Looking for some advice from operators who have experience treating high-grease wastewater from meat processing facilities.
I’m currently operating a 7,000 GPD extended aeration package plant servicing a meat packing company. The facility averages approximately 2,500 GPD in actual flow.
The plant was brought online about two weeks ago, and we’re currently in the process of reseeding and establishing a healthy biomass.
Current challenges:
High grease/FOG loading from the industrial waste stream.
Low biological solids inventory as we’re rebuilding the biomass.
Trying to reduce effluent TSS and improve settling performance.
Relatively low hydraulic loading compared to the plant’s design capacity.
A few questions for experienced operators:
Has anyone operated a similar extended aeration package plant treating meat processing wastewater?
What SVI range have you found produces the best settling and effluent clarity under these conditions?
What sludge age (SRT/MCRT) have you had the most success maintaining for TSS removal in smaller extended aeration systems?
Have you found that maintaining a higher MLSS improves settling, or does it create issues with older sludge and poor floc formation?
Any recommendations for managing grease interference with biological treatment and secondary clarification?
During startup or reseeding, what operational adjustments have helped you establish a stable biomass while minimizing solids carryover?
I’m particularly interested in real-world operating experience rather than just textbook target ranges.
Any input on SVI, sludge age, wasting strategies, DO control, or improving secondary clarifier performance would be appreciated.
Thanks in advance!
Edit: 4 grease traps, separate sanitary trash trap from restrooms. Equalization well, extended aeration, clarifier and slow sand filters. UV disinfection.