“…effluent from primary sedimentation, without coagulation-flocculation in the case of urban WWTP and with additional coagulation-flocculation or stabilisation step in the case of industrial WWTP) or mechanical- biological treatment steps (final effluent from urban WWTP) are presented in Table 6, considering especially some common quality indicators required to be controlled in each compliance plan for comparison with the maximal permitted limits (recommended by environmental controller). of basic aromatic products for alimentary industry, food, flavours as C14-C16 aldehydes, γ and ω lactones, cyclic cetones, esters, glycolates, ntermediate fractions from petroleum products) [20,22], [23] (with WWTP No. 2) aeration/oxidation basin, 2 secondary radial settlers of 35 m in diameter, chemicals used as nutrients (10% industrial lime for pH correction, 10% tri-sodium phosphate, 10% urea); it exists also 1 biofilter (h=4 m, chemically inert granite support, 4-8 cm-material size); for sludge line -(3) sludge evacuation (pumping, recycling) and in-excess sludge treatment (mechanical and gravitational concentration to 6-10% solids, and dewatering); A required standard quality must be related to the treated wastewater when it is used as processing water, or for recycling/reusing goal, and also if is discharged in local receiving watercourse [1,5].…”