NR 212.115(2)
(2) Prior to department approval of a transfer, the discharger applying for an increased wasteload allocation shall demonstrate to the satisfaction of the department that the increase is needed due to:
NR 212.115(2)(b)
(b) Increased production which cannot be accommodated by the current treatment facility, or
NR 212.115(2)(c)
(c) The inability of the current waste treatment facility to meet current wasteload allocations despite optimal operation and maintenance of the treatment facility.
NR 212.115(3)
(3) Prior to department approval of a transfer, all parties to the transfer shall waive all rights under s.
227.51, Stats., to retain any transfer beyond the expiration date of the WPDES permit of the dischargers applying to receive a transfer. The waiver shall be incorporated into both the legally binding agreement in
sub. (1) (a) and the WPDES permit of all parties to the agreement.
NR 212.115 History
History: Cr.
Register, March, 1986, No. 363, eff. 4-1-86.
NR 212.12(1)
(1) Total maximum loads established under this chapter may be calculated based on the use of instream aeration techniques when WPDES permit applications meet both the following conditions:
NR 212.12(1)(a)
(a) A cost-effectiveness analysis is submitted to the department which demonstrates that instream aeration is a satisfactory means of attaining water quality standards; and
NR 212.12(1)(b)
(b) A demonstration is made to the satisfaction of the department that applicable water quality standards will be met and no environmental pollution as defined in s.
299.01 (4), Stats., will occur.
NR 212.12(2)
(2) Instream aeration may not be used to accommodate new or increased discharges of pollutants either from new point sources or from the expansion of existing point sources, except that instream aeration may be available on a temporary basis to accommodate increased pollution loads due to the growth of a municipality when:
NR 212.12(2)(a)
(a) The use of aeration for this purpose is restricted to residential or public sector growth;
NR 212.12(2)(b)
(b) Adequate operation and maintenance of the publicly-owned point source exists;
NR 212.12(2)(c)
(c) Excessive infiltration and inflow have been removed from the collection systems;
NR 212.12(2)(d)
(d) No bypasses occur that are not approved by the department; and
NR 212.12(2)(e)
(e) The municipality has taken all reasonable steps to obtain federal and state financing for its point source.
NR 212.12(3)
(3) The use of instream aeration under
sub. (2) shall be allowed for a period not to exceed 5 years, at which time the publicly-owned point source shall have sufficient treatment capability in place to meet the waste water treatment needs as required by an approved municipal waste water treatment facility plan developed under
ch. NR 110.
NR 212.12 History
History: Cr.
Register, September, 1981, No. 309, eff. 10-1-81;
CR 15-085: am. (2) (d) Register August 2016 No. 728, eff. 9-1-16. NR 212.13(1)
(1) Total maximum loads established under this chapter may be calculated based on the use of flow reregulation techniques when WPDES permit applicants meet all of the following conditions:
NR 212.13(1)(a)
(a) A cost-effectiveness analysis is submitted to the department which demonstrates that flow reregulation is a satisfactory means of attaining water quality standards.
NR 212.13(1)(b)
(b) A technical analysis is presented to the satisfaction of the department which determines the critical water quality conditions for the affected stream segment as a function of the flow reregulation technique.
NR 212.13(1)(c)
(c) Legally binding assurances are provided to the satisfaction of the department that the entity responsible for reregulating flows on the affected stream segment will undertake the agreed-upon flow reregulation activities.
NR 212.13(1)(d)
(d) The flow reregulation does not interfere with the uses for which the impoundment was authorized.
NR 212.13(2)
(2) Flow reregulation may not be used to accommodate new discharges of pollutants either from new point sources or from the expansion of existing point sources.
NR 212.13(3)
(3) Flow reregulation may not be accomplished by the construction of new impoundments built for the primary purpose of increasing flows to accommodate pollution loadings.
NR 212.13(4)
(4) Flow reregulation may not be accomplished by flow augmentation practices which would increase the overall quantity of surface water in the basin. Prohibited practices include interbasin transfers or groundwater pumping.
NR 212.13 History
History: Cr.
Register, September, 1981, No. 309, eff. 10-1-81.
NR 212.40
NR 212.40 Determination of lower Fox river water quality related effluent limitations. Effluent limitations for point sources discharging BOD
5 to the lower Fox river shall be calculated according to the procedures contained in this section. These limitations shall apply from May 1 to October 31 annually.
NR 212.40(1)(a)(a) The total maximum daily BOD
5 loads which are available for allocation to point sources discharging to the lower Fox river between milepoints 40.0 and 32.4 are shown in Table 1-a.
NR 212.40(1)(b)
(b) The total maximum daily BOD
5 loads which are available for allocation to point sources discharging to the lower Fox river between milepoints 32.4 and 19.2 are shown in Table 1-b.
NR 212.40(1)(c)
(c) The total maximum daily BOD
5 loads which are available for allocation to point sources discharging to the lower Fox river between milepoints 7.2 and 0.0 are shown in Table 1-c. For the period June 1 through June 30 of each year, section A of the MAY-JUNE table shall be replaced with section A of the JULY-AUGUST table. The total maximum daily BOD
5 loads shown in Table 1-c have been determined in accord with
ss. NR 102.02 and
102.03 to maintain the dissolved oxygen criteria except for natural conditions and the historically altered hydraulic characteristics.
NR 212.40(2)
(2) The department shall determine baseline loads for each point source subject to the wasteload allocation in accordance with all of the following:
NR 212.40(2)(a)
(a) Publicly-owned point sources between milepoints 40.0 and 19.2. The baseline load expressed in pounds per day for each publicly-owned point source shall be calculated as follows:
-
See PDF for table 
NR 212.40(2)(am)
(am) Publicly-owned point sources between milepoints 7.2 and 0.0. The baseline load expressed in pounds per day for each publicly-owned point source shall be calculated as follows:
-
See PDF for table NR 212.40(2)(b)
(b) Nonpublicly-owned point sources between milepoints 40.0 and 19.2. The baseline load expressed in pounds per day for each nonpublicly-owned point source shall be calculated as follows:
-
See PDF for table NR 212.40(2)(c)
(c) Nonpublicly-owned point sources between milepoints 7.2 and 0.0. The baseline load expressed in pounds per day for each nonpublicly-owned point source shall be calculated as follows:
-
See PDF for table NR 212.40(2)(d)
(d) Mini-cluster adjustment. The baseline load for nonpublicly-owned point sources between milepoints 0.8 and 0.5, and 0.4 and 0.0 shall be adjusted by subtracting 10% of the contractual maximum daily BOD
5 discharged to the publicly-owned point source located between milepoint 1.0 and 0.0. The 10% contractual maximum figure for both non-publicly-owned point sources shall be added to the baseline load for the publicly-owned point source located between milepoints 1.0 and 0.0.
NR 212.40(3)(a)(a) Determine the reserve capacity adjustment. The reserve capacity for each publicly-owned point source located between milepoints 40.0 and 19.2 shall be calculated as follows:
-
See PDF for table NR 212.40(3)(b)
(b) The reserve capacity for each publicly-owned point source located between milepoints 7.0 and 6.0 shall be calculated as follows:
-
See PDF for table NR 212.40(3)(c)
(c) The reserve capacity for each publicly-owned point source located between milepoints 1.0 and 0.0 shall be calculated as follows:
-
See PDF for table NR 212.40(4)
(4) Determine the adjustments to the baseline loads.
NR 212.40(4)(a)
(a) The adjusted baseline load for each publicly-owned point source shall be equal to the baseline load for the source calculated in
sub. (2) (a) or
(am) plus the reserve capacity for the same source calculated in
sub. (3), plus the mini-cluster adjustment, if any, calculated in
sub. (2) (d).
NR 212.40(4)(c)
(c) The adjusted baseline load for publicly-owned and nonpublicly-owned point sources from milepoints 32.4 through 19.2 shall include an incremental addition as follows:
-
See PDF for table NR 212.40(4)(d)
(d) The adjusted baseline load for nonpublicly-owned point source located between milepoint 0.8 and 0.5 shall be reduced by 2500 pounds of BOD
5 from the amount calculated in
par. (b).
NR 212.40(5)
(5) Determine the allocation for each point source. The allocation for each point source shall be calculated as follows:
-
See PDF for table NR 212.40(6)
(6) For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met:
NR 212.40(6)(a)
(a) For a point source discharging into the lower Fox river from milepoints 40.0 through 19.2, the sum of the actual daily discharges for any 7-consecutive-day-period may not exceed the sum of the daily point source allocation values calculated under
sub. (5) for the same 7-consecutive-day-period; and
NR 212.40(6)(am)
(am) For a point source discharging into the lower Fox river from milepoints 7.2 through 0.0, the sum of the actual daily discharges for any 7-consecutive-day-period may not exceed the sum of the daily point source allocation values calculated under
sub. (5) for the same 7-consecutive-day-period; and
NR 212.40(6)(b)1.
1. For a point source discharging into the lower Fox river between milepoints 40.0 through 32.4, the actual discharge may not exceed 138% of the allocation for that day as calculated under
sub. (5).
NR 212.40(6)(b)2.
2. For a point source discharging into the lower Fox river between milepoints 32.4 and 19.2, the actual discharge may not exceed 120.0% of the allocation for that day as calculated under
sub. (5).
NR 212.40(6)(b)3.
3. For a point source discharging into the lower Fox river between milepoints 7.2 and 0.0, the actual discharge may not exceed 134% of the allocation for that day as calculated under
sub. (5).
NR 212.40(7)
(7) The flow and temperature conditions used to determine compliance with permit effluent limits shall be the representative measurements of the flow averaged over the previous 4 days and temperature of the previous day.
NR 212.40(8)
(8) Reallocation of available wasteload allocations. NR 212.40(8)(a)(a) Wasteload allocations may be reallocated under
par. (c) when a wasteload allocated permit expires, is revoked or surrendered for the following purposes:
NR 212.40(8)(a)1.
1. Provide for the wasteload needed due to the reactivation of a facility that had closed and made the wasteload available.
NR 212.40(8)(a)2.
2. Provide the wasteload for new production increases by existing dischargers.
NR 212.40(8)(a)4.
4. Provide for existing dischargers to raise their existing allocations in the appropriate stream segment towards categorical effluent limitation levels based upon a demonstration of need that the dischargers' treatment facility is incapable of meeting applicable wasteload allocations.
NR 212.40(8)(b)
(b) Reallocations shall include an explicit reserve capacity for future new dischargers or future production increases by existing dischargers.
NR 212.40(8)(c)
(c) The following procedures shall be used to reallocate available wasteloads:
NR 212.40(8)(c)1.
1. Upon notification by the department of an available wasteload allocation pursuant to
par. (a), the designated management agency shall publish a notice of wasteload availability.
NR 212.40(8)(c)2.
2. A 6 month period shall be provided for persons to declare interest in available wasteload allocations.
NR 212.40(8)(c)3.
3. Within 60 days of the end of the 6 month period the designated management agency shall conduct a public meeting regarding the proposed reallocation.
NR 212.40(8)(c)4.
4. The designated management agency shall recommend a reallocation proposal to the department including an explicit reserve capacity.
NR 212.40(8)(c)5.
5. The department shall notify the designated management agency of acceptance or rejection of the recommendation within 6 months.
NR 212.40 History
History: Cr.
Register, September, 1981, No. 309, eff. 10-1-81; cr. (8),
Register, August, 1985, No. 356, eff. 9-1-85; am. (2) (a) and (b), (3), (5) and (6) (b) 1. and 2., cr. (4) (c), r. and recr. (8),
Register, May, 1986, No. 365, eff. 6-1-86; cr. (1) (c), (2) (am), (c) and (d), (3) (b) and (c), (6) (am) and (b) 3., am. (4) (a) and (b), renum. (3) to be (3) (a),
Register, March, 1987, No. 375, eff. 4-1-87; am. (1) (c) and (4) (a),
Register, April, 1988, No. 388, eff. 5-1-88; cr. (4) (d), r. and recr. Table 1-C,
Register, March, 1996, No. 483, eff. 4-1-96;
CR 15-085: am. (2) (intro.), (b), (c) Register August 2016 No. 728, eff. 9-1-16. NR 212.60
NR 212.60 Determination of upper Wisconsin river water quality related effluent limitations. Effluent limitations for point sources discharging BOD
5 to the upper Wisconsin river shall be calculated according to the procedures contained in this section. These limitations shall apply from May 1 to October 31 annually.
NR 212.60(1)
(1) The department shall determine baseline loads for each point source subject to the wasteload allocation in accordance with all of the following:
NR 212.60(1)(a)
(a) The baseline load for each publicly-owned point source located between milepoints 205.3 and 171.9 shall be calculated as follows:
-
See PDF for table NR 212.60(1)(b)
(b) The baseline load for each nonpublicly-owned point source located between milepoints 205.3 and 171.9 shall be calculated as follows:
-
See PDF for table NR 212.60(1)(d)
(d) The baseline load for each nonpublicly-owned point source with best practicable waste treatment effluent limitations of less than 500 pounds per day located between milepoints 271.1 and 240.0 shall be calculated as follows:
-
See PDF for table NR 212.60(1)(e)
(e) The baseline load for each nonpublicly-owned point source with best practicable waste treatment effluent limitations of BOD
5 equal to or exceeding 500 pounds per day located between milepoints 271.1 and 240.0 shall be calculated as follows:
-
See PDF for table NR 212.60(1)(f)
(f) The baseline load for each publicly-owned point source located between milepoints 341.4 and 305.9 shall be calculated as follows:
-
See PDF for table NR 212.60(1)(g)
(g) The baseline load for each nonpublicly-owned point source located between milepoints 341.4 and 305.9 shall be calculated as follows:
-
See PDF for table NR 212.60(2)
(2) Determine the allocation for each point source.
NR 212.60(2)(a)
(a) The allocation for each publicly-owned point source located between milepoints 205.3 and 171.9 shall be its baseline load as determined in
sub. (1) (a).
NR 212.60(2)(b)
(b) The allocation for each nonpublicly-owned point source located between milepoints 205.3 and 171.9 shall be calculated as follows:
-
See PDF for table
For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met:
NR 212.60(2)(b)1.
1. The sum of the actual daily discharges for any 5-consecutive-day-period may not exceed the sum of the daily point source allocation values calculated under the formula for the same 5-consecutive-day-period; and
NR 212.60(2)(b)2.
2. For any one day period, the actual discharge for the point source may not exceed 120.5% of the allocation for that day as calculated under the formula.
NR 212.60(2)(c)1.1. The allocation for publicly-owned point source located between milepoint 240.0 and 250.0 shall be its baseline load as determined under
sub. (1) (c).
NR 212.60(2)(c)2.
2. The allocation for publicly-owned point sources located between milepoint 250.0 and 260.0 shall be determined as follows:
