1. City of Edmonton
Water Quality Monitoring Locations

2. Measurement and Sampling Station
30th Avenue
Storm
Measurement and Sampling Station

3. Measurement and Sampling Station
Groat Road
Storm
Measurement and Sampling Station

4. Kennedale
Storm
Summer
View from inside
Winter

5. Measurement and Sampling Station
Quesnell
Storm
Measurement and Sampling Station

6. Measurement and Sampling Station
Rat Creek
CSO
Measurement and Sampling Station
Regular Condition
Rain Storm Condition
Workers at base of Outfall

7. E.L. Smith
Intake
Intake
Location
Pump
House

8. Rossdale
Intake
Pump
House
Intake
Location

9. Petro-Canada
Intake
Intake
Location
Pump
House

10. Dow Chemical
Intake
Intake
Location
Pump
House

11. Bearspaw Lake
SWM

12. Canossa Wetland
SWM

13. Fulton Marsh
SWM

14. Hollick Kenyon Lake
SWM

15. Mill Creek - Roper Pond
SWM

16. Blackmud Creek Upstream Spring 2009
Tributaries

17. Fulton Creek Upstream Spring 2009
Tributaries
Fulton Creek Upstream Spring 2009

18. Goldbar Creek Mouth - Fall 2009
Tributaries
Goldbar Creek Mouth - Fall 2009

19. Goldbar Creek Upstream Spring 2009
Tributaries
Goldbar Creek Upstream Spring 2009

20. Horsehills Creek Near mouth Spring 2009
Tributaries
Horsehills Creek Near mouth Spring 2009

21. Mill Creek Upstream Spring 2009
Tributaries
Mill Creek Upstream Spring 2009

22. Tributaries
Mill Creek
Culvert Spring 2008
Mouth Spring 2006

23. Sturgeon River Near mouth Spring 2009
Tributaries
Sturgeon River Near mouth Spring 2009

24. Wedgewood Creek Near mouth Spring 2009
Tributaries
Wedgewood Creek Near mouth Spring 2009

25. Whitemud Creek Mouth Fall 2008
Tributaries
Whitemud Creek Mouth Fall 2008

26. Whitemud Creek Upstream Spring 2009
Tributaries
Whitemud Creek Upstream Spring 2009

27. Capilano
CSO
Summer
Winter

28. EPCOR - Goldbar WWTP Final Effluent Channel
Goldbar Wastewater Treatment Plant

29. Alberta Capital Region Wastewater Commission
WWTP
Alberta Capital Region Wastewater Commission
Final Effluent Channel

30. KENNEDALE WETLAND Sampling Frequency:
Baseflow Sampling – Weekly sampling of outlet pool.
Paired Intake/Outlet Wet Sampling – During wet weather event samples will be collected upstream and downstream of the wetland (automated sampler)
STS (Stormwater Treatment System) – sampling during wet weather only to catch 15 storms.
Type of Sample:
Baseflow and STS – Grab sample
Paired Sample – Composite sample (automated sample)
Parameters:
Core: TSS, TP, TKN, (NO-2+NO-3)-N, NH3-N, Cl-, and E. coli.
Additional: Hardness, metals;
Chlorophyll a, DO, pH, Temperature, Conductivity, Secchi Disc;
Pesticides
Pollutant Removal Performance:
[(Min-Mout)/Min]x100 = Removal Efficiency (%)
Mass loading values are calculated for inflow (Min) and outflow (Mout) for each event (flows and concentrations known). The removal efficiency reflects the percentage reduction on pollutant mass as a result of flow through the wetland system.
Sampler

31. CSO OUTFALLS
Sampling Frequency: Wet weather – every rainfall or snow fall event Type of Sample: Wet Weather – Composite Sample (permanent sampling station) Parameters: Core: TSS, BOD5, TP, TKN, (NO-2+NO-3)-N, NH3-N, Cl-, and E. coli. Additional: volatile fraction of suspended solids (VSS); dissolved phosphorus, i.e. orthophosphate (PO4-); particle size analysis of the suspended solids; SSC using U.S. Geological Survey published protocols; Total and free chlorine; Hardness, metals; Turbidity, Cryptosporidium, Giardia, VOC’s; Pesticides

32. INTAKES Sampling Frequency: Type of Sample: Parameters:
12 times per year, more frequent during rainy months
Type of Sample:
Grab sample
Parameters:
Core: TSS, BOD5, TP, TKN, (NO-2+NO-3)-N, NH3-N, Cl-, and E. coli. pH, DO, specific conductivity, and water temperature
Additional: volatile fraction of suspended solids (VSS);
dissolved phosphorus, i.e. orthophosphate (PO4-);
particle size analysis of the suspended solids;
SSC using U.S. Geological Survey published protocols;
Total and free chlorine tested in field using portable colorimeter;
Hardness, metals;
Turbidity, Cryptosporidium, Giardia, VOC’s; Pesticides

33. STORM OUTFALLS Sampling Frequency: Type of Sample: Parameters:
Baseflow – 2 times a month
Wet weather – every rainfall event that creates significant flows
Type of Sample:
Baseflow – grab sample
Wet Weather – Composite Sample (permanent sampling station)
Parameters:
Core: TSS, BOD5, TP, TKN, (NO-2+NO-3)-N, NH3-N, Cl-, and E. coli.
Additional: volatile fraction of suspended solids (VSS);
dissolved phosphorus, i.e. orthophosphate (PO4-);
particle size analysis of the suspended solids;
SSC using U.S. Geological Survey published protocols; and
Total and free chlorine tested in field using portable colorimeter.
Hardness, metals
Turbidity, Cryptosporidium, Giardia, VOC’s; Pesticides

34. SWM FACILITIES Sampling Frequency: Type of Sample: Parameters:
6 times per year, monthly from May to October
Type of Sample:
Composite grab sample
Parameters:
Core: TSS, BOD5, TP, TKN, (NO-2+NO-3)-N, NH3-N, Cl-, and E. coli Chloropyll-a, water level, pH, DO, specific conductivity, and water temperature
Additional: Hardness, metals; Pesticides

35. TRIBUTARIES Sampling Frequency: Type of Sample: Parameters:
Twice per year
Type of Sample:
Grab sample
Parameters:
Core: TSS, BOD5, TP, TKN, (NO-2+NO-3)-N, NH3-N, Cl-, and E. coli.
Additional: Hardness, metals;
Turbidity, Cryptosporidium, Giardia, VOC’s;
Pesticides

36. KENNEDALE WETLAND
Sampling Frequency: Baseflow Sampling – Weekly sampling of outlet pool. Paired Intake/Outlet Wet Sampling – During wet weather event samples will be collected upstream and downstream of the wetland (automated sampler) STS (Stormwater Treatment System) – sampling during wet weather only to catch 15 storms. Type of Sample: Baseflow and STS – Grab sample Paired Sample – Composite sample (automated sample) Parameters: Core: TSS, TP, TKN, (NO-2+NO-3)-N, NH3-N, Cl-, and E. coli. Additional: Hardness, metals; Chlorophyll a, DO, pH, Temperature, Conductivity, Secchi Disc; Pesticides Pollutant Removal Performance: [(Min-Mout)/Min]x100 = Removal Efficiency (%) Mass loading values are calculated for inflow (Min) and outflow (Mout) for each event (flows and concentrations known). The removal efficiency reflects the percentage reduction on pollutant mass as a result of flow through the wetland system.