Elimination of WWTP effluent on Reedy River could reduce average stream flow by 13%. Elimination of WWTP effluent on Reedy River could reduce peak flows by 5%. Elimination of WWTP effluent on Reedy River could reduce minimum flows by 55%. Elimination of WWTP effluent on Reedy River could reduce TN by 53%. Elimination of WWTP effluent on Reedy River could reduce TP by 49%.