Admin. R. Mont. 17.30.1354
(1) When part of a discharger's process wastewater is not being discharged into state waters or contiguous zone because it is disposed into a well, into a POTW, or by land application thereby reducing the flow or level of pollutants being discharged into state waters, applicable effluent standards and limitations for the discharge in an MPDES permit must be adjusted to reflect the reduced raw waste resulting from such disposal. Effluent limitations and standards in the permit must be calculated by one of the following methods:
(b) In all cases other than those described in (a), effluent limitations must be adjusted by multiplying the effluent limitation derived by applying effluent limitation guidelines to the total waste stream by the amount of wastewater flow to be treated and discharged into state waters, and dividing the result by the total wastewater flow. Effluent limitations and standards so calculated may be further adjusted under 40 CFR Part 125, subpart D, to make them more or less stringent if discharges to wells, publicly owned treatment works, or by land application change the character or treatability of the pollutants being discharged to receiving waters. This method may be algebraically expressed as:
| P = | E x N T |
where P is the permit effluent limitation, E is the limitation derived by applying effluent guidelines to the total waste-stream, N is the wastewater flow to be treated and discharged to state waters, and T is the total wastewater flow.
(2) Section (1) does not apply to the extent that promulgated effluent limitations guidelines:
Authorizing statute(s): 75-5-201, 75-5-401, MCA
Implementing statute(s): 75-5-401, MCA
History: NEW, 1989 MAR p. 2060, Eff. 12/8/89; TRANS, from DHES, 1996 MAR p. 1499; AMD, 2020 MAR p. 1879, Eff. 10/24/20; AMD, 2024 MAR p. 257, Eff. 2/10/24.