NR 106.115 Additivity of dioxins and furans.
NR 106.117 Schedules of compliance.
NR 106.14 Analytical methods and laboratory requirements.
Subchapter III — Effluent Limitations for Mercury Discharges
NR 106.145 Mercury regulation.
NR 106.15 Limitations for mercury.
Subchapter IV — Effluent Limitations for Ammonia Discharges
NR 106.32 Calculation of water quality-based effluent limitations for ammonia.
NR 106.33 Determination of the necessity for water quality-based effluent limits for ammonia.
NR 106.36 Alternative whole effluent toxicity monitoring for certain discharges of ammonia.
NR 106.37 Schedules of compliance.
Subchapter V — Effluent Limitations for Temperature
NR 106.53 Parameters used to establish water quality-based effluent limitations for temperature.
NR 106.54 Representative effluent temperature data.
NR 106.55 Determination of water quality-based effluent limitations for temperature in WPDES permits.
NR 106.56 Establishment of water quality-based effluent limitations for temperature in WPDES permits.
NR 106.57 Effluent limitations for multiple thermal discharges.
NR 106.58 Effluent limitations based on water quality models.
NR 106.59 Effluent limitations for temperature for permits issued to publicly or privately owned domestic sewage treatment works.
NR 106.60 Effluent limitations for temperature for discharges from new facilities.
NR 106.61 General permit.
NR 106.62 Compliance schedules.
Subchapter VI — Alternative Effluent Limitations for Temperature
NR 106.72 Application for alternative effluent limitations for temperature.
NR 106.73 Identification of representative, important species.
NR 106.74 Determination of alternative effluent limitations for temperature.
NR 106.75 Compliance schedules.
NR 106.77 Application of the variance process in s.
283.15, Stats.
Subchapter VII — Effluent Limitations for Chloride Discharges
NR 106.83 Regulation of chloride discharges.
NR 106.84 Compliance with Wisconsin water quality antidegradation rules when reissuing a permit.
NR 106.85 Determination of the necessity for water quality-based effluent limitations.
NR 106.87 Establishment of effluent limitations.
NR 106.88 Application of and compliance with chloride effluent limitations in a permit.
NR 106.89 Alternative whole effluent toxicity monitoring and limitations for dischargers of chloride.
NR 106.90 Source reduction.
NR 106.91 Variances for POTWs which accept wastewater from public water systems treating water to meet primary safe drinking water act standards.
NR 106.92 Authority of a publicly owned treatment works to regulate chloride discharges.
NR 106.93 New discharges.
NR 106.94 Relocation of an existing discharge.
NR 106.95 Multiple discharges.
NR 106.96 Analytical methods and laboratory requirements.
Subchapter VIII — Permit Requirements for
PFOS and PFOA Discharges
NR 106.98 Determination of the necessity for reducing PFOS and PFOA in discharges.
NR 106.985 PFOS and PFOA minimization plans, permit implementation procedures schedule.
NR 106.99 PFOS and PFOA minimization plans.
NR 106.995 Sampling and laboratory analysis requirements.
NR 106.996 New dischargers or new sources.
NR 106.01
NR 106.01 Purpose. One purpose of this chapter is to specify how the department will calculate water quality based effluent limitations under s.
283.13 (5), Stats., for toxic and organoleptic substances and whole effluent toxicity. The other purpose of this chapter is to specify how the department will decide if and how these limitations will be included in Wisconsin pollution discharge elimination system (WPDES) permits. Water quality based effluent limitations for toxic and organoleptic substances are needed to assure attainment and maintenance of surface water quality standards as established in accordance with s.
281.15 (1), Stats., and as set forth in chs.
NR 102 to
105.
NR 106.01 History
History: Cr.
Register, February, 1989, No. 398, eff. 3-1-89; correction made under s. 13.93 (2m) (b) 7., Stats.,
Register October 2002 No. 562.
NR 106.02
NR 106.02 Applicability. The provisions of this chapter are applicable to point sources which discharge wastewater containing toxic or organoleptic substances to surface waters of the state.
NR 106.02 History
History: Cr.
Register, February, 1989, No. 398, eff. 3-1-89.
NR 106.03
NR 106.03 Definitions. The following definitions are applicable to terms used in this chapter.
NR 106.03(1r)
(1r) “Bioaccumulative chemical of concern" or “BCC" means any substance that has the potential to cause adverse effects which, upon entering the surface waters, accumulates in aquatic organisms by a human health or wildlife bioaccumulation factor greater than 1000.
NR 106.03(2)
(2) “Biologically based design flow" means a receiving water design flow to protect fish and aquatic life for which both the duration of exposure is expressed in days and the allowable frequency of excursion is expressed in years. An example of a biologically based design flow is a 4-day 3-year design flow which corresponds to the lowest 4-day average flow that will limit excursions from any water quality criteria or secondary values to no more than once in 3 years.
NR 106.03(2m)
(2m) “Deficiency toxicity" means a condition that exists when adverse effects occur to aquatic organisms because concentrations of common ions are too low.
NR 106.03 Note
Note: Changes in the concentration of ions in surrounding waters can cause organisms to expend too much energy trying to regulate the balance of water and dissolved materials in bodily fluids, and may result in death.
NR 106.03 Note
Note: Examples of common ions are sodium, calcium, magnesium, potassium, etc.
NR 106.03(3)
(3) “Dynamic models" means computer simulation models which use real or derived time series data to predict a time series of observed or derived receiving water concentrations. Methods include continuous simulation, Monte Carlo simulations, or other similar statistical or deterministic techniques.
NR 106.03(4)
(4) “EC
50" means the point estimate of the concentration of a toxic substance, wastewater effluent or other aqueous mixture which causes an adverse effect including mortality to 50% of the exposed organisms in a given time period, when compared to an appropriate control.
NR 106.03(4g)
(4g) “Great Lakes" means the open Wisconsin waters of Lake Superior, Lake Michigan, Green Bay, and Chequamegon Bay, as well as adjoining open waters that exhibit characteristics of Lake Superior, Lake Michigan, Green Bay, and Chequamegon Bay, or in other ways are determined by the department to be equivalent to these waters.
NR 106.03(4r)
(4r) “Great Lakes system" means all the surface waters within the drainage basin of the Great Lakes.
NR 106.03(5)
(5) “IC25" means the point estimate of the concentration of a toxic substance, wastewater effluent or other aqueous mixture that would cause a 25% reduction in a nonlethal biological measurement, such as reproduction or growth, of the exposed test organisms in a given time period.
NR 106.03(5m)
(5m) “IC50" means the point estimate of the concentration of a toxic substance, wastewater effluent or other aqueous mixture that would cause a 50% reduction in a nonlethal biological measurement, such as reproduction or growth, of the exposed test organisms in a given time period.
NR 106.03(6)
(6) “IWC" or “Instream waste concentration" means an estimate of the proportion of effluent to total volume of water (receiving water + effluent). The IWC is calculated according to the following equation:
Qe
IWC (as %) = 100 x ---------------
(1 – f) Qe + Qs
where:
Qe = effluent flow
f = fraction of the Qe withdrawn from the receiving water
