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: 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: 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: 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: NR 212.60(2)(c)2.a.a. For the period January 1, 1986 through December 31, 1990, the allocation shall be determined as follows: Point Source Allocation = (Q) (8.34) (45)
Where Q = 3.1 million gallons per day
8.34 = Conversion factor (lbs./gal.)
45 = 45 milligrams per liter concentration of BOD5
NR 212.60(2)(c)2.b.b. For each 5-year period beginning January 1, 1991 through December 31, 2005, the allocation shall be redetermined on the basis of projected flows and the demonstrated treatment capability of the point source. The redetermination shall be made at the time of each 5-year reevaluation under s. NR 212.06 (2). No allocation may exceed the baseline load as determined in sub. (1) (c). NR 212.60(2)(c)3.3. The allocation for the publicly-owned point sources located between milepoints 260.0 and 265.0 shall be a reduction in discharge to levels appearing in Table 8-m. For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met: NR 212.60(2)(c)3.a.a. The sum of actual daily discharges for any 5-consecutive-day period may not exceed the sum of the daily point source allocation values calculated for the same 5-consecutive-day period. NR 212.60(2)(c)3.b.b. For any one day period, the actual discharge for the point source may not exceed 108.5% of the allocation for that day calculated for those flow temperature regimes identified as Condition A in Table 8-m or 101.8% of the allocation for that day calculated for those flow/temperature regimes identified as Condition B in Table 8-m or 113.0% of the allocation calculated for those flow/temperature regimes identified as Condition C in Table 8-m. NR 212.60(2)(c)4.4. The allocation for publicly-owned point sources located between milepoints 265.0 and 271.1 shall be its baseline load as determined under sub. (1) (c). NR 212.60(2)(d)(d) The allocation for each nonpublicly-owned point source located between milepoints 271.1 and 240.0 with best practicable waste treatment effluent limits of less than 500 pounds of BOD5 per day shall be its baseline load as determined under sub. (1) (d). NR 212.60(2)(e)(e) The allocation for each nonpublicly-owned point source located between milepoints 271.1 and 258.5 with best practicable waste treatment effluent limits equal to or exceeding 500 pounds of BOD5 per day shall be a reduction in its discharge to levels appearing in Table 2-m. For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met: NR 212.60(2)(e)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 Table 2-m for the same 5-consecutive-day period. NR 212.60(2)(e)2.2. For any one day period, the actual discharge for the point source may not exceed 101.8% of the allocation for that day calculated for those flow/temperature regimes identified as Condition B in Table 2-m or 113.0% of the allocation calculated for those flow/temperature regimes identified as Condition C in Table 2-m. No percentage adjustment shall be made for conditions identified as Condition A in Table 2-m. NR 212.60(2)(f)(f) The allocation for each nonpublicly-owned point source located between milepoints 258.4 and 258.2 with best practicable waste treatment effluent limits equal to or exceeding 500 pounds of BOD5 per day shall be a reduction in its discharge to levels appearing in Table 3-m. For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met: NR 212.60(2)(f)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 Table 3-m for the same 5-consecutive-day-period. NR 212.60(2)(f)2.2. For any one day period, the actual discharge for the point source may not exceed 108.5% of the allocation for that day calculated for those flow/temperature regimes identified as Condition A in Table 3-m or 101.8% of the allocation calculated for those flow/temperature regimes identified as Condition B in Table 3-m or 113.0% of the allocation calculated for those flow/temperature regimes identified as Condition C in Table 3-m. NR 212.60(2)(g)(g) The allocation for each nonpublicly-owned point source located between milepoints 258.19 and 249.0 with best practicable waste treatment effluent limits equal to or exceeding 500 pounds of BOD5 per day shall be a reduction in its discharge to levels appearing in Table 4-m. For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met: NR 212.60(2)(g)1.1. The sum of actual daily discharges for any 5-consecutive-day period may not exceed the sum of the daily point source allocation values calculated for the same 5-consecutive-day period. NR 212.60(2)(g)2.2. For any one day period, the actual discharge for the point source may not exceed 108.5% of the allocation for that day for those flow/temperature regimes identified as Condition A in Table 4-m or 101.8% of the allocation calculated for those flow/temperature regimes identified as Condition B in Table 4-m or 113.0% of the allocation calculated for those flow/temperature regimes identified as Condition C in Table 4-m. NR 212.60(2)(h)(h) The allocation for each nonpublicly-owned point source located between milepoints 248.9 and 240.0 with best practicable waste treatment effluent limits equal to or exceeding 500 pounds of BOD5 per day shall be a reduction in its discharges to levels appearing in Table 5-m. For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met: NR 212.60(2)(h)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 Table 5-m for the same 5-consecutive-day period. NR 212.60(2)(h)2.2. For any one day period, the actual discharge for the point source may not exceed 113.4% of the allocation for that day calculated for those flow/temperature regimes identified as Condition A in Table 5-m or 110.2% of the allocation for that day calculated for those flow/temperature regimes identified as Condition B in Table 5-m or 113.0% of the allocation for that day calculated for those flow/temperature regimes identified as Condition C in Table 5-m. NR 212.60(2)(i)(i) The allocation for each publicly-owned point source located between milepoints 341.4 and 305.9 shall be its baseline load as determined under sub. (1) (f). NR 212.60(2)(j)(j) The allocation for each nonpublicly-owned point source located between milepoints 341.4 and 313.2 with best practicable waste treatment limits equal to or exceeding 550 pounds of BOD5 per day shall be a reduction in its discharge to levels appearing in Table 6-m. For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met: NR 212.60(2)(j)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 Table 6-m for the same 5-consecutive-day period. NR 212.60(2)(j)2.2. For any one day period, the actual discharge for the point source may not exceed 106.5% of the allocation for that day calculated for those flow/temperature regimes identified as Condition B in Table 6-m. No percentage adjustments shall be made for conditions identified as Condition A in Table 6-m. NR 212.60(2)(k)(k) The allocation for each nonpublicly-owned point source located between milepoints 313.19 and 305.9 with best practicable waste treatment limits equal to or exceeding 550 pounds of BOD5 per day shall be a reduction in its discharge to levels appearing in Table 7-m. For purposes of determining compliance with water quality related effluent limits, the following conditions shall be met: NR 212.60(2)(k)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 Table 7-m for the same 5-consecutive-day period. NR 212.60(2)(k)2.2. For any one day period, the actual discharge for the point source may not exceed 106.5% of the allocation for that day calculated for those flow/temperature regimes identified as Condition B in Table 7-m. No percentage adjustments shall be made for conditions identified as Condition A in Table 7-m. NR 212.60(3)(3) The flow and temperature conditions used to determine compliance with permit effluent limits shall be the representative measurements of the flow and temperature of the previous day. NR 212.60(4)(4) Reallocation of available wasteload allocations. NR 212.60(4)(a)(a) Wasteload allocations may be reallocated under par. (c) when a previously issued wasteload allocated permit expires, is revoked or is voluntarily surrendered. Such reallocation may be accomplished for the following purposes: NR 212.60(4)(a)1.1. Provide for the wasteload needed due to the reactivation of a facility that had previously closed and caused the wasteload to become available. NR 212.60(4)(a)4.4. Provide for existing dischargers to raise their existing allocation in the appropriate stream segment towards categorical effluent limitation levels based upon a demonstration of need that the discharger’s treatment facility is incapable of meeting applicable wasteload allocations. NR 212.60(4)(b)(b) Any reallocation shall include explicit reserve capacity for future new dischargers or future production increase by existing dischargers. NR 212.60(4)(c)(c) Reallocations shall occur according to the following procedure: NR 212.60(4)(c)1.1. Upon notification by the department of the availability of a wasteload pursuant to s. NR 212.60 (4) (a), the designated management agency shall publish a notice of wasteload availability. NR 212.60(4)(c)2.2. A 6-month period shall be provided for persons to declare interest in available wasteload allocations. NR 212.60(4)(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 212.60(4)(c)4.4. The designated management agency shall recommend a reallocation including an explicit reserve capacity to the department within 30 days of the public meeting. NR 212.60(4)(c)5.5. The department shall notify the designated management agency of acceptance or rejection of the recommendation within 6 months. NR 212.60 HistoryHistory: Cr. Register, September, 1981, No. 309, eff. 10-1-81; emerg. r. and recr. (1) (c) and (2) (c), eff. 8-5-83; r. and recr. (1) (c) and (2) (c), Register, November, 1983, No. 335, eff. 12-1-83; am. (1) (a) and (f), (2) (b) 2., cr. (4), Register, May, 1986, No. 365, eff. 6-1-86; am. (1) (c) to (e), (2) (c) 1., 2.a. and 3., (d), (e) 2., (f) 2., (g), (h) (intro.) and 2., cr., tables 1-c and 8-m, r. and recr. tables 2-m, 3-m, 4-m and 5-m, Register, March, 1987, No. 375, eff. 4-1-87; am. table 1-c, Register, April, 1988, No. 388, eff. 5-1-88; CR 15-085: am. (1) (intro.), (b), (d), (e), (g) Register August 2016 No. 728, eff. 9-1-16. NR 212.70NR 212.70 Determination of Peshtigo river water quality related effluent limitations. Effluent limitations for point sources discharging BOD5 to the Peshtigo river shall be calculated according to the procedures contained in this section. These limitations shall apply from May 1 to October 31 annually. NR 212.70(1)(1) Determine baseline loads for each point source subject to the wasteload allocation. NR 212.70(1)(a)(a) The baseline load for each publicly-owned point source located between milepoints 9.6 and 0.0 shall be calculated as follows: NR 212.70(1)(b)(b) The baseline load for each nonpublicly-owned point source located between milepoints 12.0 and 9.7 shall be calculated as follows: NR 212.70(2)(2) Determine the allocation for each point source. NR 212.70(2)(a)(a) The allocation for each publicly-owned point source located between milepoints 9.6 and 0.0 shall be a reduction in its discharge to levels appearing in Table 1-p. NR 212.70(2)(b)(b) The allocation for each nonpublicly-owned point source located between milepoints 12.0 and 9.6 shall be a reduction in its discharge to levels appearing in Table 2-p. NR 212.70(3)(3) The flow and temperature conditions used to determine compliance with permit effluent limits shall be the representative average measurements of the flow and temperature of the previous day. NR 212.70 HistoryHistory: Cr. Register, May, 1985, No. 353, eff. 6-1-85; CR 15-085: am. (1) (a), (b) Register August 2016 No. 728, eff. 9-1-16. subch. III of ch. NR 212Subchapter III — Development of Total Maximum Daily Loads and Effluent Limitations Developed Through Wasteload Allocations NR 212.71NR 212.71 Applicability. This subchapter establishes the procedures, methodologies, and requirements to be used for determining total maximum daily loads and water quality-based effluent limitations developed through wasteload allocations for pollutants except as provided in subch. II. NR 212.71 HistoryHistory: CR 15-085: cr. Register August 2016 No. 728, eff. 9-1-16. NR 212.72NR 212.72 Definitions. In addition to the definitions and abbreviations in ss. NR 205.03 and 205.04 the following definitions are applicable to the terms of this subchapter: NR 212.72(1)(1) “EPA” means the United States environmental protection agency. NR 212.72(3)(3) “Increased discharge” means any increase in the concentration or mass loading of a pollutant of concern that exceeds an effluent limitation that is in effect in a current permit. NR 212.72(5)(5) “Loading capacity” means the greatest amount of loading that a water can receive without violating water quality standards. NR 212.72(6)(6) “Margin of safety” means a required component of the TMDL that accounts for the uncertainty in the response of the waterbody to loading reductions. NR 212.72(7)(7) “Natural background load” means loads emanating from natural sources, including but not limited to forested and undeveloped lands and from natural processes such as weathering and dissolution, which would exist in the absence of measurable impacts from human activity or influence. NR 212.72(8)(8) “New discharge” means a point source that discharges the pollutant of concern that commenced operation after the TMDL was approved by EPA and was not given a wasteload allocation in the TMDL. NR 212.72(9)(9) “Pollutant of concern” means any pollutant discharged that has an applicable TBEL, a wasteload allocation from a TMDL or watershed analysis, or is identified as needing a WQBEL to meet water quality standards. NR 212.72(10)(10) “TBEL” means technology-based effluent limitation. NR 212.72(11)(11) “TMDL” means total maximum daily load and is the sum of the individual wasteload allocations for point sources, load allocations for nonpoint sources, natural background, and a margin of safety. TMDLs can be expressed in terms of mass per time, toxicity, or other appropriate measures that relate to a state water quality standard. NR 212.72(13)(13) “WQBEL” means water quality-based effluent limitation. NR 212.72 HistoryHistory: CR 15-085: cr. Register August 2016 No. 728, eff. 9-1-16. NR 212.73NR 212.73 TMDL development requirements for impaired waters. NR 212.73(1)(1) Purpose. This section establishes the procedure, methodologies, and requirements to be used for developing TMDLs. NR 212.73(2)(2) Prioritization. The department shall create and maintain an impaired waters list of waters that fail to meet water quality standards and, therefore, require the development of TMDLs or alternative remediation plans. The impaired waters list shall include a priority ranking for the development of a TMDL for all listed waters. The priority ranking shall consider the severity of the pollution, the uses to be made of such waters, and whether implementing existing TBELs and WQBELs in permits are sufficient to achieve water quality standards. By April 1 of each even-numbered year, the Department shall submit to the EPA a prioritized ranking of waters on the impaired waters list targeted for TMDL development for a two-year period. Impaired waters addressed by alternative remediation plans may be assigned a low priority for TMDL development on the impaired waters list.
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Chs. NR 200-299; Environmental Protection – Wisconsin Pollutant Discharge Elimination System
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