NR 106.88(1)(1)
Chloride limitations in permits. If chloride water quality-based effluent limitations are deemed to be necessary under s.
NR 106.85, the department shall use all of the following procedures to include the calculated limitations in the permit with an appropriate compliance schedule as necessary and appropriate:
NR 106.88(1)(a)
(a) Effluent limitations based on an acute criterion shall be expressed in permits as daily maximum limitations, and effluent limitations based on a chronic criterion shall be expressed in permits as weekly average limitations.
NR 106.88(1)(c)
(c) Mass limitations calculated under s.
NR 106.07 (2) and
(9) shall be included in the permit in addition to concentration based effluent limitations whenever water quality-based effluent limitations are determined to be necessary.
NR 106.88(1)(d)
(d) A compliance schedule for a water quality-based effluent for chloride may be granted in a permit if necessary and appropriate and shall be consistent with the requirements under s.
NR 106.117.
NR 106.88(2)
(2)
Variance conditions. The department may include all of the following conditions in the permit instead of the conditions specified in sub.
(1) whenever a chloride variance is granted under s.
NR 106.83:
NR 106.88(2)(b)
(b) An interim limitation for chloride that is effective on the date of permit issuance.
NR 106.88(2)(d)
(d) A target value or a target limitation with an appropriate compliance schedule, which is effective on the last day of the permit.
NR 106.88(2)(e)
(e) If appropriate, either tier 2 or tier 3 source reduction if the department believes that any of the additional conditions in the tier 2 or tier 3 source reduction activities are reasonable and practical within the term of the permit.
NR 106.88(3)
(3)
Units for target values. Interim limitations, target values, and target limitations established under sub.
(2) shall be expressed in the permit as a concentration limitation, in units of mg/L or equivalent units.
NR 106.88(5)
(5)
Monitoring. A determination of compliance with interim, target, and calculated limitations and comparison with target values shall be based upon 24-hour composite samples. The department shall determine on a case-by-case basis the monitoring frequency to be required for these limitations.
NR 106.88 History
History: Cr.
Register, January, 2000, No. 529, eff. 2-1-00;
CR 09-123: am. (3)
Register July 2010 No. 655, eff. 8-1-10;
CR 15-085: r. and recr. (1) to (3), r. (4), r. and recr. (5), r. (6)
Register August 2016 No. 728, eff. 9-1-16.
NR 106.89
NR 106.89 Alternative whole effluent toxicity monitoring and limitations for dischargers of chloride. NR 106.89(1)(1)
General. In addition to interim, target, and calculated water quality-based effluent limitations and target values for chloride, the department may establish whole effluent toxicity testing requirements and limitations under ss.
NR 106.08 and
106.09.
NR 106.89(2)
(2)
Findings. The department finds all of the following:
NR 106.89(2)(a)
(a) Acute whole effluent toxicity limitations cannot be attained if the effluent concentration of chloride exceeds 2,500 mg/L.
NR 106.89(2)(b)
(b) Chronic whole effluent toxicity limitations cannot be attained if the effluent concentration of chloride exceeds 2 times the calculated chronic water quality-based effluent limitation.
NR 106.89(2)(c)
(c) If chloride is the sole source of acute or chronic whole effluent toxicity it is appropriate that chloride limitations be used instead of WET limitations to attain and maintain narrative criteria in s.
NR 102.04 (1) (d) and
(4) (d).
NR 106.89(3)
(3)
Chloride limits in lieu of acute wet limits. Chloride limitations shall be included in the permit in lieu of acute whole effluent toxicity testing requirements and acute whole effluent toxicity limitations until source reduction actions are completed if any of the following apply:
NR 106.89(3)(a)
(a) The permittee can demonstrate to the satisfaction of the department that the effluent concentration of chloride exceeds 2,500 mg/L.
NR 106.89(3)(b)
(b) The permittee can demonstrate to the satisfaction of the department that the effluent concentration of chloride is less than 2,500 mg/L, but in excess of the calculated acute water quality-based effluent limitation, and additional data are submitted that demonstrate that chloride is the sole source of acute toxicity.
NR 106.89(4)
(4)
Chloride limits in lieu of chronic wet limits. Chloride limitations shall be included in the permit in lieu of chronic whole effluent toxicity testing requirements and chronic whole effluent toxicity limitations until source reduction actions are completed if either of the following applies:
NR 106.89(4)(a)
(a) The permittee can demonstrate to the satisfaction of the department that the effluent concentration of chloride exceeds 2 times the calculated chronic water quality-based effluent limitation.
NR 106.89(4)(b)
(b) The permittee can demonstrate to the satisfaction of the department that the effluent concentration of chloride is less than 2 times the calculated chronic water quality-based effluent limitation, but in excess of the calculated chronic water quality-based effluent limitation, and additional data are submitted which demonstrate that chloride is the sole source of chronic toxicity.
NR 106.89(5)
(5)
Decision documentation. The department shall specify the decision to include chloride limitations instead of whole effluent toxicity limitations in the permit fact sheet.
NR 106.89(6)
(6)
Reevaluation. The department shall reevaluate the need for whole effluent toxicity and chloride monitoring or limitations upon permit reissuance.
NR 106.89 History
History: Cr.
Register, January, 2000, No. 529, eff. 2-1-00;
CR 15-085: r. and recr.
Register August 2016 No. 728, eff. 9-1-16; correction in (2) (c) made under s.
35.17, Stats.,
Register August 2016 No. 728.
NR 106.90(1)(1)
Introduction. A 3-tiered system of source reduction measures is established in ascending order of increasing capital and operating costs.
NR 106.90(2)
(2) Tier 1 source reduction measures are those voluntary source reduction activities that identify and quantify chloride and softened water sources and usage, educate users and system operators on the need to minimize salt and softened water demands and promote better housekeeping practices that will reduce chloride and softened water consumption, and other activities similar in nature. Tier 1 source reduction measures may include any of the following:
NR 106.90(2)(a)2.
2. Educate homeowners on the impact of chloride from residential softeners, discuss options available for increasing softener salt efficiency, and request voluntary reductions.
NR 106.90(2)(a)4.
4. Request voluntary support from local water softening businesses in the efforts described in subds.
2. and
3. NR 106.90(2)(a)5.
5. Educate licensed installers and self-installers of softeners on providing optional hard water for outside faucets for residences.
NR 106.90(2)(a)6.
6. Request voluntary reductions in chloride input from industrial and commercial contributors.
NR 106.90(2)(a)7.
7. Where a public water utility has been identified as a significant contributor of chloride to the sewer system, request that the water utility conduct activities listed in par.
(b).
NR 106.90(2)(b)
(b) For direct-discharging municipal or commercial water softening plants:
NR 106.90(2)(b)1.
1. Identify the users of soft water or the processes using soft water, and the amounts they use.
NR 106.90(2)(b)2.
2. Determine which users or processes can tolerate unsoftened water, and determine their impact on demand.
NR 106.90(2)(b)3.
3. Determine which users can close-loop their once-through cooling system or which processes can be close-looped, and determine their impact on demand.
NR 106.90(2)(c)
(c) For dairies, train plant personnel to be more aware of salt conservation, emphasizing simple, cost effective housekeeping measures. For example, spilled salt can be cleaned up as a solid waste rather than flushed down the floor drain.
NR 106.90(2)(d)
(d) For those facilities which process vegetables or meats:
NR 106.90(2)(d)2.
2. Optimize softener operation to ensure the appropriate regeneration interval and salt dosage are used.
NR 106.90(2)(e)
(e) For any other facility not listed in pars.
(a) to
(d), conduct activities that identify and quantify chloride and softened water sources and usage and educate personnel on appropriate housekeeping practices and the need to minimize salt and softened water demands.
NR 106.90(3)
(3) Tier 2 source reduction measures are those voluntary source reduction activities that improve and optimize equipment and processes, encourage restricted chloride use by users, eliminate wasteful practices and establish recycling practices where feasible, and other activities similar in nature. Tier 2 source reduction measures may include any of the following:
NR 106.90(3)(a)1.
1. Require significant industrial and commercial contributors to evaluate their water treatment systems with regard to softened water requirements, with the results of that evaluation being the basis for potential restrictions of chloride inputs.
NR 106.90(3)(a)2.
2. Mandate a DIR and high salt efficiency standard for new residential softeners.
NR 106.90(3)(a)3.
3. Mandate participation in a residential softener tune-up program, which involves qualified periodic servicing to ensure proper control settings and adjustments.
NR 106.90(3)(a)4.
4. Where a public water utility has been identified as a significant contributor of chloride to the sewer system, request that the water utility conduct activities listed in par.
(b).
NR 106.90(3)(b)
(b) For direct-discharging municipal or commercial water softening plants:
NR 106.90(3)(b)1.
1. Optimize softener operation to ensure the appropriate regeneration interval and salt dosage are used.
NR 106.90(3)(b)2.
2. If the regeneration is manual or timer-initiated, switch to a DIR controller.
NR 106.90(3)(c)1.
1. Improve the handling of salt brines and the handling of cheese into and out of brine systems. Consider capital improvements such as automating the brine system, properly designed drip pans and splash guards.
NR 106.90(3)(c)2.
2. Optimize softener operation to ensure the appropriate regeneration interval and salt dosage are used.
NR 106.90(3)(c)3.
3. If the regeneration is manual or timer-initiated, evaluate the feasibility of switching to a DIR controller.
NR 106.90(3)(c)5.
5. Determine which subprocesses can tolerate unsoftened water, and make appropriate changes.
NR 106.90(3)(c)6.
6. Determine whether once-through cooling systems can be close-looped, and make appropriate changes.
NR 106.90(3)(c)7.
7. For plants that condense whey, evaluate the feasibility of using condensate of whey (COW) water for the first rinse for clean-in-place (CIP) systems and for boiler makeup water.
NR 106.90(3)(d)1.
1. If the regeneration is manual or timer-initiated, evaluate the feasibility of switching to a DIR controller.
NR 106.90(3)(d)3.
3. Investigate the feasibility of using a phosphonate additive instead of softening the cooling water.
NR 106.90(3)(d)4.
4. Evaluate the feasibility of reusing once-through cooling water as boiler make-up.
NR 106.90(3)(d)5.
5. Investigate the feasibility of using unsoftened water for container fill.
NR 106.90(3)(e)1.
1. If the regeneration is manual or timer-initiated, evaluate the feasibility of switching to a DIR controller.
NR 106.90(3)(f)
(f) For any other facility not listed in pars.
(a) to
(e), conduct activities that improve and optimize equipment and processes, eliminate wasteful practices and establish recycling practices to achieve chloride reductions.
NR 106.90(4)
(4) Tier 3 source reduction measures are those voluntary source reduction activities that evaluate the feasibility of replacing or upgrading equipment and processes or evaluate the feasibility of using alternative technologies or processes, and other activities similar in nature. Tier 3 source reduction measures may include any of the following:
NR 106.90(4)(a)
(a) For POTWs, where residential point-of-use softening is the primary chloride input:
NR 106.90(4)(a)1.
1. Evaluate the requirement for new and replacement softeners to be metered demand type, with a higher, greater than 3350 grains of hardness exchange per pound of salt, efficiency capability.
NR 106.90(4)(a)2.
2. Evaluate the imposition of installation restrictions so that outside hose bibs are on unsoftened water. If restrictions are imposed, new homes and those in real estate transfers should be required to have plumbing restrictions for hard water by-passes, and the requirement should apply to self-installed equipment as well.
NR 106.90(4)(b)
(b) For POTWs, where a central water supply softener is the primary chloride input, conduct activities listed in par.
(c).
NR 106.90(4)(c)
(c) For direct-discharging municipal or commercial water softening plants:
NR 106.90(4)(c)1.
1. Evaluate the feasibility of achieving greater salt efficiencies, greater than 3350 grains of hardness exchange per pound of salt.
NR 106.90(4)(c)2.
2. Evaluate softening alternatives that replace the sodium cycle ion exchange method of softening.
NR 106.90(4)(c)3.
3. Blend softened and unsoftened water to strike a balance between delivered water quality and environmental protection.
NR 106.90(4)(d)1.
1. For plants that make brine salted cheeses, evaluate the feasibility of membrane filtration for reconditioning the brine so that it can be reused.
