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Industrial release limits policy

Description

Outlines the approach followed to develop industrial release limits for approvals under the Environmental Protection and Enhancement Act. The policy supports the Alberta Government's commitment to... More ≫

Description

Outlines the approach followed to develop industrial release limits for approvals under the Environmental Protection and Enhancement Act. The policy supports the Alberta Government's commitment to sustainable resource and environmental management by outlining how pollution prevention/control requirements are established for industrial releases to the environment.

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Water quality based effluent limits procedures manual

Description

This manual describes procedures for setting water quality based effluent limits for industrial and municipal discharges in Alberta. Appendix 8 of this manual is no longer effective, replaced by... More ≫

Description

This manual describes procedures for setting water quality based effluent limits for industrial and municipal discharges in Alberta. Appendix 8 of this manual is no longer effective, replaced by the Environmental Quality Guidelines for Alberta Surface Waters.

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A preliminary assessment of the impact of the Cold Lake/Grand Centre regional sewage treatment system on the Beaver River

Description

The effluent of the Cold Lake/Grand Centre regional sewage lagoon appears to have a minor impact on the quality of the Beaver River. The concentrations of nutrient parameters increased slightly in... More ≫

Description

The effluent of the Cold Lake/Grand Centre regional sewage lagoon appears to have a minor impact on the quality of the Beaver River. The concentrations of nutrient parameters increased slightly in the river downstream of the effluent discharge. Total phosphorus increased from 0.080 mg/L at Beaver crossing to 0.090 mg/L at the border and then steadily declined to 0.040 mg/L at Highway 26 in Saskatchewan. Dissolved phosphorus increased from 0.032 mg/L at Beaver Crossing to 0.051 mg/L at the border and then declined to 0.008 mg/L at Highway 26. Conductivity also increased downstream of the discharge, however, the low conductivity of the effluent itself did not suggest a cause and effect relationship. The numbers of total and fecal coliforms did not increase downstream of the effluent and did not appear to be influenced by the lagoon discharge. These small changes occurred under extremely low flow conditions in the Beaver River. During flows more typical of November, the available...

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Initial dilution zone and limited use zone concepts for receiving streams

Description

This report describes methods of analysis, benefits, limitations, and criteria associated with implementing an initial dilution zone (IDZ) for reducing possible impacts of effluents discharged to... More ≫

Description

This report describes methods of analysis, benefits, limitations, and criteria associated with implementing an initial dilution zone (IDZ) for reducing possible impacts of effluents discharged to Alberta streams and identifies effluent discharge methods capable of producing an IDZ. This report is an extension of the Technical Manual on Procedures and Methods for Evaluating Water Quality Changes in Receiving Streams.

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A report on sewage lagoon continous effluent discharge evaluation April - September 1979

Description

Simulated and actual continuous lagoon discharge throughout the summer months was monitored at Kitscoty, Lamont, Mannville, Myrnam and Tofield. The parameters measured were Biochemical Oxygen... More ≫

Description

Simulated and actual continuous lagoon discharge throughout the summer months was monitored at Kitscoty, Lamont, Mannville, Myrnam and Tofield. The parameters measured were Biochemical Oxygen Demand (BOD), Suspended Solids (S.S.), Total Phosphorus (P-T), total Kjeldhal-Nitrogen (TKN) and Ammonia-Nitrogen (NH3-N). High concentrations of these constituents were noted in April and May corresponding to the period of spring thaw with considerably lower concentrations from June to September. Loadings associated with continuous overflow in the summer were approximately one half of the value expected had the systems been permitted to drain during the spring runoff. Where twelve months detention was provided a less pronounced difference was noted. Fall drainage effluent quality was of good quality after continuous overflow throughout the summer.

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Surface water quality criteria, Province of Alberta

Description

The water quality criteria as set out are to provide the basis for water quality regulation in the Province of Alberta and that, if observed, will permit the maximum use of the water resources and... More ≫

Description

The water quality criteria as set out are to provide the basis for water quality regulation in the Province of Alberta and that, if observed, will permit the maximum use of the water resources and prevent unreasonable use of the water in the province.

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