Page 8 - Guide to Managing Trade Effluent - 2023
P. 8

Calculating Effluent Charges                                                                                           Drivers for Investing in
                                                                                Modgen Formula
        Under Section 142 of the Water Industry Act 1991, the                                                                    Effluent Treatment
        sewage undertaker is allowed to make a charge for the
        discharge of effluent into his sewer.                                                                                  There are five main reasons why a company should consider investing in its effluent treatment
        The calculation charge is calculated using the Modgen                                                                  system. These are:
        Formula.                                                            C = total charge per cubic meter of trade
        In a simplified form the Modgen Formula can be expressed            effluent                                           Achieving Compliance:  Failure to ensure that the quality of the effluent achieves the conditions
        as:                                                                                                                    set out within the Trade Effluent Consent may result in Court action and subsequent fines. Where
                                                                            R= One third of the amount determined              severe non-compliance or prolonged non-compliance issues occur; the Sewerage Undertaker
        Cost = Volume x Strength                                            by the Sewage Undertaker as the                    has the ability to prevent further discharges into his sewerage system occurring.
                                                                            average cost to the Sewage Undertaker
                                                                            for the year of charge of receiving into its
                                                                            sewers and conveying one cubic meter of            Increased Capacity:  Plans for increasing the factories production capacity may increase the
        •  The more concentrated (stronger) the effluent the higher the     sewage to the sewage treatment works
            charge.                                                                                                            volume of effluent that is produced. Increasing the capacity of the sites effluent treatment plant
        •  Even diluted effluent will be subject to a charge eg clean       V=The amount determined by the                     may give rise to a need to upgrade or modify the factories the existing effluent treatment plant.
            water.                                                          sewage undertaker as the average
        •  Dilution will not reduce the total cost payable.                 cost for the year of charge of primary             Reducing Operating Costs:  Modernisation of the effluent treatment plant may reduce electricity
                                                                            treatment and other volumetric treatment           usage, reduce consumables, and or reduce the amount of waste generated. These benefits may
                                                                            costs in the treatment of one cubic meter
        A reduction in the overall cost of disposal will only be            of sewage at the treatment works                   reduce the cost of treating the effluent, reducing the facilities operating costs. In addition, the
        achieved by reducing the strength of the effluent and/or                                                               improvements may also reduce the amount of waste generated, again reducing the facilities
        reducing the volume of effluent that is disposed.                   Ot =The Chemical Oxygen Demand                     operating costs.
                                                                            (COD) of the trade effluent in mg/l after
                                                                            one hour quiescent settlement
                                                                                                                               Changes In Effluent Quality:  Both the volume and composition of the effluent generated by the
                                                                            Os=The estimated average Chemical                  facility is a function of the operating processes undertaken at the facility. Where changes to the
                                                                            Oxygen Demand (COD) of settled                     sites production is made, this may change the composition of the effluent that is delivered into the
                                                                            sewage in mg/l at the sewage treatment
                                                                            works as determined by the Sewerage                sites effluent treatment plant. Any changes in the nature of the effluent which is produced may
                                                                            Undertaker for the purposes of the year of         necessitate a need to alter the sites existing effluent treatment capabilities.
                                                                            charge.
                                                                                                                               More Stringent Discharge Targets:  There is a continuing drive to reduce the amount of pollution
                                                                            B= The amount determined by the
                                                                            sewerage undertaker as the average cost            that enters our inland waterways. Sewage undertakers are being put under increasing pressure to
                                                                            to the sewerage undertaker for the year            reduce the concentration of pollutants present within the discharge from the sewage treatment
                                                                            of charge of biological treatment of one           works. This in turn sees the undertaker imposing tighter limits on the quality of the effluent that is
                                                                            cubic metre of sewage at the sewage                discharged into his network; making a need to upgrade the sites effluent treatment plant.
                                                                            treatment works.
                                                                            St= The total suspend solids in the trade
                                                                            effluent in mg/l at the pH of the trade
                                                                            effluent.

                                                                            Ss= The estimated average amount of
                                                                            suspended solids in mg/l determined on
                                                                            a shaken sample, in sewage received
                                                                            for treatment as the sewage treatment
                                                                            works as determined by the sewerage
                                                                            Undertaker for the purposes of the year of
                                                                            charge

                                                                            S= The amount determined by the
                                                                            Sewerage Undertaker as the average
                                                                            cost to the Sewerage Undertaker for
                                                                            the year of charge, of primary sludge
                                                                            treatment and disposal of one cubic
                                                                            meter of sewage at the sewage
                                                                            treatment works




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