Supply and Treatment
Wells (5) |
2 – 1954, Max. Capacity 22.7 l/sec, 30 h.p., Na chlorination 3 – 1963, Max. Capacity 19.25 l/sec,30 h.p., Na chlorination 4 – 1984, Max. Capacity 26.5 l/sec, 40 h.p., Na chlorination 5 – 1984, Max. Capacity 26.5 l/sec, 40 h.p., Na chlorination 6 – 1990, Max. Capacity 32 l/sec, 40 h.p., Na chlorination |
Booster Stations |
I.P. Booster Station – Golf Course and Industrial Park Penn Lake Heights B. Station – Penn Lake Heights Subdivision |
Reservoir |
Capacity – 4950 cubic meters * Used to balance system pressure, regulate pump and provide water during power outage |
Water Quality Monitoring |
Weekly bacteriological sampling Regular physical/chemical sampling On-line turbidity, chlorine residual monitoring Annual lead testing All storage facilities and drinking water systems are covered and secure. No non-compliance and adverse results recorded in last inspection reports. |
Operators (Northern Water Inc.) |
Production Class III – 2 |
Reporting and Corrective Actions |
Alarm systems installed Qualified persons promptly dispatched when an alarm sounded |
Distribution |
7,125 m of Cast Iron pipe 18,439 m of Ductile Iron pipe 2,435 m High Density Polyethylene (HDPE) 3,933 m of PVC 255 m of Steel Piping 1,379 residential and 142 commercial/industrial services 208 fire hydrants Pressure in distribution system 60-70 psi Contingency plan for flushing every section of pipe over three year period Operators: 1 – Class III distribution 1 – Class II distribution 2 – Class I distribution Operation plans and contingency plans and procedures are in place Logbooks for record keeping, identification for responsibilities for who is serving as Operator-in-charge, and complaint sheet are available at Works & Operations Yard |
Wastewater System
Treatment Plant |
Grit channels (Quantity 2) Shredder Splitter chamber (diverts flow to plant 1 or plant 2) Plant #1 and #2
Sludge Press (25 to 30% solids) Contact Chambers (Quantity 2) Effluent discharge pipe (300m) |
Collection System |
26 km's of sanitary sewers 550 sanitary manholes 1521 sanitary service connections 4.4 km's of storm sewers 139 storm manholes 93 catch basins |
Lift Stations |
Evergreen Station – 1.7 mega liters per day McCullough Station – 1.2 Mega Liters per day |
Plans and Reports
Consolidated Water & Wastewater Financial Plan 2020-2026
Drinking Water Quality Management System
Water System Annual MOE Inspection 2023-24 Report
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