Specifications include, but are not limited to: Construction of a new headworks structure with multi-rake mechanical bar screens, a manual coarse bar rack, a sluicing trough, washer compactors, grit removal equipment, grit classifiers, telescoping valves, an automatic sampler, and two equalization basin influent pumps. B. Construction of an equalization basin that will accept screened and degritted flow from the headworks structure for all influent flows above 33 mgd. C. Construction of odor control systems for both the headworks structure and the equalization basin. D. Construction of a new biological nutrient removal (BNR) basin splitter box to reroute each of the new upsized 42-inch influent pipes to the BNR basin so that they enter the basin at the initiation of the new anaerobic zone. The return activated sludge (RAS) flow will be returned to this distribution box. E. Conversion of a portion of the existing BNR basin volume to a fermentation zone to provide enhanced biological phosphorus removal, followed by an anoxic zone for denitrification. F. Addition of increased levels of dissolved oxygen into each of the three oxidation ditches supplied by two duty blowers and additional coarse bubble diffused aeration into BNR Basins 1, 2 and 3. G. Raising of the BNR effluent weirs to avoid submerging them, as well as to reduce head losses in the clarifier distribution piping. H. Installation of interior launders in the clarifier distribution box that feed each of the existing sumps. I. Various improvements at the Reclaimed Water Pump Station, including removal of an existing pump and installation of two new pumps, and refurbishment, as needed, of the existing pump control valves. J. Various improvements inside the existing Return Sludge Pump Station and the RAS/WAS Pump Station, including removal of the existing WAS pumps and variable speed drives and installation of new WAS pumps and variable speed drives; modifications to the existing scum pumps; HVAC improvements; and structural modifications.