Fla. Admin. Code R. 62-625.410
(2) Category determination request.
(b) Contents of request. Each request shall contain a statement:
1. Describing which subcategories might be applicable; and,
2. Citing evidence and reasons why a particular subcategory is applicable and why others are not applicable. Any person signing the request shall make the following certification: “I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.”
(d) Final decision.
1. Upon receipt of a complete request, the Department shall consider the submission, any additional evidence that may have been requested, and any other available information relevant to the request. The Department shall then make a written determination of the applicable subcategory and state the reasons for the determination.
2. The Department shall forward the determination to the EPA Water Management Division Director. The EPA Water Management Division Director may waive receipt of these determinations. If the EPA Water Management Division Director does not modify the Department’s decision within 60 days after receipt thereof, or if the EPA Water Management Division Director waives receipt of the determination, the Department’s decision is final.
3. Where the EPA Water Management Division Director elects to modify the Department’s decision, the decision shall be forwarded to the Department. The Department shall adopt the modified decision as its final determination.
4. The Department shall send a copy of the final determination to the affected industrial user and the control authority.
(4) Concentration and mass limits.
(e) When the limits in a categorical pretreatment standard are expressed only in terms of pollutant concentrations, an industrial user may request that the control authority convert the limits to equivalent mass limits. The control authority may convert to equivalent mass limits only if the industrial user meets all the following conditions:
1. Employs, or demonstrates that it will employ, water conservation methods and technologies that substantially reduce water use during the term of its control mechanism;
2. Currently uses control and treatment technologies adequate to achieve compliance with the applicable categorical pretreatment standard, and not have used dilution as a substitute for treatment;
3. Provides sufficient information to establish the industrial user’s actual average daily flow rate for all wastestreams, based on data from a continuous effluent flow monitoring device, and the industrial user’s long-term average production rate, if applicable. Both the actual average daily flow rate and the long-term average production rate must be representative of current operating conditions;
4. Does not have daily flow rates, production rates, or pollutant levels that vary more than 20 percent so that equivalent mass limits are not appropriate to control the discharge; and,
5. Has consistently complied with all applicable categorical pretreatment standards during the period prior to the industrial user’s request for equivalent mass limits.
(f) An industrial user subject to equivalent mass limits based on paragraph (e), above, must:
1. Maintain and effectively operate control and treatment technologies adequate to achieve compliance with the equivalent mass limits;
2. Record the facility’s flow rates through the use of a continuous effluent flow monitoring device;
3. Record the facility’s production rates and notify the control authority when the production rates are expected to vary more than 20 percent from its baseline production rates determined in subparagraph (e)3., above; and,
4. Continue to employ the same or comparable water conservation methods and technologies as those implemented pursuant to subparagraph (e)1., above.
(g) A control authority which chooses to establish equivalent mass limits:
1. Must calculate the equivalent mass limit by multiplying the actual average daily flow rate of the regulated process(es) of the industrial user by the concentration-based daily maximum and monthly average standard for the applicable categorical pretreatment standard and the appropriate unit conversion factor;
2. Must reassess the equivalent mass limit and recalculate the limit, as necessary, to reflect changed conditions at the facility upon notification from the industrial user of a revised production rate; and,
3. May retain the same equivalent mass limit in subsequent control mechanism terms if:
a. The industrial user’s actual average daily flow rate was reduced solely as a result of the implementation of water conservation methods and technologies;
b. The actual average daily flow rates used in the original calculation of the equivalent mass limit were not based on the use of dilution as a substitute for treatment pursuant to subsection (5), below; and,
c. The industrial user is in compliance with Rule 62-625.860, F.A.C.
(i) The control authority may convert the mass limits of the categorical pretreatment standards in 40 C.F.R. Parts 414, 419, and 455 to concentration limits for purposes of calculating limitations applicable to individual industrial users under the following conditions:
1. When converting such limits to concentration limits, the control authority must use the concentrations listed in the applicable subparts of 40 C.F.R. Parts 414, 419, and 455; and,
2. Document that dilution is not being substituted for treatment as prohibited by subsection (5), below.
(6) Combined waste stream formula. Where process effluent is mixed prior to treatment with wastewaters other than those generated by the regulated process, fixed alternative discharge limits may be derived by the control authority or by the industrial user with the written concurrence of the control authority. When the Department is acting as the control authority, the Department shall allow the development of fixed alternative discharge limits when direct sampling of the regulated waste stream is not technically feasible. These alternative limits shall be applied to the mixed effluent. When deriving alternative categorical limits, the control authority or industrial user shall calculate both an alternative daily maximum value using the daily maximum values specified in the appropriate categorical pretreatment standards and an alternative consecutive sampling day average value using the monthly average values specified in the appropriate categorical pretreatment standards. The industrial user shall comply with the alternative daily maximum and monthly average limits fixed by the control authority until the control authority modifies the limits or approves an industrial user modification request. Modification is authorized whenever there is a material or significant change in the values used in the calculation to fix alternative limits for the regulated pollutant. An industrial user must immediately report any such material or significant change to the control authority. Where appropriate, new alternative categorical limits shall be calculated within 30 days.
(a) Alternative limit calculation. For purposes of these formulas, the “average daily flow” means a reasonable measure of average daily flow for a 30-day period of production during a representative year. For new sources, flows shall be estimated using projected values. The alternative limit for a specified pollutant shall be derived by the use of either of the following formulas:
1. Alternative concentration limit.
2. Alternative mass limit.
3. The terms used in the equations in 1. and 2. above are defined as follows:
| CT | = | The alternative concentration limit for the combined waste stream. |
|---|---|---|
| Ci | = | The categorical pretreatment standard concentration limit for a pollutant in the regulated stream i. |
| MT | = | The alternative mass limit for a pollutant in the combined waste stream. |
| Mi | = | The categorical pretreatment standard mass limit for a pollutant in the regulated stream i (the categorical pretreatment mass limit multiplied by the appropriate measure of production). |
| Fi | = | The average daily flow (at least a 30-day average) of stream i to the extent that it is regulated for such pollutant. |
| FD | = | The average daily flow (at least a 30-day average) from waste streams identified in subsection (7), below. |
| Ft | = | The average daily flow (at least a 30-day average) through the combined treatment facility (includes Fi, Fd and unregulated streams). |
| N | = | The total number of regulated streams. |
(7) For the purposes of the combined waste stream formula, dilute waste streams include:
(c) Any process waste streams which were or could have been entirely exempted from categorical pretreatment standards for one or more of the following reasons:
1. The pollutants of concern are not detectable in the effluent from the industrial user;
2. The pollutants of concern are present only in trace amounts and are neither causing nor likely to cause toxic effects;
3. The pollutants of concern are present in amounts too small to be effectively reduced by known technologies; or
4. The waste stream contains only pollutants which are compatible with the WWF.
Rulemaking Authority 403.061(7), (31), 403.0885 FS. Law Implemented 403.0885 FS. History–New 11-29-94, Amended 5-10-10, 9-20-21.