Wingham Wastewater Collection, Treatment, and Disposal System Sample Clauses

Wingham Wastewater Collection, Treatment, and Disposal System. VWC shall meet the effluent quality below based on the Wastewater Influent Specification to ensure compliance with ECA #1040-9HAN94 Wastewater Influent Specification Wastewater Effluent Specification Objectives (Best Efforts) Flow Maximum Monthly Average (m3/d) 3400 3400 Carbonaceous Biochemical Oxygen Demand (CBOD5) Maximum Monthly Average (mg/L) 200 25.0 15.0 Maximum Monthly Average (kg/d) 85.0 51.0 Total Suspended Solids (TSS) Maximum Monthly Average (mg/L) 200 25.0 15.0 Maximum Monthly Average (kg/d) 85.0 51.0 Total Ammonia Nitrogen (NH + +4 NH3) Maximum Monthly Average (mg/L) Non freezing period 30 (TKN) 2.0 0.8 Maximum Monthly Average (kg/d) Non Freezing period 6.8 2.7 Maximum Monthly Average (mg/L) Freezing period 30 (TKN) 7.7 3.0 Maximum Monthly Average (kg/d) Freezing period 25.0 10.2 Total Phosphorus (TP) Maximum Monthly Average (mg/L) 4.0 1.5 .5 Maximum Monthly Average (kg/d) 5.1 1.7 Hydrogen Sulphide Maximum Monthly Average (mg/L) ND <0.02 ND E Coli (1) Annual Geometric Mean Density (CFU/100 mL) - 200 150 pH At all times 6.0 - 9.0 6.0 – 9.0 6.5 – 9.0
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