A.
Prohibited discharge standards. Discharge standards shall be in accordance with Article V of this chapter.
B.
National Categorical Pretreatment Standards. The categorical pretreatment standards found at 40 CFR Chapter I, Subchapter N, Parts 405 to 471, are hereby incorporated.
(1)
Where a categorical pretreatment standard is expressed only in terms of either the mass or the concentration of a pollutant in wastewater, the Director may impose equivalent concentration or mass limits in accordance with 40 CFR 403.6(c).
(2)
A user may obtain a variance from a categorical pretreatment standard if the user can prove, pursuant to the procedural and substantive provisions in 40 CFR 403.13, that factors relating to its discharge are fundamentally different from the factors considered by the EPA when developing the categorical pretreatment standard.
(3)
A user may obtain a net gross adjustment to a categorical standard in accordance with 40 CFR 403.15.
C.
Local pretreatment standards. The following pollutant limits are established to protect against pass-through and interference. No person shall discharge wastewater containing in excess of the following instantaneous maximum allowable discharge limits:
(1)
Local limits. The below limits apply at the point where the wastewater is discharged to the POTW. All concentrations for metallic substances are for "total" metal unless indicated otherwise. The Director may impose mass limitations in addition to, or in place of, the concentration-based limitations below.
0.7068 mg/l chromium | |
0.0840 mg/l cyanide | |
0.2640 mg/l lead | |
0.3450 mg/l nickel | |
0.0348 mg/l selenium | |
0.8358 mg/l zinc |
(2)
Screening levels. The following discharge screening levels are established to protect against pass-through and interference. The Director may require an industrial user which exceeds the following screening levels at the point of discharge into the municipal sewer system to conduct periodic sampling and analyses for those parameters which are exceeded. Such sampling and analyses as well as reporting requirements shall be in accordance with § 122-70 of this chapter.
(a)
The Town may establish a local limit for any of the following parameters to protect the POTW against pass-through and interference:
48.0 mg/l aluminum | |
0.0098 mg/l beryllium | |
0.0281 mg/l cadmium | |
0.0086 mg/l mercury | |
0.0174 mg/l molybdenum | |
163.0 mg/l phenol |
(b)
The following discharge screening levels are based upon fume toxicity to public and POTW employee safety and the integrity of the POTW and collection system:
1.19 mg/l acrylonitrile | |
0.14 mg/l benzene | |
0.31 mg/l chlorobenzene | |
0.41 mg/l chloroform | |
2.29 mg/l 1,1-dichloroethane | |
3.60 mg/l 1,2-dichloropropane | |
0.08 mg/l 1,3-dichloropropene | |
1.58 mg/l ethyl benzene | |
0.02 mg/l formaldehyde | |
0.09 mg/l hexachloroethane | |
2.06 mg/l methylene chloride | |
0.68 mg/l toluene | |
0.39 mg/l 1,2,4-trichlorobenzene | |
1.56 mg/l 1,1,1-trichloroethane | |
1.23 mg/l trichlorofluoromethane | |
0.004 mg/l vinyl chloride |
(3)
Maximum allowable headwork's loading limits.
(a)
The following pollutant limits are established to protect against pass-through and interference at the POTW. In no case shall the influent headwork's loading at the POTW exceed the following limits:
0.2280 lb/day arsenic | |
7.784 lb/day copper | |
1.0271 lb/day silver |
(b)
The Director shall develop maximum allowable discharge limits for each permitted significant contributing industrial user and implement them as part of the industrial user's discharge permit to ensure that these limits are not exceeded. Such discharge limits shall be calculated utilizing a mass proportion allocation.
(c)
The limits calculated using the above formula shall be included in each contributing significant industrial user's discharge permit and shall be applied at the point of discharge into the public sanitary sewer system. The Director shall apply the more stringent of the local limit or categorical limit.
D.
Derry's right of revision. Derry reserves the right to establish, by ordinance or in wastewater discharge permits, more stringent standards or requirements on discharges to the POTW.
E.
Dilution. No user shall ever increase the use of the process water, or in any way attempt to dilute a discharge, as a partial or complete substitute for adequate treatment to achieve compliance with a discharge limitation unless expressly authorized by an applicable pretreatment standard or requirement. The Director may impose mass limitation on users which are using dilution to meet applicable pretreatment standards or requirements or in other cases when the imposition of mass limitations is appropriate.