Specifications include, but are not limited to: The Work includes connection of the existing 48-inch diameter ozone effluent piping directly to the Parshall flume structure. A new 48-inch diameter pipeline will extend along the south and east sides of the basins to a new diversion weir structure. The weir structure will contain a downward-acting slide gate to control flow to the Parshall flumes and set the water level within the East Campus Reuse Water Pump Station forebay. A new 42-inch diameter high-density polyethylene (HDPE) pipe will extend north from the weir structure and terminate at the 54-inch diameter reinforced concrete pipe filter effluent pipe. A new junction box will be provided at the connection point with a slide gate isolating the UV disinfection facility from the East Campus Reuse Water Pump Station. The existing sodium hypochlorite dosing point will be relocated to the new junction box in order to maintain chlorine residual in the East Campus Reuse Water Pump Station. Construct a new sodium hypochlorite line with secondary containment adjacent to the proposed 48-inch diameter HDPE membrane ozone bypass pipe with necessary chemical pull boxes for future connection in project 19003 FWRC M&O Chemical Facility. The Engineer’s estimate is in the $1,560,000 to $1,820,000 range