Water and Wastewater Systems

 

Water System

Supply and Treatment

5 wells:

  • 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., Gas chlorination
  • 6 - 1990, Max. Capacity 32 l/sec, 40 h.p., Gas chlorination

Booster Stations:

  • I.P. Booster Station - Golf Course and Industrial Park
  • Penn Lake Heights B. Station - Penn Lake Heights Community

Reservoir:

  • Used to balance system pressure, regulate pump and provide water during power outage
  • Capacity - 4950 cubic meters

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 (OCWA):

  • Production Class III - 2

Reporting and Corrective Actions:

  • Alarm systems installed
  • Qualified persons promptly dispatched when an alarm sounded

Distribution

  • 7,125 km's Cast iron pipe
  • 18,439 km's Ductile pipe
  • 2,435 km's HDPE
  • 3,933 km's PVC
  • 255 km's Steel
  • 1,379 residential and 142 commercial/industrial services
  • 308 fire hydrants
  • Pressure in distribution system 60-70 psi
  • Contingency plan for flushing every section of pipe over three year period
  • No boil water advisories since 2003
  • 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
    - Aeration Chamber
    - Clarifier
    - Sludge holding tank
  • 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

More Info:

Consolidated Water & Wastewater Financial Plan 2012-2017

Drinking Water Quality Management  System

Groundwater Study 2009 (update of 2003 study)

Drinking Water Lead Sampling 2008 Report
2008 (03) P - Lead testing sampling and action log
2008 (09) P - Lead Testing Sampling and Action

Water System Annual Inspection 2010-11 Report

OCWA 2010 Annual Summary Report


Water System Annual Inspection 2011-12 Report


 

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