Licence No.: 2583
Licence Issued: December 4, 2002
IN ACCORDANCE WITH THE MANITOBA ENVIRONMENT ACT (C.C.S.M. c. E125)
THIS LICENCE IS ISSUED PURSUANT TO SECTIONS 10(1) AND 14(2) TO:
GRANNY'S POULTRY CO-OPERATIVE (MANITOBA) LTD.; "the Licencee"
for the construction, operation and maintenance of the Development being a poultry abattoir, process wastewater pre-treatment facility, wastewater storage pond and lift station located in NE 27-7-6 EPM in the Rural Municipality of Hanover and a forcemain connection to the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon and with discharge of pre-treated effluent to the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon under normal operating conditions, in accordance with the revised Notice of Alteration filed under The Environment Act on May 3, 2002 and subsequent information provided on June 6, 2002 and subject to the following specifications, limits, terms and conditions:
DEFINITIONS
In this Licence,
"accredited laboratory" means an analytical facility accredited by the Standard Council of Canada (SCC), or accredited by another accrediting agency recognized by Manitoba Conservation to be equivalent to the SCC, or be able to demonstrate, upon request, that it has the quality assurance/quality control (QA/QC) procedures in place equivalent to accreditation based on the international standard ISO/IEC 17025, or otherwise approved by the Director;
"aerated" means the bringing about of intimate contact between air and a liquid by bubbling air through the liquid;
"aerated wastewater treatment lagoon" means the component of a wastewater treatment facility which consists of an impoundment into which wastewater is discharged for treatment by mechanical aeration and storage;
"affected area" means a geographical area, excluding the property of the Development;
"approved" means approved by the Director in writing;
"appurtenances" means machinery, appliances, or auxiliary structures attached to a main structure to enable it to function, but not considered an integral part of it;
"as constructed drawings" means engineering drawings complete with all dimensions which indicate all features of the Development as it has actually been built;
"ASTM" means the American Society for Testing and Materials;
"cell" means the cell or cells of the wastewater storage pond and which is used for temporary storage of pre-treated process wastewater;
"Director" means an employee so designated pursuant to The Environment Act;
"dissolved air floatation (DAF) system" means an aeration component in an industrial wastewater pre-treatment system;
"effluent" means treated wastewater flowing or pumped out of the wastewater treatment lagoon;
"emergency" means an unforeseen combination of circumstances or the resulting state that calls for immediate action;
"environmental accident" means a release, leakage or spillage of a contaminant into the environment otherwise than in accordance with the provisions of The Environment Act, its licences, orders and regulations or the Dangerous Goods Handling and Transportation Act, its orders and regulations, or an incident which may or is likely to result in such a release, leakage or spillage, which, having regard to the environment in which the release, leakage or spillage takes place or may take place, and to the nature of the contaminant, creates or may create a hazard to human life or health, to other living organisms, or to the physical environment;
"fecal coliform" means aerobic and facultative, Gram-negative, nonspore-forming, rod-shaped bacteria capable of growth at 44.5° C, and associated with fecal matter of warm-blooded animals;
"five-day biochemical oxygen demand" means that part of the oxygen demand usually associated with biochemical oxidation of organic matter within five days at a temperature of 20° C;
"flooding" means the flowing of water onto lands, other than waterways, due to the overtopping of a waterway or waterways;
"high water mark" means the line on the interior surface of the primary and secondary cells which is normally reached when the cell is at the maximum allowable liquid level or the line of the exterior of the perimeter dykes which is reached during local flooding;
"hydraulic conductivity" means the quantity of water that will flow through a unit cross-sectional area of a porous material per unit of time under a hydraulic gradient of 1.0;
"in-situ" means on the site;
"industrial use agreement" means an agreement to discharge industrial wastewater to municipal wastewater collection and treatment systems;
"Industrial Services Agreement" means the industrial use agreement dated March 22, 2001, between the Rural Municipality of Hanover and the Licencee;
"industrial wastewater" means wastewater derived from an industry which manufactures, handles or processes a product and does not include wastewater from commercial or residential buildings;
"influent" means water, wastewater or other liquid flowing into a wastewater treatment or pre-treatment facility or any components of the facility;
"low water mark" means the line on the interior surface of the cell of the wastewater storage pond which is normally reached when the cell is discharged;
"MPN Index" means the most probable number of coliform organisms in a given volume of wastewater which, in accordance with statistical theory, would yield the observed test result with the greatest frequency;
"noise nuisance" means a continuous or repeated noise in an affected area, which is offensive, obnoxious, troublesome, annoying, unpleasant or disagreeable to a person:
if the noise
"odour nuisance" means a continuous or repeated odour, smell or aroma in an affected area which is offensive, obnoxious, troublesome, annoying, unpleasant or disagreeable to a person:
if the odour, smell or aroma
"pollutant" means a pollutant as defined by The Environment Act;
"pre-treatment facility" means the DAF units, controls, associated servers and the buildings in which they are located;
"process wastewater" means water at the Development, excluding sanitary wastes, which has been used in any process or has in any manner become contaminated;
"riprap" means small, broken stones or boulders placed compactly or irregularly on dykes or similar embankments for protection of earth surfaces against wave action or current;
"solid waste" means discarded material, such as garbage, refuse and scrap, that is most commonly landfilled;
"Standard Methods for the Examination of Water and Wastewater" means the most recent edition of Standard Methods for the Examination of Water and Wastewater published jointly by the American Public Health Association, the American Waterworks Association and the Water Environment Federation;
"tare material" means foreign material that accumulate in the transport containers handling area;
"total coliform" means a group of aerobic and facultative anaerobic, Gram-negative, nonspore-forming, rod-shaped bacteria, that ferment lactose with gas and acid formation within 48 hours at 35° C, and inhabit predominantly the intestines of man or animals, but are occasionally found elsewhere and include the sub-group of fecal coliform bacteria;
"wastewater" means the spent or used water of a community or industry which contains dissolved and suspended matter; and
"wastewater storage pond" means the component of the Development which consists of an impoundment into which pre-treated wastewater is discharged for temporary storage.
GENERAL TERMS AND CONDITIONS
This Section of the Licence contains requirements intended to provide guidance to the Licencee in implementing practices to ensure that the environment is maintained in such a manner as to sustain a high quality of life, including social and economic development, recreation and leisure for present and future Manitobans.
- restrict the quantity of any wastewater stream being directed from the Development to the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon to such a degree, within such timeframe, and for such duration as specified by the Rural Municipality of Hanover; and
- immediately advise the Director of the receipt of such a written request.
- sample, monitor, analyze and/or investigate specific areas of concern regarding any segment, component or aspect of pollutant storage, containment, treatment, handling, disposal or emission systems, for such pollutants or ambient quality, aquatic toxicity, leachate characteristics and discharge or emission rates, for such duration and at such frequencies as may be specified;
- determine the environmental impact associated with the release of any pollutant(s) from the Development; or
- provide the Director, within such time as may be specified, with such reports, drawings, specifications, analytical data, descriptions of sampling and analytical procedures being used, bioassay data, flow rate measurements and such other information as may from time to time be requested.
- carry out all preservations and analyses on liquid samples in accordance with the methods prescribed in "Standard Methods for the Examination of Water and Wastewater" or in accordance with an equivalent analytical methodology approved by the Director; and
- have all analytical determinations undertaken by an accredited laboratory or a laboratory approved by the Director.
- notify the Director and the Rural Municipality of Hanover immediately;
- identify the repairs required; and
- complete the repairs in accordance with any written instructions of the Director.
- determine the cause of the event;
- determine the duration of the event and estimate the frequency of any future events resulting from a similar cause;
- assess the impact of the event on the downstream components of the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon;
- assess the risk of causing the effluent from the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon to exceed a limit, term, condition, or specification set out in Environment Act Licence No. 2550 or subsequent revision thereof;
- determine the alternatives and need to stop the event and any future events;
- develop a preferred course of action to mitigate any adverse impacts of the event and any future similar events on the downstream components of the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon;
- report the above determinations and assessments to the Director within 30 days from the identification of the event or such other date as may be approved in advance by the Director; and
- take any action deemed necessary by the Director to stop the event or any future events.
The Licencee may submit, to the Director for approval, proposed amendments to the course of action to stop the event or any future events. The Licencee shall implement any amendments approved by the Director, in a manner and within the time frames specified by the Director.
- notify the Director by facsimile or any other notification procedure approved by the Director, stating the nature of the event, the time and estimated duration of the event and the reason for the event as follows:
- as soon as possible but no later than within 12 hours of the event; or
- before noon of the first business day following an event on a weekend or statutory holiday;
- restrict the loading from the Development or take any other action deemed necessary by the Director to stop the event or future events where the limits set out in Clause 38 of this Licence are exceeded, within the time frame specified by the Director;
- assess the impact of the effluent from the Development that exceeds the limits set out in Clause 38 of this Licence, on the downstream components of the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon;
- determine the alternatives and need to stop the discharge of effluent from the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon that is in excess of a limit, term, condition, or specification set out in Environment Act Licence No. 2550 or subsequent revision thereof, where the effluent from the Development is determined to cause or contribute to the discharge of effluent from the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon in excess of a limit, term, condition, or specification set out in Environment Act Licence No. 2550 or subsequent revision thereof;
- develop a preferred course of action;
- report the above determinations and assessments to the Director within 30 days from the identification of the event or such other date as may be approved in advance by the Director; and
- take any actions, deemed necessary by the Director in a manner and within the time frames specified by the Director, respecting the operation of the Development to stop the discharge of effluent from the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon that is in excess of a limit, term, condition, or specification set out in Environment Act Licence No. 2550 or subsequent revision thereof.
The Licencee may submit, to the Director for approval, proposed amendments to the course of action to mitigate the impacts of the event and any similar future events. The Licencee shall implement any amendments approved by the Director, in a manner and within the time frames specified by the Director.
SPECIFICATIONS, LIMITS, TERMS AND CONDITIONS
Respecting Construction - General
Respecting Operation - General:
- direct all blood, entrails, feathers and manure to an off-site rendering facility that is duly licenced under The Environment Act or under the appropriate legislation of another corresponding jurisdiction; and
- dispose of tare material in containers in such a manner to prevent loss of the material to the satisfaction of an Environment Officer.
Respecting Operation - Abattoir:
Respecting Construction and Maintenance - Wastewater Storage Pond:
- the liner shall be made of clay;
- the liner shall be at least one metre in thickness;
- the liner shall have a hydraulic conductivity of l x l0-7 centimetres per second or less at all locations; and
- the liners of the cells of the wastewater storage pond shall be constructed to an elevation of 2.4 metres above the floor elevations of the cells.
Respecting Operation - Wastewater Storage Pond:
- direct such discharge only to cell 2 and cell 3 of the wastewater storage pond, as shown on Schedule "A" of this Licence;
- retain such wastewater solely in cell 2 and cell 3 of the wastewater storage pond;
- subject to d), discharge such wastewater from cell 2 and cell 3 of the wastewater storage pond, as soon as possible, but, in any case commencing not more than 24 hours after the conclusion of the emergency circumstances event or condition which necessitated the emergency discharge;
- discharge such wastewater from cell 2 and cell 3 of the wastewater storage pond only through the "emergency overflow line" to the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon as illustrated in Schedule "A" of this Licence;
- keep the valve leading from the said abattoir to the "emergency overflow line" closed except when discharges to or from cell 2 and cell 3 of the wastewater storage pond are taking place; and
- maintain, and make available for inspection on request by an Environment Officer, an up-to-date record of wastewater discharges to cell 2 and cell 3 of the wastewater storage pond detailing the nature, date and duration of all emergencies.
- the depth of liquid in the pond does not exceed 1.5 metres; and
- the depth of liquid in the pond is maintained at a minimum of 0.5 metres.
Respecting Operation - Dissolved Air Floatation (DAF) Units:
Respecting Process Wastewater:
- except from the wastewater pre-treatment plant to the Rural Municipality of Hanover - Blumenort aerated wastewater treatment lagoon;
- which exceeds a maximum daily flow rate of 2,617 cubic metres per day; and
- which exceeds any of the maximum daily pollutant loadings shown in the following table:
Parameter |
Maximum Daily |
BOD5 |
3,140 |
total suspended solids |
1,805 |
total kjeldahl nitrogen |
550 |
oil and grease |
262 |
Respecting Effluent Monitoring Station:
- make available for use by an Environment Officer, secured and heated monitoring and sample collection station with direct access to the effluent pipelines at the end of the forcemain and located within the aeration building located within NE 32-7-6 EPM as necessary;
- make all monitoring stations accessible to an Environment Officer at all times;
- install and maintain a flow measuring device at the monitoring station or at a location acceptable to the Director which is capable of measuring the volume of effluent with an accuracy of ± 2 percent;
- have the flow measuring device re-calibrated biannually or on the request of an Environment Officer;
- size the effluent monitoring station to accommodate a flow proportional 24-hour composite sampler;
- equip the station with electronic interfaces to the effluent flow metering device whereby the electronic interfaces are compatible with the departmentally owned ISCO sampler; and
- equip the monitoring station with a flow-proportional sampling device equipped to function with the flow measuring device and have the sampling device available on request for use by an Environment Officer.
Respecting Sanitary Wastewater:
MONITORING AND REPORTING
Respecting Monitoring, Record Keeping and Reporting:
- the daily (each processing day), the weekly (cubic metres per week), and the total monthly quantity of process wastewater (cubic metres) released from the wastewater pre-treatment plant and measured at the aeration building located within NE 32-7-6 EPM; and
- the daily loadings and the weekly loadings (kilograms per week) of:
- 5-day biochemical oxygen demand;
- total kjeldahl nitrogen (as N);
- total phosphorus (as P);
- total suspended solids; and
- oil and grease;
released from the pre-treatment facility and sampled at the aeration building located within NE 32-7-6 EPM, and submit the recorded information to the Director, in writing and in an electronic format acceptable to the Director, no later than 30 days after the end of the month during which the information was determined.
- presence of odours and their source;
- liquid levels;
- duration of operation of the wastewater storage pond; and
- make these records available to the designated Environment Officer on request.
- prepare "as constructed drawings" for the Development and shall label the drawings "As Constructed"; and
- provide to the Director, on or before the 1st day of December, 2004, two sets of "as constructed drawings" of the Development.
Respecting Surface Water Discharge
Respecting Emergency Response Planning
Respecting Decommissioning
REVIEW AND REVOCATION
"original signed by"
Larry Strachan, P. Eng.
Director
Environment Act
Client File No.: 111.20
Schedule "A" to Environment Act Licence No. 2583 (please refer to file copy)
Schedule "B" to Environment Act Licence No. 2583
Soil Sampling:
Soil Testing Methods:
- The soil samples shall be tested for hydraulic conductivity using ASTM D 5084 (Standard Test Method for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter).
- Soil specimens shall have a minimum diameter of 70 mm (2.75 inches) and a minimum height of 70 mm (2.75 inches). The soil specimens shall be selected from a section of the soil sample which contains the most porous material based on a visual inspection. The hydraulic gradient shall not exceed 30 during sample preparation and testing. Swelling of the soil specimen should be controlled to adjust for: the amount of compaction measured during sample collection and extraction from the tube and the depth or elevation of the sample. The effective stress used during saturation or consolidation of the sample shall not exceed 40 kPa (5.7 psi) or the specific stress level, that is expected in the field location were the sample was taken, which ever is greater.
- The complete laboratory report, as outlined in ASTM D 5084, shall be supplied for each soil sample collected in the field.
- The soil samples shall be tested for hydraulic conductivity using ASTM D 2435 (Standard Test Method for One-Dimensional Consolidation Properties of Soils).
- Soil specimens shall have a minimum diameter of 50 mm (2 inches) and a minimum height of 20 mm (0.8 inches). The soil specimens shall be selected from a section of the soil sample which contains the most porous material based on a visual inspection. The soil specimen shall be taken from an undisturbed soil sample. The soil specimen shall be completely saturated.
- The complete laboratory report, as outlined in ASTM D 2435, shall be supplied for each soil sample collected in the field.