 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 three years;

g. Identification of types of collection systems 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;

h. The following information for outfalls to surface waters and other discharge or disposal methods:

(1) For effluent discharges to surface waters, the total number and types of outfalls (e.g., treated effluent, combined sewer overflows, bypasses, constructed emergency overflows);

(2) For wastewater discharged to surface impoundments:

(a) The location of each surface impoundment;

(b) The average daily volume discharged to each surface impoundment; and

(3) For wastewater applied to the land:

(a) The location of each land application site;

(b) The size of each land application site, in acres;

(d) Whether land application is continuous or intermittent;

(4) For effluent sent to another facility for treatment prior to discharge:

(a) The means by which the effluent is transported;

(b) The name, mailing address, contact person, phone number, and email address of the organization transporting the discharge, if the transport is provided by a party other than the applicant;

(c) The name, mailing address, contact person, phone number, email address, and VPDES permit number (if any) of the receiving facility; and

(d) The average daily flow rate from this facility into the receiving facility, in millions of gallons per day; and

(5) For wastewater disposed of in a manner not included in subdivisions 1 h (1) through (4) of this subsection (e.g., underground percolation, underground injection):

(a) A description of the disposal method, including the location and size of each disposal site, if applicable;

(b) The annual average daily volume disposed of by this method, in gallons per day; and

i. An indication of whether applicant is operating under or requesting to operate under a variance as specified in subsection N of this section, if known at the time of application.

2. All applicants with a design flow greater than or equal to 0.1 mgd must provide the following information:

a. The current average daily volume of inflow and infiltration, in gallons per day, and steps the facility is taking to minimize inflow and infiltration;

b. 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:

(1) Treatment plant area and unit processes;

(2) 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;

(3) Each well where fluids from the treatment plant are injected underground;

(4) 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;

(5) Sewage sludge management facilities (including on-site treatment, storage, and disposal sites); and

(6) Location at which waste classified as hazardous under RCRA enters the treatment plant by truck, rail, or dedicated pipe;

c. Process flow diagram or schematic:

(1) 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

(2) A narrative description of the diagram; and

d. The following information regarding scheduled improvements:

(1) The outfall number of each outfall affected;

(2) A narrative description of each required improvement;

(3) Scheduled or actual dates of completion for the following:

(a) Commencement of construction;

(b) Completion of construction;

(d) Attainment of operational level; and

(4) A description of permits and clearances concerning other federal or state requirements.

3. Each applicant must provide the following information for each outfall, including bypass points, through which effluent is discharged, as applicable:

a. The following information about 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;

(4) Distance from shore and depth below surface;

(5) Average daily flow rate, in million gallons per day;

(6) The following information for each outfall with a seasonal or periodic discharge:

(a) Number of times per year the discharge occurs;

(b) Duration of each discharge;

(d) Months in which discharge occurs; and

(7) Whether the outfall is equipped with a diffuser and the type (e.g., high-rate) of diffuser used.

b. The following information, if known, for each outfall through which effluent is discharged to surface waters:

(1) Name of receiving water;

(2) Name of watershed/river/stream system and United States Soil Conservation Service 14-digit watershed code;

(3) Name of State Management/River Basin and United States Geological Survey 8-digit hydrologic cataloging unit code; and

(4) Critical flow of receiving stream and total hardness of receiving stream at critical low flow (if applicable).

c. The following information describing the treatment provided for discharges from each outfall to surface waters:

(1) The highest level of treatment (e.g., primary, equivalent to secondary, secondary, advanced, other) that is provided for the discharge for each outfall and:

(a) Design biochemical oxygen demand (BOD₅ or CBOD₅) removal (percent);

(b) Design suspended solids (SS) removal (percent); and, where applicable;

(d) Design nitrogen (N) removal (percent); and

(e) Any other removals that an advanced treatment system is designed to achieve.

(2) 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.

a. As provided in subdivisions 4 b through 4 k of this subsection, all applicants must submit to the department effluent monitoring information for samples taken from each outfall through which effluent is discharged to surface waters, except for CSOs. The department 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 department may also allow applicants to composite samples from one or more outfalls that discharge into the same mixing zone. For POTWs applying prior to commencement of discharge, data shall be submitted no later than 24 months after the commencement of discharge;

b. All applicants must sample and analyze for the following pollutants:

(1) Biochemical oxygen demand (BOD₅ or CBOD₅);

(2) Fecal coliform;

(3) Design flow rate;

(4) pH;

(5) Temperature; and

(6) Total suspended solids.

c. All applicants with a design flow greater than or equal to 0.1 mgd must sample and analyze for the following pollutants:

(1) Ammonia (as N);

(2) Chlorine (total residual, TRC);

(3) Dissolved oxygen;

(4) Nitrate/Nitrite;

(5) Kjeldahl nitrogen;

(6) Oil and grease;

(7) Phosphorus; and

(8) Total dissolved solids.

d. 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.

e. All POTWs with a design flow rate equal to or greater than one million gallons per day, all POTWs with approved pretreatment programs or POTWs required to develop a pretreatment program, and other POTWs, as required by the department must sample and analyze for the pollutants listed in Table 2 of 40 CFR Part 122 Appendix J, and for any other pollutants for which the department or EPA have established water quality standards applicable to the receiving waters.

f. The department may require sampling for additional pollutants, as appropriate, on a case-by-case basis.

g. Applicants must provide data from a minimum of three samples taken within 4-1/2 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 department may require additional samples, as appropriate, on a case-by-case basis.

h. All existing data for pollutants specified in subdivisions 4 b through 4 f of this subsection that is collected within 4-1/2 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.

i. 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 VPDES permit. When analysis of pH, temperature, cyanide, total phenols, residual chlorine, oil and grease, fecal coliform (including E. coli), or volatile organics is required in subdivisions K 4 b, c, and e of this section, grab samples must be collected for those pollutants. 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.

j. The effluent monitoring data provided must include at least the following information for each parameter:

(1) Maximum daily discharge, expressed as concentration or mass, based upon actual sample values;

(2) Average daily discharge for all samples, expressed as concentration or mass, and the number of samples used to obtain this value;

(3) The analytical method used; and

(4) The threshold level (i.e., method detection limit, minimum level, or other designated method endpoints) for the analytical method used.

k. Unless otherwise required by the department, metals must be reported as total recoverable.

5. Effluent monitoring for whole effluent toxicity.

a. All applicants must provide an identification of any whole effluent toxicity tests conducted during the 4-1/2 years prior to the date of the application on any of the applicant's discharges or on any receiving water near the discharge. For POTWs applying prior to commencement of discharge, data shall be submitted no later than 24 months after the commencement of discharge.

b. As provided in subdivisions 5 c through i of this subsection, the following applicants must submit to the department 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:

(1) All POTWs with design flow rates greater than or equal to one million gallons per day;

(2) All POTWs with approved pretreatment programs or POTWs required to develop a pretreatment program;

(3) Other POTWs, as required by the department, based on consideration of the following factors:

(a) 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);

(b) The ratio of effluent flow to receiving stream flow;

(c) Existing controls on point or nonpoint sources, including total maximum daily load calculations for the receiving stream segment and the relative contribution of the POTW;

(d) Receiving stream characteristics, including possible or known water quality impairment, and whether the POTW discharges to a coastal water, or a water designated as an outstanding natural resource water; or

(e) Other considerations (including the history of toxic impacts and compliance problems at the POTW) that the department determines could cause or contribute to adverse water quality impacts.

c. Where the POTW has two or more outfalls with substantially identical effluent discharging to the same receiving stream segment, the department may allow applicants to submit whole effluent toxicity data for only one outfall on a case-by-case basis. The department may also allow applicants to composite samples from one or more outfalls that discharge into the same mixing zone.

d. Each applicant required to perform whole effluent toxicity testing pursuant to subdivision 5 b of this subsection must provide:

(1) Results of a minimum of four quarterly tests for a year, from the year preceding the permit application; or

(2) Results from four tests performed at least annually in the 4-1/2 year period prior to the application, provided the results show no appreciable toxicity using a safety factor determined by the department.

e. 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. The department recommends that applicants conduct acute or chronic testing based on the following dilutions: (i) acute toxicity testing if the dilution of the effluent is greater than 100:1 at the edge of the mixing zone or (ii) chronic toxicity testing if the dilution of the effluent is less than or equal to 100:1 at the edge of the mixing zone.

f. Each applicant required to perform whole effluent toxicity testing pursuant to subdivision 5 b of this subsection must provide the number of chronic or acute whole effluent toxicity tests that have been conducted since the last permit reissuance.

g. Applicants must provide the results using the form provided by the department, or test summaries if available and comprehensive, for each whole effluent toxicity test conducted pursuant to subdivision 5 b of this subsection for which such information has not been reported previously to the department.

h. Whole effluent toxicity testing conducted pursuant to subdivision 5 b of this subsection must be conducted using methods approved under 40 CFR Part 136, as directed by the department.

i. For whole effluent toxicity data submitted to the department within 4-1/2 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.

j. Each POTW required to perform whole effluent toxicity testing pursuant to subdivision 5 b of this subsection 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 4-1/2 years revealed toxicity.

6. Applicants must submit the following information about industrial discharges to the POTW:

a. Number of significant industrial users (SIUs) and nonsignificant categorical industrial users (NSCIUs), including SIUs and NSCIUs that truck or haul waste, discharging to the POTW; and

b. POTWs with one or more SIUs shall provide the following information for each SIU, as defined in 9VAC25-31-10, that discharges to the POTW:

(1) Name and mailing address;

(2) Description of all industrial processes that affect or contribute to the SIU's discharge;

(3) Principal products and raw materials of the SIU that affect or contribute to the SIU's discharge;

(4) Average daily volume of wastewater discharged, indicating the amount attributable to process flow and nonprocess flow;

(5) Whether the SIU is subject to local limits;

(6) Whether the SIU is subject to categorical standards and, if so, under which category and subcategory; and

(7) Whether any problems at the POTW (e.g., upsets, pass through, interference) have been attributed to the SIU in the past 4-1/2 years.

c. The information required in subdivisions 6 a and b of this subsection may be waived by the department for POTWs with pretreatment programs if the applicant has submitted either of the following that contain information substantially identical to that required in subdivisions 6 a and b of this subsection:

(1) An annual report submitted within one year of the application; or

(2) 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:

a. 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:

(1) The method by which the waste is received (i.e., whether by truck, rail, or dedicated pipe); and

(2) The hazardous waste number and amount received annually of each hazardous waste.

b. 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 § 3004(u) or 3008(h) of RCRA, the applicant must report the following:

(1) The identity and description of the site or facility at which the wastewater originates;

(2) The identities of the wastewater's hazardous constituents, as listed in Appendix VIII of 40 CFR Part 261, if known; and

(3) The extent of treatment, if any, the wastewater receives or will receive before entering the POTW.

c. Applicants are exempt from the requirements of subdivision 7 b of this subsection if they receive no more than 15 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. Each applicant with combined sewer systems must provide the following information:

a. The following information regarding the combined sewer system:

(1) A map indicating the location of the following:

(a) All CSO discharge points;

(b) Sensitive use areas potentially affected by CSOs (e.g., beaches, drinking water supplies, shellfish beds, sensitive aquatic ecosystems, and outstanding national resource waters); and

(2) A diagram of the combined sewer collection system that includes the following information:

(a) The location of major sewer trunk lines, both combined and separate sanitary;

(b) The locations of points where separate sanitary sewers feed into the combined sewer system;

(d) The locations of flow-regulating devices; and

(e) The locations of pump stations.

b. The following information for each CSO discharge point covered by the permit application:

(1) The following information on each outfall:

(a) Outfall number;

(b) State, county, and city or town in which outfall is located;

(d) Distance from shore and depth below surface;

(e) 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, or (v) CSO frequency; and

(f) The number of storm events monitored in the past year;

(2) The following information about CSO overflows from each outfall:

(a) The number of events in the past year;

(b) The average duration per event, if available;

(d) The minimum rainfall that caused a CSO event, if available, in the last year;

(3) The following information about receiving waters:

(a) Name of receiving water;

(b) Name of watershed/stream system and the United States Soil Conservation Service watershed (14-digit) code, if known; and

(c) Name of State Management/River Basin and the United States Geological Survey hydrologic cataloging unit (8-digit) code, if known; and

(4) 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. All applicants must provide the name, mailing address, telephone number, email address, and responsibilities of all contractors responsible for any operational or maintenance aspects of the facility.

10. All applications must be signed by a certifying official in compliance with 9VAC25-31-110.

11. Pertinent plans, specifications, maps and such other relevant information as may be required, in scope and details satisfactory to the department.

L. Application requirements for new sources and new discharges. New manufacturing, commercial, mining and silvicultural dischargers applying for VPDES permits (except for new discharges of facilities subject to the requirements of subsection I of this section or new discharges of stormwater associated with industrial activity that are subject to the requirements of 9VAC25-31-120 B 1 and this subsection) shall provide the following information to the department, using the application forms provided by the department:

1. The expected outfall location in latitude and longitude to the nearest 15 seconds and the name of the receiving water;

2. The expected date of commencement of discharge;

3. a. 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;

b. A line drawing of the water flow through the facility with a water balance as described in subdivision H 2;

c. 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 run-off, spillage, or leaks);

4. If a new source performance standard promulgated under § 306 of the 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 for each of the first three years. Alternative estimates may also be submitted if production is likely to vary;

5. The requirements in subdivisions I 4 a, b, and c 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 for the presence of pollutants in intake water if the requirements of 9VAC25-31-230 G are met. All levels (except for discharge flow, temperature, and pH) must be estimated as concentration and as total mass.

a. Each applicant must report estimated daily maximum, daily average, and source of information for each outfall for the following pollutants or parameters. The department 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 that demonstrates that information adequate to support issuance of the permit can be obtained through less stringent reporting requirements:

(1) Biochemical oxygen demand (BOD).

(2) Chemical oxygen demand (COD).

(3) Total organic carbon (TOC).

(4) Total suspended solids (TSS).

(5) Flow.

(6) Ammonia (as N).

(7) Temperature (winter and summer).

(8) pH.

b. 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 40 CFR Part 122 Appendix D (certain conventional and nonconventional pollutants).

c. 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:

(1) The pollutants listed in Table III of 40 CFR Part 122 Appendix D (the toxic metals, in the discharge from any outfall, Total cyanide, and total phenols);

(2) The organic toxic pollutants in Table II of 40 CFR Part 122 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.

d. 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:

(1) 2,4,5-trichlorophenoxy acetic acid (2,4,5-T) (CAS #93-76-5);

(2) 2-(2,4,5-trichlorophenoxy) propanoic acid (Silvex, 2,4,5-TP) (CAS #93-72-1);

(3) 2-(2,4,5-trichlorophenoxy) ethyl 2,2-dichloropropionate (Erbon) (CAS #136-25-4);

(4) 0,0-dimethyl 0-(2,4,5-trichlorophenyl) phosphorothioate (Ronnel) (CAS #299-84-3);

(5) 2,4,5-trichlorophenol (TCP) (CAS #95-95-4); or

(6) Hexachlorophene (HCP) (CAS #70-30-4);

e. Each applicant must report any pollutants listed in Table V of 40 CFR Part 122 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).

f. No later than 24 months after the commencement of discharge from the proposed facility, the applicant is required to submit the information required in subsection H of this section. However, the applicant need not complete those portions of subsection H of this section requiring tests that have already been performed and reported under the discharge monitoring requirements of the VPDES permit;

6. 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. Any optional information the permittee wishes to have considered;

8. Signature of certifying official under 9VAC25-31-110; and

9. Pertinent plans, specifications, maps, and such other relevant information as may be required, in scope and details satisfactory to the department.

M. Variance requests by non-POTWs. A discharger that 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 subsection:

1. Fundamentally different factors.

a. 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:

(1) For a request from best practicable control technology currently available (BPT), by the close of the public comment period for the draft permit; or

(2) For a request from best available technology economically achievable (BAT) or best conventional pollutant control technology (BCT), by no later than:

(a) 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

(b) 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.

b. The request shall explain how the requirements of the applicable regulatory or statutory criteria have been met.

2. A request for a variance from the BAT requirements for CWA § 301(b)(2)(F) pollutants (commonly called nonconventional pollutants) pursuant to § 301(c) of the CWA because of the economic capability of the owner or operator, or pursuant to § 301(g) of the CWA (provided however that a § 301(g) variance may only be requested for ammonia; chlorine; color; iron; total phenols (when determined by the administrator to be a pollutant covered by § 301(b)(2)(F) of the CWA) and any other pollutant that the administrator lists under § 301(g)(4) of the CWA) must be made as follows:

a. For those requests for a variance from an effluent limitation based upon an effluent limitation guideline by:

(1) Submitting an initial request to the regional administrator, as well as to the department, stating the name of the discharger, the permit number, the outfall number, the applicable effluent guideline, and whether the discharger is requesting a § 301(c) or 301(g) of the CWA modification, or both. This request must have been filed not later than 270 days after promulgation of an applicable effluent limitation guideline; and

(2) Submitting a completed request no later than the close of the public comment period for the draft permit demonstrating that: (i) all reasonable ascertainable issues have been raised and all reasonably available arguments and materials supporting their position have been submitted; and (ii) that the applicable requirements of 40 CFR Part 125 have been met. Notwithstanding this provision, the complete application for a request under § 301(g) of the CWA shall be filed 180 days before EPA must make a decision (unless the Regional Division Director establishes a shorter or longer period); or

b. For those requests for a variance from effluent limitations not based on effluent limitation guidelines, the request need only comply with subdivision 2 a (2) of this subsection and need not be preceded by an initial request under subdivision 2 a (1) of this subsection.

3. A modification under § 302(b)(2) of the CWA of requirements under § 302(a) of the CWA for achieving water quality related effluent limitations may be requested no later than the close of the public comment period for the draft permit on the permit from which the modification is sought.

4. A variance for alternate effluent limitations 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 on a case-by-case basis or are based on water quality standards the request for a variance may be filed by the close of the public comment period for the draft permit. A copy of the request shall be sent simultaneously to the department.

N. Variance requests by POTWs. A discharger that 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. A request for a modification under § 301(h) of the CWA of requirements of § 301(b)(1)(B) of the CWA for discharges into marine waters must be filed in accordance with the requirements of 40 CFR Part 125, Subpart G.

2. A modification under § 302(b)(2) of the CWA of the requirements under § 302(a) of the CWA for achieving water quality based effluent limitations shall be requested no later than the close of the public comment period for the draft permit on the permit from which the modification is sought.

O. Expedited variance procedures and time extensions.

1. Notwithstanding the time requirements in subsections M and N of this section, the department may notify a permit applicant before a draft permit is issued that the draft permit will likely contain limitations that are eligible for variances. In the notice the department may require the applicant as a condition of consideration of any potential variance request to submit a request explaining how the requirements of 40 CFR 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 that may become effective upon final grant of the variance.

2. A discharger who cannot file a timely complete request required under subdivision M 2 a (2) or M 2 b of this section may request an extension. The extension may be granted or denied at the discretion of the department. Extensions shall be no more than six months in duration.

P. Recordkeeping. Except for information required by subdivision D 2 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 Part VI (9VAC25-31-420 et seq.) of this chapter), applicants shall keep records of all data used to complete permit applications and any supplemental information submitted under this section for a period of at least three years from the date the application is signed.

Q. Sewage sludge management. All TWTDS subject to subdivision D 2 a of this section must provide the information in this subsection to the department using an application form approved by the department. 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 department. The department may waive any requirement of this subsection if it has access to substantially identical information. The department may also waive any requirement of this subsection 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 department's justification for the waiver. A regional administrator's disapproval of the department's proposed waiver does not constitute final agency action, but does provide notice to the department and the permit applicant that EPA may object to any department issued permit issued in the absence of the required information.

1. All applicants must submit the following information:

a. The name, mailing address, and location of the TWTDS for which the application is submitted;

b. Whether the facility is a Class I Sludge Management Facility;

c. The design flow rate (in million gallons per day);

d. The total population served;

e. The TWTDS's status as federal, state, private, public, or other entity;

f. The name, mailing address, telephone number, and email address of the applicant; and

g. Indication whether the applicant is the owner, operator, or both.

2. All applicants must submit the facility's VPDES 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:

a. Hazardous Waste Management program under the Resource Conservation and Recovery Act (RCRA);

b. UIC program under the Safe Drinking Water Act (SDWA);

c. NPDES program under the 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. Dredge or fill permits under § 404 of the CWA;

h. Other relevant environmental permits, including state or local permits.

3. All applicants must identify any generation, treatment, storage, land application of biosolids, or disposal of sewage sludge that occurs in Indian country.

4. 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:

a. All sewage sludge management facilities, including on-site treatment, storage, and disposal sites; and

b. 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.

5. All applicants must submit a line drawing 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 of all liquids and solids leaving each such unit; and all processes used for pathogen reduction and vector attraction reduction.

6. All applicants must submit an odor control plan that contains at minimum:

a. Methods used to minimize odor in producing biosolids;

b. Methods used to identify malodorous biosolids before land application (at the generating facility);

c. Methods used to identify and abate malodorous biosolids that have been delivered to the field, prior to land application; and

d. Methods used to abate malodor from biosolids if land applied.

7. The applicant must submit biosolids monitoring data for the pollutants for which limits in biosolids have been established in Part VI (9VAC25-31-420 et seq.) of this chapter for the applicant's use or disposal practices on the date of permit application with the following conditions:

a. When applying for authorization to land apply a biosolids source not previously included in a VPDES or Virginia Pollution Abatement Permit, the biosolids shall be sampled and analyzed for PCBs. The sample results shall be submitted with the permit application or request to add the source.

b. The department may require sampling for additional pollutants, as appropriate, on a case-by-case basis.

c. Applicants must provide data from a minimum of three samples taken within 4-1/2 years prior to the date of the permit application. Samples must be representative of the biosolids 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.

d. Applicants must collect and analyze samples in accordance with analytical methods specified in 9VAC25-31-490, 40 CFR Part 503, and 40 CFR Part 136.

e. The monitoring data provided must include at least the following information for each parameter:

(1) Average monthly concentration for all samples (mg/kg dry weight), based upon actual sample values;

(2) The analytical method used; and

(3) The method detection level.

8. If the applicant is a person who prepares biosolids or sewage sludge, as defined in 9VAC25-31-500, the applicant must provide the following information:

a. If the applicant's facility generates biosolids or sewage sludge, the total dry metric tons per 365-day period generated at the facility.

b. If the applicant's facility receives biosolids or sewage sludge from another facility, the following information for each facility from which biosolids or sewage sludge is received:

(1) The name, mailing address, and location of the other facility;

(2) The total dry metric tons per 365-day period received from the other facility; and

(3) A description of any treatment processes occurring at the other facility, including blending activities and treatment to reduce pathogens or vector attraction characteristics.

c. If the applicant's facility changes the quality of biosolids or sewage sludge through blending, treatment, or other activities, the following information:

(1) Whether the Class A pathogen reduction requirements in 9VAC25-31-710 A or the Class B pathogen reduction requirements in 9VAC25-31-710 B are met, and a description of any treatment processes used to reduce pathogens in sewage sludge;

(2) Whether any of the vector attraction reduction options of 9VAC25-31-720 B 1 through 8 are met, and a description of any treatment processes used to reduce vector attraction properties in sewage sludge; and

(3) A description of any other blending, treatment, or other activities that change the quality of sewage sludge.

d. If biosolids from the applicant's facility meets the ceiling concentrations in 9VAC25-31-540 B Table 1, the pollutant concentrations in 9VAC25-31-540 B Table 3, the Class A pathogen requirements in 9VAC25-31-710 A, and one of the vector attraction reduction requirements in 9VAC25-31-720 B 1 through 8, and if the biosolids is applied to the land, the applicant must provide the total dry metric tons per 365-day period of sewage sludge subject to this subsection that is applied to the land.

e. If biosolids from the applicant's facility is sold or given away in a bag or other container for application to the land, and the biosolids is not subject to subdivision 8 d of this subsection, the applicant must provide the following information:

(1) The total dry metric tons per 365-day period of biosolids subject to this subsection that is sold or given away in a bag or other container for application to the land; and

(2) A copy of all labels or notices that accompany the biosolids being sold or given away.

f. If biosolids or sewage sludge from the applicant's facility is provided to another person who prepares biosolids, as defined in 9VAC25-31-500, and the biosolids is not subject to subdivision 8 d of this subsection, the applicant must provide the following information for each facility receiving the biosolids or sewage sludge:

(1) The name, mailing address, and email address of the receiving facility;

(2) The total dry metric tons per 365-day period of biosolids or sewage sludge subject to this subsection that the applicant provides to the receiving facility;

(3) A description of any treatment processes occurring at the receiving facility, including blending activities and treatment to reduce pathogens or vector attraction characteristic;

(4) A copy of the notice and necessary information that the applicant is required to provide the receiving facility under 9VAC25-31-530 G; and

(5) If the receiving facility places biosolids in bags or containers for sale or give-away for application to the land, a copy of any labels or notices that accompany the biosolids.

9. If biosolids from the applicant's facility is applied to the land in bulk form and is not subject to subdivision 8 d, e, or f of this subsection, the applicant must provide the following information:

a. Written permission of landowners on the most current form approved by the department.

b. The total dry metric tons per 365-day period of biosolids subject to this subsection that is applied to the land.

c. If any land application sites are located in states other than the state where the biosolids is prepared, a description of how the applicant will notify the permitting authority for the state where the land application sites are located.

d. The following information for each land application site that has been identified at the time of permit application:

(1) The DEQ control number, if previously assigned, identifying the land application field or site. If a DEQ control number has not been assigned, provide the site identification code used by the permit applicant to report activities and the site's location;

(2) The site's latitude and longitude in decimal degrees to three decimal places and method of determination;

(3) A legible topographic map and aerial photograph, including legend, of proposed application areas to scale as needed to depict the following features:

(a) Property boundaries;

(b) Surface water courses;

(d) Roadways;

(e) Rock outcrops;

(f) Slopes;

(g) Frequently flooded areas (National Resources Conservation Service (NRCS) designation);

(h) Occupied dwellings within 400 feet of the property boundaries and all existing extended dwelling and property line setback distances;

(i) Publicly accessible properties and occupied buildings within 400 feet of the property boundaries and the associated extended setback distances; and

(j) The gross acreage of the fields where biosolids will be applied;

(4) County map or other map of sufficient detail to show general location of the site and proposed transport vehicle haul routes to be utilized from the treatment plant;

(5) County tax maps labeled with Tax Parcel ID or IDs for each farm to be included in the permit, which may include multiple fields, to depict properties within 400 feet of the field boundaries;

(6) A USDA soil survey map, if available, of proposed sites for land application of biosolids;

(7) The name, mailing address, telephone number, and email address of each site owner, if different from the applicant;

(8) The name, mailing address, telephone number, and email address of the person who applies biosolids to the site, if different from the applicant;

(9) Whether the site is agricultural land, forest, a public contact site, or a reclamation site, as such site types are defined in 9VAC25-31-500;

(10) Description of agricultural practices, including a list of proposed crops to be grown;

(11) Whether either of the vector attraction reduction options of 9VAC25-31-720 B 9 or 10 is met at the site, and a description of any procedures employed at the time of use to reduce vector attraction properties in biosolids;

(12) Pertinent calculations justifying storage and land area requirements for biosolids application, including an annual biosolids balance incorporating such factors as precipitation, evapotranspiration, soil percolation rates, wastewater loading, and monthly storage (input and drawdown); and

(13) Other information that describes how the site will be managed, as specified by the department.

e. 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 biosolids subject to the cumulative pollutant loading rates in 9VAC25-31-540 B Table 2 to the site:

(1) Whether the applicant has contacted the permitting authority in the state where the bulk biosolids subject to 9VAC25-31-540 B Table 2 will be applied, to ascertain whether bulk biosolids subject to 9VAC25-31-540 B Table 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, phone number, and email address, if available, of a contact person at the permitting authority; and

(2) Identification of facilities other than the applicant's facility that have sent, or are sending, biosolids subject to the cumulative pollutant loading rates in 9VAC25-31-540 B Table 2 to the site since July 20, 1993, if, based on the inquiry in subdivision 9 e (1) of this subsection, bulk biosolids subject to cumulative pollutant loading rates in 9VAC25-31-540 B Table 2 has been applied to the site since July 20, 1993.

10. Biosolids storage facilities not located at the site of the wastewater treatment plant. Plans and specifications for biosolids storage facilities not located at the site of the wastewater treatment plant generating the biosolids, including routine and on-site storage, shall be submitted for issuance of a certificate to construct and a certificate to operate in accordance with the Sewage Collection and Treatment Regulations (9VAC25-790) and shall depict the following information:

a. Site layout on a recent 7.5 minute topographic quadrangle or other appropriate scaled map;

b. Location of any required soil, geologic, and hydrologic test holes or borings;

c. Location of the following field features within 0.25 miles of the site boundary (indicate on map) with the approximate distances from the site boundary:

(1) Water wells (operating or abandoned);

(2) Surface waters;

(3) Springs;

(4) Public water supplies;

(5) Sinkholes;

(6) Underground and surface mines;

(7) Mine pool (or other) surface water discharge points;

(8) Mining spoil piles and mine dumps;

(9) Quarries;

(10) Sand and gravel pits;

(11) Gas and oil wells;

(12) Diversion ditches;

(13) Occupied dwellings, including industrial and commercial establishments;

(14) Landfills and dumps;

(15) Other unlined impoundments;

(16) Septic tanks and drainfields; and

(17) Injection wells;

d. Topographic map (10-foot contour preferred) of sufficient detail to clearly show the following information:

(1) Maximum and minimum percent slopes;

(2) Depressions on the site that may collect water;

(3) Drainage ways that may attribute to rainfall run-on to or run-off from this site; and

(4) Portions of the site, if any, that are located within the 100-year floodplain;

e. Data and specifications for the liner proposed for seepage control;

f. Scaled plan view and cross-sectional view of the facilities showing inside and outside slopes of all embankments and details of all appurtenances;

g. Calculations justifying impoundment capacity; and

h. Groundwater monitoring plans for the facilities if required by the department. The groundwater monitoring plan shall include pertinent geohydrological data to justify upgradient and downgradient well location and depth.

11. Staging. Generic plans are required for staging of biosolids.

12. A biosolids management plan shall be provided that includes the following minimum site specific information at the time of permit application:

a. A comprehensive, general description of the operation shall be provided, including biosolids source or sources, quantities, flow diagram illustrating treatment works biosolids flows and solids handling units, site description, methodology of biosolids handling for application periods, including storage and nonapplication period storage, and alternative management methods when storage is not provided.

b. A nutrient management plan approved by the Department of Conservation and Recreation as required for application sites prior to department authorization under the following conditions:

(1) Sites operated by an owner or lessee of a confined animal feeding operation, as defined in subsection A of § 62.1-44.17:1 of the Code of Virginia, or confined poultry feeding operation, as defined in subsection A of § 62.1-44.17:1.1 of the Code of Virginia;

(2) Sites where land application is proposed more frequently than once every three years at greater than 50% of the annual agronomic rate;

(3) Mined or disturbed land sites where land application is proposed at greater than agronomic rates; or

(4) Other sites based on site-specific conditions that increase the risk that land application may adversely impact state waters.

13. Biosolids transport.

a. General description of transport vehicles to be used;

b. Procedures for biosolids offloading at the biosolids facilities and the land application site together with spill prevention, cleanup (including vehicle cleaning), field reclamation, and emergency spill notification and cleanup measures; and

c. Voucher system used for documentation and recordkeeping.

14. Field operations.

a. Storage.

(1) Routine storage at facilities not located at the site of the wastewater treatment plant – supernatant handling and disposal, biosolids handling, and loading of transport vehicles, equipment cleaning, freeboard maintenance, and inspections for structural integrity;

(2) On-site storage – procedures for department approval and implementation;

(3) Staging – procedures to be followed, including either designated site locations provided in the "Design Information" or the specific site criteria for such locations, including the liner/cover requirements and the time limit assigned to such use; and

(4) Field reestablishment of offloading (staging) areas.

b. Application methodology.

(1) Description and specifications on spreader vehicles;

(2) Procedures for calibrating equipment for various biosolids contents to ensure uniform distribution and appropriate loading rates on a day-to-day basis; and

(3) Procedures used to ensure that operations address the following constraints: application of biosolids to frozen ground, pasture/hay fields, crops for direct human consumption and saturated or ice-covered or snow-covered ground; establishment of setback distances, slopes, prohibited access for beef and dairy animals, and soil pH requirements; and proper site specific biosolids loading rates on a field-by-field basis.

15. An applicant for a permit authorizing the land application of biosolids shall provide to the department, and to each locality in which the applicant proposes to land apply biosolids, written evidence of financial responsibility. Evidence of financial responsibility shall be provided in accordance with requirements specified in Article 6 (9VAC25-32-770 et seq.) of Part IX (9VAC25-32-303 et seq.) of the Virginia Pollution Abatement (VPA) Permit Regulation.

16. If sewage sludge from the applicant's facility is placed on a surface disposal site, the applicant must provide the following information:

a. The total dry metric tons of sewage sludge from the applicant's facility that is placed on surface disposal sites per 365-day period.

b. The following information for each surface disposal site receiving sewage sludge from the applicant's facility that the applicant does not own or operate:

(1) The site name or number, contact person, mailing address, telephone number, and email address for the surface disposal site; and

(2) The total dry metric tons from the applicant's facility per 365-day period placed on the surface disposal site.

c. The following information for each active sewage sludge unit at each surface disposal site that the applicant owns or operates:

(1) The name or number and the location of the active sewage sludge unit;

(2) The unit's latitude and longitude to the nearest second, and method of determination;

(3) If not already provided, a topographic map (or other map if a topographic map is unavailable) that shows the unit's location;

(4) The total dry metric tons placed on the active sewage sludge unit per 365-day period;

(5) The total dry metric tons placed on the active sewage sludge unit over the life of the unit;

(6) A description of any liner for the active sewage sludge unit, including whether it has a maximum permeability of 1 X 10^-7cm/sec;

(7) 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 for leachate disposal;

(8) 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;

(9) The remaining capacity (dry metric tons) for the active sewage sludge unit;

(10) The date on which the active sewage sludge unit is expected to close, if such a date has been identified;

(11) The following information for any other facility that sends sewage sludge to the active sewage sludge unit:

(a) The name, contact person, mailing address, and email address of the facility; and

(b) 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;

(12) Whether any of the vector attraction reduction options of 9VAC25-31-720 B 9 through 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;

(13) The following information, as applicable to any groundwater monitoring occurring at the active sewage sludge unit:

(a) A description of any groundwater monitoring occurring at the active sewage sludge unit;

(b) Any available groundwater monitoring data, with a description of the well locations and approximate depth to groundwater;

(d) A copy of any certification that has been obtained from a qualified groundwater scientist that the aquifer has not been contaminated; and

(14) 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.

17. If sewage sludge from the applicant's facility is fired in a sewage sludge incinerator, the applicant must provide the following information:

a. The total dry metric tons of sewage sludge from the applicant's facility that is fired in sewage sludge incinerators per 365-day period.

b. The following information for each sewage sludge incinerator firing the applicant's sewage sludge that the applicant does not own or operate:

(1) The name or number, contact person, mailing address, telephone number, and email address of the sewage sludge incinerator; and

(2) The total dry metric tons from the applicant's facility per 365-day period fired in the sewage sludge incinerator.

18. 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:

a. The name, contact person, mailing address, email address, location, and all applicable permit numbers of the MSWLF;

b. The total dry metric tons per 365-day period sent from this facility to the MSWLF;

c. 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

d. Information, if known, indicating whether the MSWLF complies with criteria set forth in the Solid Waste Management Regulations, 9VAC20-81.

19. All applicants must provide the name, mailing address, telephone number, email address, and responsibilities of all contractors responsible for any operational or maintenance aspects of the facility related to biosolids or sewage sludge generation, treatment, use, or disposal.

20. At the request of the department, the applicant must provide any other information necessary to determine the appropriate standards for permitting under Part VI (9VAC25-31-420 et seq.) of this chapter, and must provide any other information necessary to assess the biosolids use and sewage sludge disposal practices, determine whether to issue a permit, or identify appropriate permit requirements; and pertinent plans, specifications, maps, and such other relevant information as may be required, in scope and details satisfactory to the department.

21. All applications must be signed by a certifying official in compliance with 9VAC25-31-110.

R. Applications for facilities with cooling water intake structures.

1. Application requirements. New facilities with new or modified cooling water intake structures. New facilities with cooling water intake structures as defined in 9VAC25-31-165 must report the information required under subdivisions 2, 3, and 4 of this subsection and under 9VAC25-31-165. Requests for alternative requirements under 9VAC25-31-165 must be submitted with the permit application.

2. Source water physical data. These include:

a. A narrative description and scaled drawings showing the physical configuration of all source water bodies used by the facility, including area dimensions, depths, salinity and temperature regimes, and other documentation that supports the determination of the water body type where each cooling water intake structure is located;

b. Identification and characterization of the source water body's hydrological and geomorphologic features, as well as the methods used to conduct any physical studies to determine the intake's area of influence within the water body and the results of such studies; and

c. Location maps.

3. Cooling water intake structure data. These include:

a. A narrative description of the configuration of each cooling water intake structure and where it is located in the water body and in the water column;

b. Latitude and longitude in degrees, minutes, and seconds for each cooling water intake structure;

c. A narrative description of the operation of each cooling water intake structure, including design intake flow, daily hours of operation, number of days of the year in operation, and seasonal changes, if applicable;

d. A flow distribution and water balance diagram that includes all sources of water to the facility, recirculation flows, and discharges; and

e. 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 department may also use this information in subsequent permit renewal proceedings to determine if the design and construction technology plan as required in 9VAC25-31-165 should be revised. This supporting information must include existing data if available. Existing data may be supplemented with data from newly conducted field studies. The information must include:

a. A list of the data in subdivisions 4 b through 4 f of this subsection that is not available and efforts made to identify sources of the data;

b. A list of species (or relevant taxa) for all life stages and their relative abundance in the vicinity of the cooling water intake structure;

c. 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;

d. Identification and evaluation of the primary period of reproduction, larval recruitment, and period of peak abundance for relevant taxa;

e. 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;

f. Identification of all threatened, endangered, and other protected species that might be susceptible to impingement and entrainment at the cooling water intake structures;

g. Documentation of any public participation or consultation with federal or state agencies undertaken in development of the plan; and

h. If information requested in this subdivision 4 is supplemented 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 data analysis methods used 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.

Statutory Authority

§ 62.1-44.15 of the Code of Virginia; § 402 of the Clean Water Act; 40 CFR Parts 122, 123, 124, 403, and 503.

Historical Notes

Derived from Virginia Register Volume 12, Issue 20, eff. July 24, 1996; amended, Virginia Register Volume 16, Issue 25, eff. September 27, 2000; Volume 17, Issue 13, eff. April 11, 2001; Volume 18, Issue 9, eff. February 15, 2002; Volume 18, Issue 25, eff. September 25, 2002; Volume 21, Issue 2, eff. November 3, 2004; Volume 21, Issue 9, eff. February 9, 2005; Errata 21:14 VA.R. 2022 March 21, 2005; amended, Virginia Register Volume 22, Issue 24, eff. September 6, 2006; Volume 24, Issue 3, eff. November 14, 2007; Volume 24, Issue 6, eff. January 1, 2008; Volume 25, Issue 26, eff. September 30, 2009; Volume 26, Issue 11, eff. March 3, 2010; Volume 27, Issue 26, eff. September 28, 2011; Volume 28, Issue 10, eff. February 15, 2012; Volume 29, Issue 24, eff. September 1, 2013; Volume 30, Issue 4, eff. November 20, 2013; Volume 37, Issue 1, eff. October 1, 2020; Volume 39, Issue 4, eff. November 9, 2022; Volume 40, Issue 14, eff. March 27, 2024.

Website addresses provided in the Virginia Administrative Code to documents incorporated by reference are for the reader's convenience only, may not necessarily be active or current, and should not be relied upon. To ensure the information incorporated by reference is accurate, the reader is encouraged to use the source document described in the regulation.

As a service to the public, the Virginia Administrative Code is provided online by the Virginia General Assembly. We are unable to answer legal questions or respond to requests for legal advice, including application of law to specific fact. To understand and protect your legal rights, you should consult an attorney.