Sec. 29.132. - National Categorical Pretreatment Standards.

Users must comply with the categorical pretreatment standards found at 40 CFR Chapter I, Subchapter N, Parts 405-471.

Where a categorical pretreatment standard is expressed only in terms of either the mass or the

concentration of a pollutant in wastewater, the water utilities director may impose equivalent concentration or mass limits. See sections 29.132.5 and 29.132.6.

When the limits in a categorical pretreatment standard are expressed only in terms of mass of

pollutant per unit of production, the water utilities director may convert the limits to equivalent limitations expressed either as mass of pollutant discharged per day or effluent concentration for purposes of calculating effluent limitations applicable to individual industrial users.

When wastewater subject to a categorical pretreatment standard is mixed with wastewater not

regulated by the same standard, the water utilities director shall impose an alternate limit using the combined wastestream formula.

A categorical industrial user (CIU) may obtain a net/gross adjustment to a categorical

pretreatment standard in accordance with the following paragraphs of this section.

(1)

Categorical pretreatment standards may be adjusted to reflect the presence of pollutants in the industrial user's intake water in accordance with this section. Any industrial user wishing to obtain credit for intake pollutants must make an application to the city. Upon request of the industrial user, the applicable standard will be calculated on a "net" basis (i.e., adjusted to reflect credit for pollutants in the intake water) if the requirements of paragraph (2) of this section are met.

(2)

Criteria.

a.

Either (i) the applicable categorical pretreatment standards contained in 40 CFR subchapter N specifically provide that they shall be applied on a net basis; or (ii) the industrial user demonstrates that the control system it proposes or uses to meet applicable categorical pretreatment standards would, if properly installed and operated, meet the standards in the absence of pollutants in the intake waters.

b.

Credit for generic pollutants such as biochemical oxygen demand (BOD), total suspended solids (TSS), and oil and grease should not be granted unless the industrial user demonstrates that the constituents of the generic measure in the user's effluent are substantially similar to the constituents of the generic measure in the intake water or unless appropriate additional limits are placed on process water pollutants either at the outfall or elsewhere.

c.

Credit shall be granted only to the extent necessary to meet the applicable categorical pretreatment standard(s), up to a maximum value equal to the influent value. Additional monitoring may be necessary to determine eligibility for credits and compliance with standard(s) adjusted under this section.

d.

Credit shall be granted only if the user demonstrates that the intake water is drawn from the same body of water as that into which the POTW discharges. The city may waive this requirement if it finds that no environmental degradation will result.

When a categorical pretreatment standard is expressed only in terms of pollutant concentrations,

an industrial user may request that the city convert the limits to equivalent mass limits. The determination to convert concentration limits to mass limits is within the discretion of the water utilities director. The city may establish equivalent mass limits only if the industrial user meets all of the following [subsections] (1)(a)—(e) conditions:

(1)

To be eligible for equivalent mass limits, the industrial user must:

a.

Employ, or demonstrate that it will employ, water conservation methods and technologies that substantially reduce water use during the term of its wastewater discharge permit;

b.

Currently use control and treatment technologies adequate to achieve compliance with the applicable categorical pretreatment standard, and not have used dilution as a substitute for treatment;

c.

Provide sufficient information to establish the facility's actual average daily flow rate for all wastestreams, based on data from a continuous effluent flow monitoring device, as well as the facility's long-term average production rate. Both the actual average daily flow rate and the long-term average production rate must be representative of current operating conditions;

d.

Not have daily flow rates, production levels, or pollutant levels that vary so significantly that equivalent mass limits are not appropriate to control the discharge; and

e.

Have consistently complied with all applicable categorical pretreatment standards during the period prior to the industrial user's request for equivalent mass limits.

(2)

An industrial user subject to equivalent mass limits must:

a.

Maintain and effectively operate control and treatment technologies adequate to achieve compliance with the equivalent mass limits;

b.

Continue to record the facility's flow rates through the use of a continuous effluent flow monitoring device;

c.

Continue to record the facility's production rates and notify the water utilities director whenever production rates are expected to vary by more than twenty (20) percent from its baseline production rates determined in subsection 29.132.5(1)(c) of this section. Upon notification of a revised production rate, the water utilities director will reassess the equivalent mass limit and revise the limit as necessary to reflect changed conditions at the facility; and

d.

Continue to employ the same or comparable water conservation methods and technologies as those implemented pursuant to subsection 29.132.5(1)(a) of this section as long as it discharges under an equivalent mass limit.

(3)

When developing equivalent mass limits, the water utilities director:

a.

Will 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;

b.

Upon notification of a revised production rate, will reassess the equivalent mass limit and recalculate the limit as necessary to reflect changed conditions at the facility; and

c.

May retain the same equivalent mass limit in subsequent wastewater discharge permit terms if the industrial user's actual average daily flow rate was reduced solely as a result of the implementation of water conservation methods and technologies, and 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 section 29.136. The industrial user must also be in compliance with section 29.143.6 regarding the prohibition of bypass.

The water utilities director may convert the mass limits of the categorical pretreatment standards

of 40 CFR Parts 414, 419, and 455 to concentration limits for purposes of calculating limitations applicable to individual industrial users. The conversion is at the discretion of the water utilities director. When converting such limits to concentration limits, the water utilities director will use the concentrations listed in

the applicable subparts of 40 CFR Parts 414, 419, and 455 and document that dilution is not being substituted for treatment as prohibited by section 29.136 of this article. The water utilities director will document how the equivalent limits were derived for any changes from concentration to mass limits, or vice versa, and make this information publicly available.

Once incorporated into its wastewater discharge permit, the industrial user must comply with the

equivalent limitations developed in section 29.132 in lieu of the promulgated categorical standards from which the equivalent limitations were derived.

Many categorical pretreatment standards specify one (1) limit for calculating maximum daily

discharge limitations and a second limit for calculating maximum monthly average, or four-day average, limitations. Where such standards are being applied, the same production or flow figure shall be used in calculating both the average and the maximum equivalent limitation.

Any industrial user operating under a wastewater discharge permit incorporating equivalent mass

or concentration limits calculated from a production based standard shall notify the water utilities director within two (2) business days after the user has a reasonable basis to know that the production level will significantly change within the next calendar month. Any user not notifying the water utilities director of such anticipated change will be required to meet the mass or concentration limits in its wastewater discharge permit that were based on the original estimate of the long term average production rate.

(Ord. No. 11-OR0603-1, § 3, 8-17-2011)