An activated sludge plant notices a sudden increase in final effluent turbidity. Microscopic exam shows mostly tiny pin-point floc particles and dispersed growth with very few larger, compact flocs. Settleometer data shows a low SVI of 65 mL/g. Process data shows MCRT is very high at 28 days and F:M is very low at 0.08. Effluent BOD tests indicate most of the remaining BOD is particulate (from fine suspended solids) rather than soluble. Which operational change is the best first step to correct the cause of this effluent turbidity?