2019 Annual Report, Gull Lake Waste Disposal Site (Closed)
Environmental Compliance Approval No. A380204
March 20, 2020
Prepared for: The Corporation of the Township of North Frontenac
© Cambium 2019 Reference No.: 8560-009
CAMBIUM INC. 866.217.7900 cambium-inc.com
Peterborough |Barrie | Oshawa | Kingston 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Executive Summary The Gull Lake Waste Disposal Site operates under the Ministry of the Environment, Conservation and Parks Environmental Compliance Approval No. A380204. The site is on part of Lot 13, Concession 1, geographic Barrie Township, Township of North Frontenac, County of Frontenac. The site is accessed at 1651 Gull Lake Road and is 3.0 km east of the village of Harlowe and 300 m south east of Big Gull Lake. The site is closed and contains approximately 3,400 m³ of waste. The waste footprint covers approximately 0.25 ha within a 4.96 ha property.
Impacted groundwater is interpreted to percolate through the waste, contact the competent bedrock, and migrate westerly, discharging into the low-lying wetland area surrounding the waste mound.
The results of the groundwater and surface water sampling programs indicated the presence of landfill impacts adjacent the toe of the waste mound. Regardless of minor impacts observed, most parameter concentrations met the compliance criteria indicating adverse impacts were not occurring to the surface water receptor immediately adjacent the waste mound. Further, due to the geographic separation of where leachate is discharged to surface at the site and Big Gull Lake, observed impacts will be attenuated before the surface water enters Big Gull Lake.
No operational issues were identified during site inspections. Well MW3 was compliant with R.R.O. 1990 Regulation 903: Wells and the final cover was vegetated with no seeps or erosion.
The Township of North Frontenac managed the site in compliance with the Environmental Compliance Approval in 2019.
Recommendations have been made regarding the future operation of the Gull Lake (Closed) waste disposal site and work to be completed at the site in 2020, including reductions in the monitoring and reporting requirements.
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2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Table of Contents 1.0 Introduction ...... 1 1.1 Site Location ...... 1 1.2 Scope of Work ...... 1 1.3 Site Description ...... 2
2.0 Methodology ...... 3 2.1 Groundwater Monitoring Program ...... 3 2.2 Surface Water Monitoring Program ...... 4 2.3 Landfill Gas Monitoring ...... 5 2.4 Site Inspection ...... 6
3.0 Geological and Hydrogeological Context ...... 7 3.1 Topography and Drainage ...... 7 3.2 Hydrogeology ...... 9 3.3 Conceptual Model ...... 10
4.0 Results and Discussion ...... 11 4.1 Quality Assurance and Control ...... 11 4.2 Groundwater Quality ...... 12 4.2.1 Compliance Assessment ...... 12 4.3 Surface Water Quality ...... 13 4.4 Adequacy of Monitoring Program ...... 13
5.0 Site Inspection ...... 15 5.1 Site Access and Security ...... 15 5.2 Site Inspections ...... 15 5.2.1 Drainage ...... 15 5.2.2 Final Cover Integrity ...... 15 5.3 Complaints and Incidents ...... 15 5.4 Monitoring Well Security ...... 16 5.5 Compliance with Ministry Approval ...... 16
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6.0 Conclusions and Recommendations ...... 17
References ...... 18
Glossary of Terms ...... 20
List of Embedded Tables Embedded Table 1 Site Details ...... 2 Embedded Table 2 Surface Water sampling Observations and Locations ...... 8 Embedded Table 3 Historical and 2019 Precipitation Data ...... 8 Embedded Table 4 Surface Water QA/QC Evaluation ...... 11
List of Appended Figures Figure 1 Regional Location Plan Figure 2 Local Topography Plan Figure 3 Site Plan
List of Appended Tables Table 1 Monitoring Program Table 2 Summary of Water Quality
List of Appendices Appendix A Environmental Compliance Approval Appendix B Field Sheets Appendix C Laboratory Certificates of Analysis Appendix D Photographs
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1.0 Introduction
Cambium Inc. (Cambium) was retained by the Corporation of the Township of North Frontenac (Township) to complete the 2019 annual monitoring program at the Gull Lake Waste Site (Site). The Site is governed under the Ministry of the Environment, Conservation and Parks (Ministry) Environmental Compliance Approval (ECA) No. A380204 (Appendix A).
To aid in understanding the Site history and development, the following reports are included digitally in the report package:
Hydrogeological Investigation & Closure Plan, Gull Lake Dump (OMMA , 1994)
Gull Lake Waste Disposal Site, Preliminary Assessment & Closure Plan (AECOM, 2013)
1.1 Site Location
The Site is on part of Lot 13, Concession 1, geographic Barrie Township, Township of North Frontenac (Township), County of Frontenac. The Site address is 1651 Gull Lake Road and is 3.0 km east of the village of Harlowe (Figure 1). The Universal Transverse Mercator (UTM) coordinates for the Site entrance are Zone 18T, 338263m east, 4963332m north.
1.2 Scope of Work
The scope of the work conducted for the 2019 monitoring program was based on the results of the 2018 program (Cambium, 2019), the requirements of Condition 6.0 of the ECA, and included:
Groundwater and surface water sampling and analysis
Analysis of the data generated from the groundwater and surface water sampling program
Data interpretation, reporting, and providing a statement on the status of Site compliance
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1.3 Site Description
The Site is a natural attenuation landfill, owned by the Township, and was closed consistent with ECA No. A380204. Site specific details are in Embedded Table 1, a Local Topography Plan is attached as Figure 2, and a Site Plan is attached as Figure 3.
Embedded Table 1 Site Details Total Site Area 4.96 ha Approved Area of Refuse Placement 0.25 ha Total Site Capacity, not including Final Cover 3,400 m³
Upon recommendations from Oliver, Mangione, McCalla and Associates (OMMA) the Site was closed in 1991. The recommendations for closure were resultant from the Site’s proximity to surface water and a public roadway. Upon closure, the waste mound was capped with sand; however, no application to formally close the Site was submitted. The Site was inspected by the Ministry in November 2012. The Township was required to prepare a closure plan and apply for an amendment to the Site’s approval.
The Ministry issued an amended ECA approving the closure plan prepared by AECOM in 2014. The amended ECA approves the closure plan and added conditions for monitoring and reporting.
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2.0 Methodology
The work program completed in 2019 maintained compliance with the Site ECA. Additionally, the environmental monitoring program was completed consistent with the reports entitled Guidance Manual for Landfill Sites Receiving Municipal Waste (MOEE, 1993) and Monitoring and Reporting for Waste Disposal Sites, Groundwater and Surface Water, Technical Guidance Document (MOE, 2010).
Field tasks were completed following Cambium’s Standard Operating Procedures developed from recognized standard procedures such as those listed above and the Ministry’s document Guidance on Sampling and Analytical Methods for use at Contaminated Sites in Ontario (MOEE, 1996). A health and safety program was developed for Site specific conditions and all Cambium personnel working on the project were familiarized and required to follow the identified protocol.
All collected surface water and groundwater samples were stored in coolers with freezer packs and maintained less than 10°C during transport to Caduceon Environmental Laboratories (Caduceon) in Kingston, Ontario. Caduceon is accredited by the Canadian Association for Laboratory Accreditation Inc. (CALA), for specific environmental tests listed in the scope of accreditation approved by the CALA.
2.1 Groundwater Monitoring Program
Cambium staff were on-site May 13 and October 9, 2019 to collect groundwater samples from monitor MW3. During the October sampling event, there was an insufficient volume of water and a sample could not be collected.
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The following tasks were completed in the monitoring program:
Prior to sampling, a water level was measured at the monitoring well using an electronic water level tape.
Prior to sampling, monitoring well MW3 was purged of a minimum of one (1) well bore volume (due to a limited volume of water). The volume of groundwater to be purged was calculated on-Site using the measured water level and the well diameter. Purged water was disposed of on-Site, down-gradient of the monitoring well.
The groundwater sample was collected using a low flow sampling technique which included the use of a peristaltic pump and polyethylene tubing.
When required samples were field filtered (i.e., metals analysis).
Field measurements were collected including: pH, conductivity, temperature, dissolved oxygen (DO), and oxygen reduction potential (ORP) during the May sampling event. There was an insufficient volume of water to sample for these parameters during the October event.
The results of the groundwater monitoring program are presented in Section 4.2 and Table 2.
The location of the monitor is on Figure 3. The field data sheets and weather data are in Appendix B and laboratory Certificates of Analysis as received from Caduceon are in Appendix C.
2.2 Surface Water Monitoring Program
Cambium staff visited the Site to collect surface water samples from stations SW1 and SW3 on May 13 and October 9, 2019.
As per Ministry correspondence and recommendations in the 2016 Annual Report (Cambium, 2017), surface water station SW2 was replaced by station SW3 as a background surface water location; surface water station SW2 is no longer sampled. The locations of the surface water stations are on Figure 2.
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The following tasks were completed in the monitoring program:
Surface water samples were collected by immersing the sample container into the water body.
Where sample bottles were prefilled with preservatives, a clean bottle was used to collect and decant the water directly into the sample bottle.
No filtering of samples was completed.
Field measurements were collected including: pH, conductivity, temperature, DO, and ORP.
Where possible, the following measurements were collected at each surface water location: depth, width, and flow velocity measurements. These measurements were not conducted at location SW1 due to the ponded nature of the area.
The results of the surface water sampling program are presented in Section 4.3 and Table 2.
The field data sheets are in Appendix B, laboratory Certificates of Analysis as received by Caduceon are in Appendix C, and photographs of each location are in Appendix D.
Blind duplicate surface water samples were collected at SW1 in May and October. In addition to the QA/QC samples, the laboratory completes internal QA/QC. As this represents 10 percent of the samples taken, this program is considered sufficient. The results of the QA/QC program are presented in Section 4.3.
2.3 Landfill Gas Monitoring
Landfill gas is not actively managed at the Site. The Site is situated in an open area, is isolated from the public, and contains a limited volume of waste; therefore, passive landfill gas management is appropriate. Passive landfill gas management allows any landfill gas generated within the waste mound to disperse through the waste and naturally-permeable cover soil into the atmosphere.
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2.4 Site Inspection
Site operations were observed during the visits conducted by Cambium staff in May and October 2019. During these visits the following items were inspected on accessed areas of the Site and observations noted in the field file. In January 2020, the Township provided additional Site maintenance information from 2019. The results of the Site inspections are in Section 5.0.
cover material application condition of access roads status of monitoring well and gates security
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3.0 Geological and Hydrogeological Context
3.1 Topography and Drainage
The Site is within the western portion of the Mississippi watershed (a sub-watershed of the Gull River watershed), adjacent the southern drainage divide (TNF, 2014). The Mississippi River watershed is in southeastern Ontario and is composed of a complex network of rivers, streams, rapids, and over 250 lakes. The Mississippi River has a drainage area of 3,740 km² from its headwaters in Kilpecker Creek, in the Township of Addington Highlands, to its outlet at the Ottawa River in the City of Ottawa (MNR, 2006).
The Site is situated in an area of highly undulating topography influenced mainly by the underlying bedrock. According to The Physiography of Southern Ontario (Chapman & Putnam, 1984), the Site is in an area of “Bare Rock Ridges and Shallow Till”, characterized by thin overburden cover. Observation of the high ground of the Site noted a thin, discontinuous overburden, with Precambrian outcrop visible. The low lying, poorly drained marshy area (wetland) is overlain by black organic topsoil and muck.
The Site is 300 m south of the west basin of Big Gull Lake and the waste mound is surrounding on three sides by wetlands. Gull Lake Road is east of the Site (Figure 2). Surface drainage on-site is thought to be toward the west, through the wetlands, and then north to Big Gull Lake. As reported by AECOM, the flow path from the waste mound is through 600 m of vegetated swamp/wetland to Big Gull Lake (AECOM, 2015). There are no provincially significant wetlands within 500 m of the Site.
The waste mound is separated from Big Gull Lake and cottages by a rock ridge. The areas adjacent the Site are primarily bush and wetland. The waste mound is approximately level with Gull Lake Road, but the slope increases dramatically downward to the west with increasing distance from the access gate.
There are two surface water locations in the current monitoring program. Surface water monitoring station SW1 is adjacent the southwest toe of the waste mound, adjacent to monitoring well MW3 (Figure 3). As per Ministry correspondence and recommendations
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included in the 2016 Annual Report (Cambium, 2017), surface water station SW3 was established in 2017 to replace station SW2. Station SW3 is on the south side of Gull Lake road on a small watercourse that flows into the low-lying wetland area southwest of the waste mound.
Cambium staff measured surface water flows when possible. Embedded Table 2 shows surface water flow measurements and sampling conditions observed during the 2019 sampling event. Additional information is included in the field sheets in Appendix B.
Embedded Table 2 Surface Water sampling Observations and Locations Station Station UTM1 May October SW1 338171 4963261 Ponded – No Observable Flow Ponded – No Observable Flow SW3 337928 4963076 Flow = 0.018 m³/sec Flow = 0.003 m³/sec Notes: Zone 18
The closest weather station to the Site is at Drummond Centre in Perth, Ontario, which is approximately 60 km east of the Site. The 2019 precipitation data from the Drummond weather station (Government of Canada, 2019) was compared with the climate normals (1981-2010) (Government of Canada, 2015). Notably, April and October received significantly more precipitation than normal and July and August received significantly less. Overall, 2019 received 20% more than normal. Embedded Table 3 includes the amount of precipitation during and in the three days prior to the sampling events. Refer to Appendix B for field sheets and climate data.
Embedded Table 3 Historical and 2019 Precipitation Data Average Monthly Precipitation During Sampling Date Precipitation (mm) 2019 Precipitation (mm) and Prior to Sampling (1981 – 2010) (mm) May 13, 2019 77 87.8 18.6 October 9, 2019 78.5 179.4 0.0
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3.2 Hydrogeology
The stratigraphy of the Site consists of thin till soils overlying Precambrian bedrock. The bedrock on-site consists of Early Felsic Plutonic Rocks, consisting of granodiorite, tonalite, monzogranite, syenogranite, derived gneisses and migmatites (OGS, 1991).
OMMA (1994) conducted a hydrogeological investigation for the Site. OMMA reviewed existing geological information pertaining to the Site and determined that overburden soils were between 0.3 and 1.82 m thick. At the time, all surrounding water wells were completed in the bedrock to an average depth of 23 m below ground surface (bgs), ranging from 12 to 47 mbgs. The well records indicated that groundwater was encountered at depths of 11 to 30 mbgs, with static water levels noted from six to 18 mbgs. The water well records also indicated that the surficial soils were shallow in this area with no indication of shallow overburden groundwater. OMMA assessed these observations by advancing two monitoring wells into the bedrock at the Site (Figure 3). The results of the drilling program confirmed the overburden was thin and discontinuous, and no overburden aquifers of concern were present. Drilling indicated that the major aquifer systems were encountered at the following depths in bedrock:
MW1: 19.2 mbgs and 20.1 mbgs
MW2: 21.3 mbgs
Based on the results of a pumping test completed at monitor MW2, the aquifer transmissivity was determined to be 1.5 x 10-4 m²/sec, which is considered a poor to moderately transmissive aquifer. As only two wells were installed, a flow direction in the aquifer could not be determined, but it was assumed, based on the Site topography and static water levels, the groundwater in the bedrock aquifer flowed toward the north/northwest in the direction of Big Gull Lake. Upon a visual inspection of bedrock outcrops on the high grounds of the Site, no fractures were observed to be present. As such, it was expected that any water percolating through the waste mound would migrate laterally, through the discontinuous overburden soils/waste and discharge to the wetland to the west (topographically down-gradient) (OMMA , 1994).
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To determine the potential for leachate discharge to adjacent wetlands, monitoring well MW3 was installed in 2013. MW3 is a shallow piezometer installed in the overburden sediments at the toe of the northeast corner of the waste mound. The monitoring well was completed to a depth of 0.71 m bgs. No log is available for this monitor.
According to the Ministry water well records there are 14 wells within 500 m of the Site that range in depth from nine to 50 mbgs. Leachate generated at the Site was inferred to discharge to surface and is not expected to infiltrate the bedrock aquifer; therefore, the wells in the area are considered to not be at risk of contamination derived from the Site.
3.3 Conceptual Model
Any leachate generated at the Site migrates southwest through the waste and thin soils present on-site. The leachate is inferred to migrate along the bedrock contact and discharge to the surface water in the area of monitoring well MW3. The leachate migrates westerly in the surface water environs, along a 600 m flow path to where it discharges into Big Gull Lake, at which point a sufficient degree of attenuation will have occurred. Percolation of leachate into the bedrock is expected to be minimal; therefore, it is anticipated that the down-gradient bedrock aquifer is not at risk to be impacted by landfill leachate generated at the Site.
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4.0 Results and Discussion
Water quality analytical results from the monitoring program are used to assess the existence, extent, and level of impacts to the groundwater and surface water environments related to waste disposal site activities. For appropriate actions to be in place to respond to any degradation in groundwater or surface water quality beyond an acceptable level, Site specific trigger levels and contingency plans are adhered to. This aids in the assessment of impacts from leachate contamination and helps to prevent adverse impacts to the environments surrounding the waste disposal site.
This section presents the results of the 2019 monitoring program as compared to available historical data and discusses observed trends in the groundwater and surface water quality.
4.1 Quality Assurance and Control
Results from the analysis completed on the blind duplicate surface water sample obtained from SW1 in May and October 2019 were evaluated. Parameter concentrations were considered to be significantly different if the relative percent difference (RPD) between the duplicate and the original samples was greater than 30% when both analytical results were greater than five times the reported detection limit (RDL).
In addition to the above, parent/duplicate samples with only one measurable concentration were assessed qualitatively. If the measurable concentration was close to the detection limit, the sample results were considered valid and the measurable concentration was accepted.
Results indicated that, in general the parent and duplicate samples showed good correlation. The parameters noted in Embedded Table 4 did not meet the data quality objective (30%).
Embedded Table 4 Surface Water QA/QC Evaluation Sample Location Sampling Event Parameter Relative Percent Difference Colour 71% Total Suspended Solids (TSS) 65% SW1 October Turbidity (NTU) 184% Phosphorus (Total Dissolved) 143%
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Concentrations of parameters in the parent and duplicate samples were observed to be within historical ranges typical of this location (SW1). The variances observed during the October event were likely a result of sampling conditions and difficulty getting a true duplicate sample.
The analytical results were interpreted with confidence while caution was used in interpreting the results of the above noted parameters. Overall, the water quality data was considered suitable for its intended use, which was to identify changes in water quality and analyzed parameters present at concentrations that do not meet compliance criteria.
4.2 Groundwater Quality
Groundwater in the area of monitoring well MW3 is interpreted to discharge to surface, as such the groundwater quality data have been compared to the Provincial Water Quality Objective (PWQO) (MOEE, 1994a). Where more appropriate (and as requested by the Ministry in previous correspondence (Cambium, 2017)), the Canadian Water Quality Guidelines (CWQG) for the Protection of Aquatic Life (ECCC, 2007) and the British Columbia Water Quality Guidelines (BCG) (BCMOE, 2016) were also referenced. No background or historical groundwater quality is available for the Site.
The groundwater quality reported from monitoring well MW3 in May was similar to historical data and most parameter concentrations were observed within typical ranges. Only total phosphorus and zinc did not meet compliance criteria. The water quality remained stable in 2019, as expected given the time since Site closure.
4.2.1 Compliance Assessment
As per the ECA, the Site shall maintain compliance with Ministry Guideline B-7, Reasonable Use Concept (RUC) (MOEE, 1994b). As discussed in Section 3.3, it has been interpreted that any leachate generated at the Site will migrate laterally into the adjacent wetland and not into deeper aquifer systems. As contaminated groundwater is discharging to surface water, the intent of Ministry Guideline B-7 is met. The Ministry’s groundwater reviewer concurred with this conclusion in a memo dated July 23, 2014 (AECOM, 2015).
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4.3 Surface Water Quality
The surface water quality data is in Table 2. The surface water data have been compared to the background water quality data and to the PWQO, CWQG, and BCG criteria.
Six samples have now been collected at background location SW3. The water quality at this station has reported most concentrations relatively low, meeting compliance criteria. Only iron, total phosphorus, and pH (field, high) did not meet compliance criteria during one or both sampling events in 2019.
Most parameter concentrations have been elevated at SW1 compared to SW3, notably including typical leachate indicator parameters such as alkalinity, conductivity, TDS, chloride, sulphate, barium, boron, calcium, magnesium, potassium, and zinc. These elevated concentrations may be somewhat a result of varying sampling conditions (ponded wetland opposed to flowing stream) but also indicate some impacts from the landfill. Analytical results from surface water station SW1 were consistent with historic concentrations in 2019. Exceedances of compliance criteria were noted for total phosphorus, dissolved aluminum, iron, and zinc during one or both sampling events in 2019.
The results of the 2019 groundwater and surface water sampling programs continued to indicate the presence of landfill impacts at MW3 and SW1. This is to be expected since these locations are adjacent the toe of the waste mound. Regardless of minor impacts observed, most parameter concentrations met the compliance criteria indicating adverse impacts were not occurring to the surface water receptor immediately adjacent the waste mound. Further, due to the geographic separation of where leachate is discharged to surface at the Site and Big Gull Lake, observed impacts will be attenuated before the surface water enters Big Gull Lake.
4.4 Adequacy of Monitoring Program
To have a refined and concise monitoring program at the Site, the existing monitoring program is reviewed annually to determine if it sufficiently monitors impacts at the Site. Following an
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assessment of the monitoring programs in 2016 and 2017, the following changes were recommended for the monitoring program (Cambium, 2017; Cambium, 2018):
Due to the low-level impact that has been shown to exist at the Site, Cambium recommended that the parameter suite for the surface water and groundwater at the Site be reduced to include only those parameters listed in Column 4 of Schedule 5 of the document entitled Landfill Standards: A Guideline on the Regulatory and Approval Requirements for New or Expanding Landfilling Sites (MOE, 2012) in addition to hardness, calcium, magnesium, manganese, potassium, and sodium.
Given that the Site has been closed since 1991 and that there is a low risk of impact to downstream surface water systems, it is recommended that the sampling frequency for surface water and groundwater be reduced to once per year and the reporting frequency be reduced to once every six years.
Comments were received by Lauren Forrester, Surface Water Reviewer dated August 15, 2018. The reviewer generally agreed with the conclusions made in the 2017 Annual Report (Cambium, 2018). Furthermore, the reviewer agreed with the recommended reduction to sampling parameters and frequency. The reviewer did not however support a reduction in reporting frequency to every six years. As such, given that the potential for impact is low and sampling will only be conducted once per year, Cambium recommended biennial reporting (to be completed every two years) (Cambium, 2019).
As per Condition 5.7 of the ECA, these requested changes cannot be implemented until District Manger approval is received and the Director issues an amended ECA.
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5.0 Site Inspection
This section addresses Condition 6.2 of the ECA.
Summary of inspections undertaken at the Site (Section 5.2.)
Summary of complaints received and actions taken to resolve them (Section 5.3)
Any environmental problems and any mitigative actions taken Section 5.2)
A report on the status of all monitoring wells and a statement as to compliance with R.R.O. 1990 Regulation 903: Wells (Section 5.4)
5.1 Site Access and Security
The Site is on the west side of Gull Lake Road and is screened from the road by thick vegetation. A lockable gate controls access to the Site.
5.2 Site Inspections
This section discusses observations made by Cambium staff during site visits conducted in 2019.
5.2.1 Drainage
Drainage is controlled by the surface topography of the natural features on-site. No drainage issues were identified in 2019.
5.2.2 Final Cover Integrity
The historic waste mound was observed to be well vegetated, which is an effective erosion control measure. Furthermore, no seeps or exposed waste was observed from the areas visited.
5.3 Complaints and Incidents
The Township reported that no complaints were received and no incidents occurred involving the Site in 2019.
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5.4 Monitoring Well Security
Well MW3 was observed to be in good condition and secured in 2019, in compliance with Reg. 903.
5.5 Compliance with Ministry Approval
The Township managed the Site in compliance with the ECA in 2019.
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6.0 Conclusions and Recommendations
Based on the results of the 2019 monitoring program, Cambium provides the following conclusions regarding the Gull Lake waste disposal site.
The direction of groundwater flow is interpreted to flow through the wastes, contact the bedrock surface and migrate westerly, toward the low-lying wetland area.
The groundwater and surface water data indicated that there was a weak leachate impact immediately adjacent the waste mound at MW3 and SW1.
Due to the geographic separation of the Site and Big Gull Lake, impacts will be attenuated before the surface water enters Big Gull Lake.
No operational issues were identified during site inspections. Well MW3 was compliant with Reg. 903 and the final cover was vegetated with no seeps or erosion.
The Township operated the site in compliance with the ECA.
Based on the 2019 monitoring program, Cambium provides the following recommendations regarding the Gull Lake waste disposal site.
Monitoring and reporting should continue as approved until approval is received from the District Manager and an amended ECA is issued by the Director for the recommended reductions.
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References
AECOM. (2013). Gull Lake Waste Disposal Site Preliminary Assessment & Closure Plan.
AECOM. (2015). Gull Lake Waste Disposal Site 2014 Annual Report. AECOM.
BCMOE. (2016). British Columbia Approved Water Quality Guidelines: Aquatic Life, Wildelife & Agriculture. British Columbia Ministry of Environment.
Cambium. (2017). 2016 Annual Report - Gull Lake Waste Disposal Site (Closed). Cambium Inc.
Cambium. (2018). 2017 Annual Report - Gull Lake Waste Disposal Site (Closed). Cambium Inc.
Cambium. (2019). 2018 Annual Report, Gull Lake Waste Disposal Site (Closed). Cambium Inc.
Chapman & Putnam. (1984). The Physiography of Southern Ontario. Ontario Geological Survey Special Volume 2.
ECCC. (2007). Canadian Water Quality Guidelines for the Protection of Aquatic Life. Environment and Climate Change Canada.
Government of Canada. (2015). Canadian Climate Normals & Averages 1981-2010. Retrieved December 1, 2015, from Canadian Climate Normals: http://climate.weather.gc.ca/climate_normals/index_e.html
Government of Canada. (2019). Historical Data. Retrieved January 2020, from Past weather and climate: http://climate.weather.gc.ca/historical_data/search_historic_data_e.html
MNR. (2006). Mississippi River Water Management Plan. Ministry of Natural Resources.
MOE. (2010). Monitoring and Reporting for Waste Disposal Sites Groundwater and Surface Water: Technical Guidance Document . Ministry of the Environment.
MOE. (2012). Landfill Standards: A Guideline on the Regulatory and Approval Requirements for New or Expanding Landfilling Sites. Ministry of the Environment.
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MOEE. (1993). Guidance Manual for Landfill Sites Receiving Municipal Waste (PIBS 2741). Queen's Printer for Ontario, Ministry of Environment and Energy .
MOEE. (1994a). Water Management: Policies, Guidelines, Provincial Water Quality Objectives of the Ministry of the Environment and Energy. Ministry of Environment and Energy.
MOEE. (1994b). Guideline B-7: Incorporation of the Reasonable Use Concept into MOEE Groundwater Management Activities. Ministry of Environment and Energy Program Development Branch.
MOEE. (1996). Guidance on Sampling and Analytical Methods for Use at Contaminated Sites in Ontario. Ontario Ministry of Environment and Energy Standards Development Branch.
OGS. (1991). Bedrock Geology of Ontario, southern sheet. Map, 2544, scale 1:1,000,000. Ontario Geological Survey.
OMMA . (1994). Hydrogeological Investigation & Closure Plan, Gull Lake Dump. Oliver, Mangione, McCalla & Associates Limited.
TNF. (2014). North Frontenac Waterhseds. (T. o. Frontenac, Producer) Retrieved September 01, 2015, from The Township of North Frontenac: http://gis.northfrontenac.com/watersheds/
Cambium Inc. Page 19 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Glossary of Terms
Active Face/Area The portion of the landfill facility where waste is currently being deposited, spread and/or, compacted prior to the placement of cover material. Adverse Environmental Impact Any direct or indirect undesirable effect on the environment resulting from an emission or discharge that is caused or likely to be caused by human activity. Annual Report Report documenting the results of water quality, environmental quality, and operations monitoring for the year, or for a period as prescribed in the Certificate of Approval. Approved Design and Operations Plan The design of a landfill site and its facilities which have been submitted along with the application documents for which formal Ministry approval has been issued through the Certificate of Approval. Approved Site or Facility A landfill site/facility for which there is an existing and current Certificate of Approval. Aquifer A geologic unit (soil or rock) that contains sufficient saturated permeable material to yield measurable quantities of water to wells and springs. Attenuation Natural process through which the concentrations of landfill generated contaminants are reduced to safe levels. Borehole A hole drilled for soil sampling purposes. Buffer Area An area of land situated within the peripheral area surrounding an active filling area, but limited in extent to the property boundary, assigned to provide space for remedial measures, contaminant control measures, and for the reduction or elimination of adverse environmental impact caused by migrating contaminants. Certificate of Approval The license or permit issued by the Ministry for the operation of a landfill site. Issued to the owner of the site with conditions of compliance stated therein. Contaminant A compound, element, or physical parameter, usually resulting from human activity, or found at elevated concentrations that have or may have a harmful effect on public health or the environment. Contaminant Migration Path Route by which a contaminant will move from the site into adjacent properties or the natural environment. Usually a route that offers the least resistance to movement. Contamination Attenuation Zone The zone beneath the surface, located beyond the landfill site boundary, where contaminants will be naturally attenuated to predetermined levels. Also, see Reasonable Use Policy. Contingency Plan A documented plan detailing a co-ordinated course of action to be followed to control and remediate occurrences such as a fire, explosion, or release of contaminants in an uncontrolled manner that could threaten the environment and public health. Cover Material Material approved by the Ministry that is used to cover compacted solid waste. Usually, a soil with suitable characteristics for specific end- use. Site Development Plan and Operations Report Development and Operations Plan or Report is a document detailing the planned sequence of activities through the landfill site's active life, the control systems, site facilities and monitoring systems that are necessary. This document is required for obtaining a Certificate of Approval. Design Capacity The maximum amount of waste that is planned to be disposed of at a landfill site. Detection Limit Concentration under which a parameter cannot be quantitatively measured.
Cambium Inc. Page 20 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
EAA or EA Act Environmental Assessment Act, Revised Statutes of Ontario, 1990. One of the primary acts of legislation intended to protect, conserve, and wisely manage Ontario's environment through regulating planning and development. Environmental Compliance Approval The license or permit issued by the Ministry for the operation of a landfill site. Issued to the owner of the site with conditions of compliance stated therein. EPA Environmental Protection Act, Revised Status of Ontario, 1990. EPA is another of the primary pieces of Provincial legislation governing the protection of the natural environment of the Province. Evapotranspiration The evaporation of all water from soil, snow, ice, vegetation and other surfaces, including the water absorbed by plants, that is released to the atmosphere as vapour. Fill Area The area of a landfill site designed and designated for the disposal of waste. Final Cover Soil material or soil in combination with synthetic membranes, overlain by vegetation in a planned landscape, placed over a waste cell that has reached the end of its active life. Groundwater Subsurface water that occurs beneath the water table in soils and rocks that are fully saturated. Hydraulic Conductivity The rate of flow of water through a cross-section under a specific hydraulic gradient. It is a property of the geologic formation and the fluid, in hydrogeologic applications where the fluid is water (Units of m/day or cm/s). Hydraulic Gradient The head drop per unit distance in the direction of flow, the driving force for groundwater flow. Hydrogeology The study of subsurface waters and related geologic aspects of surface waters. Impermeable Fill Soil material that is placed as filling material that is sufficiently cohesive and fine grained to impede and restrict the flow of water through it. In situ Testing Testing done on-site, in the field, of material or naturally occurring substances in their original state. Landfill Gas Combustible gas (primarily methane and carbon dioxide) generated by the decomposition of organic waste materials. Landfill Site A parcel of land where solid waste is disposed of in or on land for the purposes of waste management. Leachate Water or other liquid that has been contaminated by dissolved or suspended particles due to contact with solid waste. Leachate Breakout Location where leachate comes to the ground surfaces; a seep or spring. Limit of Filling The outermost limit at which waste has been disposed of, or approved or proposed for disposal at a landfill. Ministry Ontario Ministry of the Environment, Conservation and Parks. Monitoring Regular or spontaneous procedures used to methodically inspect and collect data on the performance of a landfill site relating to environmental quality (i.e., air, leachate, gas, ground or surface water, unsaturated soils, etc.). Monitoring Well The constructed unit of casing (riser and screen) installed in a borehole. Multi-Level Monitoring Well More than one monitoring well installed at a given test well location. Native Soil Soil material occurring naturally in the ground at a location.
Cambium Inc. Page 21 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Natural Attenuation Where contaminants are reduced to acceptable concentration levels by natural mechanisms (dilution, absorption onto the soil matrix, etc.), biological action, and chemical interaction. Occupational Health and Safety Act The primary act of legislation enacted by Ontario Ministry of Labour to regulate and control the safety in the workplace; also Occupational Health and Safety Act, Revised Statutes of Ontario, 1990. Odour Control Minimizing or eliminating the nuisance and undesirable impact of objectionable or unpleasant odours arising from waste disposal operations. Open Burning Burning any matter whereby the resultant combustion products are emitted directly to the atmosphere without passing through an adequate stack, duct, or chimney. Operations Plan A document detailing the waste disposal operations in a planned, and if necessary, a staged manner, that ensure compliance with regulatory provisions concerning the operations of a landfill site. Operator (Site Operator)/Attendant The individual or organization who, through ownership or under contract, manages and operates a landfill site for the purpose of waste disposal. Owner A person, persons, organization, or municipal authority who own a landfill facility or part of a landfill facility, and in whose name the Certificate of Approval for the site is issued. Percolation The movement of infiltrating water through soil. Permeability Often used interchangeable with hydraulic conductivity, but not strictly correct. Permeability is a property of the porous media only. Dependent upon media properties that affect flow, diameter, sphericity, roundness, and packing of the grains. Piezometer A well that intersects a confined aquifer. Provisional Certificate of Approval (Provisional C of A) Same as Certificate of Approval. Reasonable Use Policy A policy developed by the Ministry to stipulate limits to the level of groundwater quality impairment that may be permitted to occur at site property boundaries, to allow the reasonable use of adjacent properties or land without adversely affecting public health and the environment. Recharge Zone An area where precipitation or surface run-off infiltrates into the ground and then, through natural percolation enters an aquifer. Recycling Sorting, collecting or processing waste materials that can be used as a substitute for the raw materials in a process or activity for the production of (the same or other) goods. For example, the "Blue Box" system, in-plant scrap handling, or raw material recovery systems. Recycling is also the marketing of products made from recycled or recycled materials. Reduction (of waste or component of 3Rs program) Those actions, practices, or processes that result in the production or generation of less waste. Remedial Action Corrective action taken to clean-up or remedy a spill, an uncontrolled discharge of a contaminant, or a breach in a facility or its operations, in order to minimize the consequent threat to public health and the environment. Representative Sample A small portion of soil, water, etc. which can be subjected to testing and analysis, that is expected to yield results that will reliably represent the identical characteristics of the source of the material or of a larger body of material. Reuse (component of 3Rs program) The use of an item again in its original form, for a similar purpose as originally intended, or to fulfil a different function. Run-off The part of precipitation (rainwater, snowmelt) that flows overland and does not infiltrate the surface material (soil or rock). Saturated Zone The zone of a subsurface soil where all voids are filled with water.
Cambium Inc. Page 22 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Sedimentation The deposition of fine grained soil in an undesirable location, caused by the scouring, erosion and transportation of earth materials by surface run-off. Sensitive Land Use A land use where humans or the natural environment may experience an adverse environmental impact. Settlement The subsidence of the top surface and underlying waste of a landfill or waste cell as a result of densification under its own weight. Site Capacity The maximum amount of waste that is planned to be disposed (design capacity) or that has been disposed of at a landfill site. Site Closure The planned and approved cessation or termination of landfilling activities at a landfill site upon reaching its site capacity. Site Life The period from its inception through active period of waste disposal, to the time when a landfill site reaches its' site capacity, when it ceases to receive any further waste, including and up to closure. Solid Waste Any waste matter that cannot be characterized by its physical properties as a liquid waste product. Solid Waste Disposal Site or Facility A site or facility such as a landfill site where solid waste is disposed of. Source Separation The separation of various wastes at their point of generation for the purposes of recycling or further processing. Standpipe A monitoring well that intersects the water table aquifer. Storm water Run-off that occurs as a direct result of a storm event or thaw. Storm water Detention Control of storm water by the construction of impoundments of structures for the purpose of regulating storm water flows during high intensity rainfall events that would otherwise transport excessive amounts of sediment, cause soil erosion or cause flooding. Stratigraphy The geologic sub-structuring, usually layered with different distribution, deposition and age. Surface Run-off (Drainage) See Run-off. Surface Water Water that occurs at the earth's surface (ponds, streams, rivers, lakes, oceans). Sub-Soil Soil horizons below the topsoil. Test hole A hole drilled for soil sampling purposes. Topsoil The uppermost layer of the soil containing appreciable organic materials in mineral soils. Adequate fertility to support plant growth. Unsaturated Zone The zone (also vadose zone) in a porous sub-soil, where the voids are not completely water-filled, but contain some air-filled voids. Limited above by the land surface and below by the water table. Vector A disease carrier and transmitter; usually an insect or rodent. VOC Volatile organic compounds are those compounds that will readily volatilize (convert from liquid to gas phase) at conditions normally found in the environment. Waste Ashes, garbage, refuse, domestic waste, industrial waste, or municipal refuse and other used products as are designated or interpreted by the provisions of the Environmental Protection Act.
Cambium Inc. Page 23 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Waste Disposal Site (Facility) Any land or land covered by water upon, into, in or through which, or building or structure in which, waste is deposited or processed and any machinery or equipment or operation required for the treatment or disposal of waste. Waste Management System All facilities, equipment and operations for the complete management of waste, including the collection, handling, transportation, storage, processing and disposal thereof, and may include one or more waste disposal sites. Water Table The water level attained in a monitoring well, which screens the surficial unconfined aquifer. Water Balance Amounts of water to various components in a system so that water entering the system equals the amount of water contained within and discharged out of a system. Water Level The level of water in a well. Well Casing The pipe that is used to construct a well. Well Screen A filtering device used to keep sediment from entering a well. Wetlands Areas where water is at, near or above the land surface long enough to be capable of supporting aquatic or hydrolytic vegetation, and which have soils indicative of wet conditions.
Cambium Inc. Page 24 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Abbreviations RFP Request For Proposal µS microSiemens MECP Ontario Ministry of the Environment, ODWQS Ontario Drinking Water Quality Standards Conservation and Parks MNRF Ontario Ministry of Natural Resources PC of A Provisional Certificate of Approval and Forestry ECA Environmental Compliance Approval PWQO Provincial Water Quality Objectives EPA Environmental Protection Act TOC Total Organic Carbon EAA Environmental Assessment Act VOC Volatile Organic Compound MW monitoring well BTU British Thermal Unit masl metres above sea level °C temperature in degrees Celsius kg kilogram N/A not available mm millimetres % percent m metres cfm cubic feet per minute km kilometres ppmdv part per million by dry volume ha hectare ppmv part per million by volume m3 cubic metres ppm part per million m2 square metres min minimum mg/l milligrams per litre max maximum
Units of Measurement and Conversions
Length Mass
1 metre (m) = 3.28 feet 1 metric ton (tonne) = 1.10 Imperial tons 1 millimetre (mm) = 0.039 inches 1 kilogram (kg) = 2.20 lbs 1 kilometre (km) = 0.621 miles pound (lb) = 453.6 g
gram (g) = ---
Area milligrams (mg) = 1 x 10-3 g 1 hectare (ha) = 2.47 acres microgram (µg) = 1 x 10-6 g 1 square metre (m2) = 10.76 square feet nanogram (ng) = 1 x 10-9 g kilogram (kg) = 1000 g Volume picogram (pg) = 1 x 1012 g 1 cubic metre(m3) = 35.29 cubic feet metric tonne (t) = 1000 kg 1 litre(L) = 0.220 gallons
Cambium Inc. Page 25 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Appended Figures
Cambium Inc. GULL LAKE HAN R TOWNSHIP TC D WASTE DISPOSAL SITE WA TA A I L OF LANARK M k A ree R C T HIGHLANDS TOWNSHIP OF NORTH FRONTENAC B n P º
U to &
C o l S N K COUNTY OF FRONTENAC KS C C o HO rc k
T H a e LAK n re E O RD C RRD O LG E N FO E LAVANT R S LEGEND RD R C D R U North Frontenac Waste I
D S (! E R L Disposal Sites
R A
V N I D D A A R N
T T Highway O B N R T M U U LE N I L O O L A L Major Road M N K A R
E C D R D (! Minor Road
R Ompah D 5 Railroad RD 0 TOWNSHIP OF Y 9
A ADDINGTON B Watercourse E HIGHLANDS RD S L Water Area IL
Plevna M
(! M Provincial Park
AM RD E
AD G ô D H ó T I R U H TR D Wooded Area T S R E LPHIN 41 R R E M O IV A N R BE Lower Tier Municipality D R R L H D Y C R R A H D E IT BON B M Mississippi Station (! S D ECHO Ardoch R Fernleigh (! (! LE VIL ROBERTS D D R E R H E K T N A I U L L
O N
A S O K T E M TOWNSHIP S O (! G B C
D N A O
OF NORTH L D N R I H N S E ARE K 06 506 AN R 5 KE L CH D D A FRONTENAC ARDO R KASH L
M S Y
Cloyne E (! R
S
(! Notes: C
A - Base mapping features are © Queen's Printer of Ontario, 2015 (this does V D
E D R not constitute an endorsement by the Ministry of Natural Resources or the R ô
R D
ó Ontario Government). D I N
E S A - Distances on this plan are in metres and can be converted to feet by N I L 7 dividing by 0.3048. A (! A W - Cambium Inc. makes every effort to ensure this map is free from errors but D L k E R E N Y e RD Z cannot be held responsible for any damages due to error or omissions. This E L E A E re Gull Lake re N map should not be used for navigation or legal purposes. It is intended for GR ry C ek B D TOWNSHIP I ER Bounda S C R L general reference use only. INT Study Area F Y L W D L ad L E R RD A A OF CENTRAL BE W ON De B LO RS R RD DE Y A EC HEN R FRONTENAC P.O. Box 325, 52 Hunter Street East H NEB G N N Peterborough, Ontario, K9H 1G5 KE NOR
U TH C Tel: (705) 742.7900 Fax: (705) 742.7907
H R R
D D www.cambium-inc.com
R O S
D D S
O R 8
D D
e O N R 3 re k RIC A S O R R H RD R C D E D
Beav r W e R N RD W Y E E E E IC REGIONAL LOCATION PLAN R L D P R B
B D R N YO R SHI D TR R O FR AKE B D ON L
R TE OW Project No.: Date: March 2020 EE CLAR N CR N
R K A
D
D T R C 8650-009 Rev.: R
R D
M D R
ô L N R D TO I ó E N Scale: Projection: N I O L D N E R D F M S
41 R E 0 1 2 3 4 5 1:250,000 NAD 1983 UTM Zone 18N R R OX D A Flinton C H E R DUC N D Created by: Checked by: Figure: A A km TLC SNR 111 &% 265 2 NE &% 0 255 GULL LAKE 55 INT LA 26 260 C IMNEY PO H &% WASTE DISPOSAL SITE LOT 11 CON 2 5 &%&% 26 &% º TOWNSHIP OF NORTH FRONTENAC LOT 10 COUNTY OF FRONTENAC CON 2 255 0 5 6 6 2 2 LEGEND
&% Ministry Well Record
# Surface Water Sampling Location # Historical Surface Water # Sampling Location &% 2 255 Property Boundary (4.96 ha.) &% 60 Big Gull Lake &% Approved Waste Disposal Area &% (0.30 ha.) &% &% LOT 12 CON 1 &% Existing Limit of Waste (0.25 ha.) E 55 &% N 2 A L " Building &% E Bayview K A Minor Road &% L
Cottage Resort L L LOT 11 Watercourse, Permanent U G
2 CON 1 Contour (index) 6 5 2 &% 60 Contour ( 5m ) &% 60 &% 2 Lot / Concession &% SW2 &% &% &% &% ## # Low Lying Wet Area &% &% &% SW1 &% Water Area 5
6
2 Wooded Area L LAKE RD GUL &% 0 # SW3 26 LOT 275 &%
14 CON 1 270 Notes: - Well record locations obtained March 2017 from the Ontario Ministry of the Environment. 0 0 26 6 - Base mapping features are © Queen's Printer of Ontario, 2015 (this does 65 2 not constitute an endorsement by the Ministry of Natural Resources or the 2 5 Ontario Government). 7 2 - Distances on this plan are in metres and can be converted to feet by 0 dividing by 0.3048. LOT 7 2 - Cambium Inc. makes every effort to ensure this map is free from errors but 70 0 2 26 cannot be held responsible for any damages due to error or omissions. This 15 CON 1 map should not be used for navigation or legal purposes. It is intended for 265 general reference use only. 5 7 26 2 265 5 0 28 270 70 P.O. Box 325, 52 Hunter Street East 5 2 28 Peterborough, Ontario, K9H 1G5 LOT 13 CON 1 Tel: (705) 742.7900 Fax: (705) 742.7907 www.cambium-inc.com
2 6 0
LOCAL TOPOGRAPHY PLAN
0 2 8 2 6 LOT 16 CON 1 0 LOT 32 CON 5 Project No.: Date: March 2020 285 8650-009 Rev.: 0 280 27 5 Scale: Projection: 65 6 LOT 32 CON 4 2 2 0 1:10,000 5 65 7 0 50 100 150 200 250 NAD 1983 UTM Zone 18N 8 2 2 2 2 8 260 0 60 27 5 0 Created by: Checked by: Figure: 2 0 27 26 m TLC SNR 222
2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Appended Tables
Cambium Inc. 2019 Annual Report Gull Lake Waste Disposal Site Cambuim Ref.: 8650-009
Table 1 - Environmental Monitoring Program
Location Task Frequency Parameters
Groundwater and Surface Water dissolved aluminum, arsenic, barium, beryllium, bismuth, boron, cadmium, chromium, Groundwater elevations cobalt, copper, iron, lead, Surface water sampling manganese, molybdenum, At least once annually* nickel, silver, strontium, tin, SW1, SW3, MW3 Flow estimates (spring) titanium, vanadium, zinc, Staff gauge elevations nitrate, nitrite, total ammonia, Field measurements (pH, TKN, total phosphorus, 1 QA/QC *Twice per year until a temperature, conductivity, sufficient data set is dissolved phosphorus, phenols, dissolved oxygen, and available alkalinity, chloride, sodium, oxygen reduction potential calcium, magnesium, (ORP)) potassium, sulphate, conductivity, pH, DOC, COD, hardness, TDS, TSS, turbidity, colour, ion balance Notes: 1. MW3 should be field filtered; surface water samples should not be filtered, except for SW1 and SW3 for dissolved aluminum and dissolved mercury (lab to filter). 2. Low flow sampling techniques should be used for MW3 sampling. 2019 Annual Report Gull Lake Waste Disposal Site Cambium Ref.: 8650-009
Table 2: Summary of Water Quality
PWQO2 (unless MW3 MW3 MW3 MW3 MW3 MW3 MW3 MW3 SW1 SW1 SW1 8 SW1 SW1 SW1 SW1 SW1 SW1 Parameter SW1 otherwise specified) 5-Nov-13 25-Jun-14 26-May-15 19-Apr-16 4-May-17 24-May-18 1-Nov-18 13-May-19 5-Nov-13 10-Jun-14 25-Aug-14 26-May-15 19-Apr-16 4-May-17 24-May-18 1-Nov-18 13-May-19 9-Oct-19
Alkalinity (CaCO3) decrease >25% 287 354 484 476 449 512 444 436 316 369 244 109 494 213 479 443 198 342 Conductivity (µs/cm) NV 706 818 1040 1070 1000 1120 972 1030 834 869 730 560 1040 643 1010 963 535 779 Colour NV - - - 9 81 8 7 7 - - - 26 9 9 25 33 2 31 pH (units) 6.5-8.5 7.87 8.19 8.02 7.54 7.64 7.60 7.86 7.52 7.81 7.70 7.76 7.45 7.42 7.85 7.90 7.85 7.67 7.99 Solids - Total Dissolved (TDS) NV 388 450 574 590 552 602 518 551 459 478 402 308 573 354 - 513 294 408 Solids - Total Suspended (TSS) NV 46100 860 - 63500 2280 980 244 48 14 50 92 - 26 < 3 1000 80 6 180 Turbidity (NTU) NV - - 26700 26000 1530 501 167 50.2 - - - 13 33 0.6 274 60.8 2 3.7 Carbon - Dissolved Organic (DOC) NV 15.7 10.8 < 0.2 10.2 6.9 22.7 12 10.7 - - - 2.2 8.8 4.1 14.9 17 9.7 18.2 Oxygen Demand - Chemical (COD) NV 3340 27 - 391 42 106 29 < 0.002 103 33 274 - 26 8 262 45 36 203 Total - Phenolics NV - - < 0.001 < 0.001 < 0.001 < 0.001 0.002 3.7 < 0.001 < 0.001 0.007 < 0.001 < 0.001 < 0.001 < 0.001 0.005 < 0.002 < 0.002 Chloride9 120 3.3 3.2 4.1 7.1 5.2 5.8 2.2 - 4.3 3.5 27.7 100 7.6 45.4 7 6.1 16.7 41.1
Nitrogen - Ammonia (NH3) & Ammonium (NH4) NV 0.031 0.16 0.25 0.1 0.09 0.03 0.04 0.04 0.052 0.31 0.27 0.04 0.05 < 0.01 0.07 0.1 0.05 0.05 Ammonia (N)-unionized7 0.02 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.0001 < 0.005 < 0.005 < 0.005 < 0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 Sulphate10 429 79 87 97 108 76 112 75 102 120 99 94 13 81 24 72 79 48 10 9 Nitrogen - Nitrite (NO2) 0.06 < 0.1 - < 0.1 < 0.1 < 0.05 < 0.05 < 0.05 < 0.05 < 0.1 < 0.1 < 0.1 < 0.1 < 0.1 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 9 Nitrogen - Nitrate (NO3) 3 0.1 0.6 0.1 1.0 1.4 0.87 < 0.05 1.69 0.1 < 0.1 < 0.1 < 0.1 < 0.1 0.37 < 0.05 < 0.05 0.09 0.08 Nitrogen - Total Kjeldahl (TKN) NV 0.8 - 1.4 1.7 2.6 19.6 0.7 0.8 1.8 10.9 16.9 0.9 0.8 0.5 8.6 0.8 0.5 3.9
Hardness (as CaCO3 ) NV - 365 593 625 531 638 477 614 434 409 484 180 632 243 626 521 242 388 Aluminum (dissolved) 0.075 ------0.05 0.09 Aluminum (total) NV - - 0.06 0.06 0.06 0.11 0.1 0.1 - - - 0.02 0.06 0.04 0.2 0.09 - - Arsenic 0.005 - - - 0.0012 0.0002 0.0002 0.0002 0.0001 0.0006 - 0.0005 - 0.0003 0.0003 0.0002 0.0002 0.0001 0.0004 Barium NV - 0.124 0.122 0.143 0.137 0.181 0.122 0.16 0.119 - 0.237 0.071 0.178 0.066 0.221 0.104 0.065 0.115 Beryllium 1.1 - - < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 - - - < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 Bismuth NV - - < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 - - - < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 Boron9 1.5 - 0.245 0.277 0.221 0.214 0.289 0.218 0.251 0.268 - 0.401 < 0.005 0.244 0.142 0.324 0.251 0.082 0.131 Cadmium 0.0005 - - 0.00009 < 0.00002 0.000105 0.000115 0.000127 0.000099 0.00013 - 0.00111 < 0.00002 0.00003 0.000051 0.000197 0.000033 0.000025 0.000187 Calcium NV - 122 197 204 172 208 157 204 140 132 162 61.8 207 80.4 202 166 80.7 128 Chromium 0.001 - - < 0.002 < 0.002 0.002 < 0.001 < 0.001 0.001 < 0.002 - 0.005 < 0.002 < 0.002 < 0.001 < 0.001 < 0.001 < 0.001 0.001 Cobalt NV - - < 0.005 < 0.005 < 0.005 0.0007 0.0003 0.0001 - - - < 0.005 < 0.005 < 0.0001 0.0004 0.0006 0.0002 0.0007 Copper 0.005 - - 0.0024 0.0022 0.0017 0.0102 0.002 0.002 0.006 - 0.0008 0.0025 0.0002 0.001 0.0062 0.0062 0.001 0.0026 Iron (total) 0.30 - 0.075 0.1 0.044 0.144 0.342 0.302 < 0.005 4.83 3.21 13.5 0.163 6.79 0.039 5.06 3.88 0.116 3.78 Lead 0.005 - - 0.00007 0.00009 < 0.00002 0.00036 < 0.00002 < 0.00002 0.00112 - 0.00616 0.00002 < 0.00002 < 0.00002 0.00071 0.00037 0.00004 0.00077 Magnesium NV - 14.3 24.7 28.2 24.3 28.7 20.6 25.3 20.6 19 19.4 6.09 27.7 10.1 29.5 25.8 9.98 16.6 Manganese (total) NV - 0.221 0.253 1.26 0.072 0.463 0.065 0.019 0.082 0.089 0.429 0.03 1.15 0.027 0.152 0.499 0.003 0.128 Molybdenum 0.04 - - < 0.01 < 0.01 < 0.01 0.02 < 0.01 < 0.01 - - - < 0.01 < 0.01 0.0002 0.0005 0.0006 0.0002 0.0002 Nickel 0.025 - - < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 - - - < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 Phosphorus - Total Dissolved NV - - < 0.1 0.02 0.17 <0.01 0.1 0.02 - - - < 0.1 < 0.01 0.02 <0.01 0.02 0.05 1.8 Phosphorus - Total 0.03 0.09 - 66.3 0.28 2.4 0.52 0.21 0.3 0.13 0.94 1.69 0.1 0.03 0.02 0.73 0.05 0.07 0.35 Potassium NV - 15.3 15.9 14.6 13.3 20.1 16.5 16.5 16.8 16.7 29.3 2.3 16.3 6.1 19.8 21.1 6.5 15.5 Silver NV - - < 0.00002 < 0.00002 < 0.00002 < 0.0001 < 0.0001 < 0.0001 - - - < 0.00002 0.00002 < 0.00002 < 0.0001 < 0.0001 < 0.0001 < 0.0001 Sodium NV - 32.8 6.9 7.1 5.9 6.3 5.2 5.1 6.6 6.1 20.4 36.9 7.2 15.1 8.7 7.3 13.1 16.8 Strontium NV - - 0.415 0.471 0.366 0.443 0.31 0.424 - - - 0.133 0.446 0.167 0.442 0.357 0.173 0.259 Tin NV - - < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 - - - < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.005 < 0.05 Titanium NV - - < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 - - - < 0.005 < 0.005 < 0.005 0.011 < 0.005 < 0.05 0.011 Vanadium 0.006 - - 0.005 < 0.005 < 0.005 0.014 < 0.005 < 0.005 - - - < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 Zinc 0.03 - - 0.735 0.027 0.083 0.335 0.487 0.253 0.012 - 0.212 0.011 < 0.005 < 0.005 0.028 0.015 0.018 0.033 Temperature (°C)6 NV 9.02 15.8 - 12.5 9.2 13.6 9.1 8 9.6 16.7 21.8 18.2 19.3 10 23.9 6.9 9.3 14.6 pH (units)6 6.5 - 8.5 - 7.62 - 7.08 6.79 6.59 7.16 7.48 - 6.99 7.27 6.8 6.82 7.29 6.95 7.24 7.75 7.87 Conductivity (µs/cm)6 NV 475 733 - 910 990 1040 960 910 560 797 706 550 140 570 1040 990 630 510 Dissolved Oxygen6 5 - - - 6.04 1.96 2.31 5.79 5.52 6.7 1.7 5.8 - 8.68 9.54 7.53 3.34 14.69 8.19 Oxidation Reduction Potential (mV6 NV - - - -18 60 46 168 144 - - - 46 -36 55 43 177 138 177 Notes: 1. All results are expressed in mg/L unless otherwise stated. 2. PWQO means Provincial Water Quality Objectives. 3. Bold text and shading indicate values exceeding PWQO. 4. NV indicates No Value. 5. Metals in surface waters are in total concentrations, unless otherwise specified. Metals in groundwater are dissolved concentrations. 6. Results from field analysis. 7. Calculated from Total Ammonia and field data. 8. Samples were filtered in the field. 9. Canadian Water Quality Guidelines (Long-Term, Freshwater Exposure). 10. British Columbia Water Quality Guidelines (BCG). 2019 Annual Report Gull Lake Waste Disposal Site Cambium Ref.: 8650-009
Table 2: Summary of Water Quality
PWQO2 (unless SW2 SW2 8 SW2 SW3 SW3 SW3 SW3 SW3 SW3 Parameter SW2 otherwise specified) 5-Nov-13 10-Jun-14 26-May-15 19-Apr-16 4-May-17 21-Sep-17 24-May-18 1-Nov-18 13-May-19 9-Oct-19
Alkalinity (CaCO3) decrease >25% 109 76 112 56 21 48 38 36 22 25 Conductivity (µs/cm) NV 286 172 297 147 51 104 80 78 51 57 Colour NV - - 93 88 27 17 30 13 24 18 pH (units) 6.5-8.5 7.17 7.62 7.34 7.43 7.51 7.79 7.87 7.30 7.19 7.25 Solids - Total Dissolved (TDS) NV 157 94 163 81 28 57 - 39 26 29 Solids - Total Suspended (TSS) NV 14 6 - 4 < 3 12 < 3 8 < 3 10 Turbidity (NTU) NV - - 30.6 1.4 1.4 4.4 1.6 1 1 1 Carbon - Dissolved Organic (DOC) NV - - < 0.2 12.6 4.7 5.6 5.6 11.9 5.7 6.9 Oxygen Demand - Chemical (COD) NV 57 40 - 42 8 7 12 6 10 11 Total - Phenolics NV 0.001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.001 < 0.001 0.005 < 0.002 < 0.002 Chloride9 120 11.2 1.2 16.7 3.8 < 0.5 < 0.5 0.7 0.9 < 0.5 0.6
Nitrogen - Ammonia (NH3) & Ammonium (NH4) NV 0.205 0.04 0.04 0.03 < 0.01 0.02 0.02 0.02 0.04 0.020 Ammonia (N)-unionized7 0.02 < 0.005 < 0.005 < 0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 <0.005 Sulphate10 429 10 6 11 8 3 1 1 2 2 2 9 Nitrogen - Nitrite (NO2) 0.06 < 0.1 < 0.1 < 0.1 < 0.1 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 9 Nitrogen - Nitrate (NO3) 3 < 0.1 < 0.1 < 0.1 < 0.1 < 0.05 0.23 0.16 < 0.05 0.05 0.09 Nitrogen - Total Kjeldahl (TKN) NV 1.1 1.1 2.3 1.1 1.6 0.4 0.4 0.5 0.2 0.3
Hardness (as CaCO3 ) NV 119 86 132 68 23 50 48 52 24 32 Aluminum (dissolved) 0.075 ------0.01 0.02 Aluminum (total) NV - - 0.02 0.03 0.04 0.09 0.06 0.03 - - Arsenic 0.005 0.0004 - - 0.0002 0.0001 0.0002 < 0.0001 < 0.0001 0.0001 < 0.0001 Barium NV 0.077 - 0.052 0.024 0.017 0.032 0.03 0.031 0.018 0.017 Beryllium 1.1 - - < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 < 0.002 Bismuth NV - - < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 < 0.02 Boron9 1.5 0.021 - 0.029 0.007 0.065 0.009 0.008 < 0.005 < 0.005 0.006 Cadmium 0.0005 0.00004 - < 0.00002 < 0.00002 < 0.000014 0.000021 0.000062 < 0.000015 < 0.000015 < 0.000015 Calcium NV 41.5 29.9 44.2 23.3 7.87 17.5 16.3 16.7 8.22 11.4 Chromium 0.001 < 0.002 - < 0.002 < 0.002 < 0.001 < 0.001 < 0.001 < 0.001 < 0.001 0.001 Cobalt NV - - < 0.005 < 0.005 < 0.0001 0.0003 0.0001 < 0.0001 0.0001 < 0.0001 Copper 0.005 < 0.002 - 0.0028 0.0001 0.0002 0.0003 0.0073 0.0002 0.0003 0.0001 Iron (total) 0.30 2.98 0.565 0.426 0.761 0.274 0.9 0.749 0.11 0.304 0.274 Lead 0.005 0.00013 - 0.00005 0.00005 0.00004 0.00013 0.00048 0.00002 0.00004 0.00005 Magnesium NV 3.69 2.75 5.33 2.47 0.73 1.5 1.87 2.43 0.74 0.94 Manganese (total) NV 0.25 0.031 0.092 0.031 0.072 0.322 0.072 0.008 0.054 0.024 Molybdenum 0.04 - - < 0.01 < 0.01 < 0.0001 0.0002 0.0002 < 0.0001 < 0.0001 < 0.0001 Nickel 0.025 - - < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 < 0.01 Phosphorus - Total Dissolved NV - - < 0.1 0.01 0.02 0.01 <0.01 <0.01 0.05 < 0.1 Phosphorus - Total 0.03 0.04 0.07 0.15 0.02 0.02 0.03 0.03 0.02 0.05 < 0.01 Potassium NV 3.1 0.6 1.7 1.6 0.2 0.5 0.6 0.7 0.4 0.6 Silver NV - - < 0.00002 < 0.00002 < 0.00002 < 0.00002 < 0.0001 < 0.0001 < 0.0001 < 0.0001 Sodium NV 5 2.1 10.8 3.7 0.4 0.8 1.9 1.5 0.9 1.1 Strontium NV - - 0.103 0.054 0.038 0.093 0.087 0.094 0.037 0.051 Tin NV - - < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.05 < 0.005 < 0.05 Titanium NV - - < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.05 < 0.005 Vanadium 0.006 - - < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 Zinc 0.03 0.011 - 0.008 < 0.005 < 0.005 < 0.005 0.017 0.013 0.006 0.016 Temperature (°C)6 NV 10 21.4 20.8 20.6 12.6 26.4 18.1 7.2 11.2 11.4 pH (units)6 6.5 - 8.5 - 7.3 7.08 7.84 8.18 7.28 7.69 8.68 8.9 8.76 Conductivity (µs/cm)6 NV 184 170 360 170 60 100 80 90 90 70 Dissolved Oxygen6 5 3.5 6.7 - 8.72 9.63 7.05 8.9 10.2 9.57 9.03 Oxidation Reduction Potential (mV6 NV - - 57 -104 36 89 19 140 107 130 Notes: 1. All results are expressed in mg/L unless otherwise stated. 2. PWQO means Provincial Water Quality Objectives. 3. Bold text and shading indicate values exceeding PWQO. 4. NV indicates No Value. 5. Metals in surface waters are in total concentrations, unless otherwise specified. Metals in groundwater are dissolved concentrations. 6. Results from field analysis. 7. Calculated from Total Ammonia and field data. 8. Samples were filtered in the field. 9. Canadian Water Quality Guidelines (Long-Term, Freshwater Exposure). 10. British Columbia Water Quality Guidelines (BCG). 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Appendix A Environmental Compliance Approval
Cambium Inc. Content Copy Of Original
Ministry of the Environment Ministère de l’Environnement AMENDED ENVIRONMENTAL COMPLIANCE APPROVAL NUMBER A380204 Issue Date: May 16, 2014 The Corporation of the Township of North Frontenac 6648 Road 506 Plevna, Ontario K0H 2M0 Site Location: Gull Lake Waste Disposal Site 1651 Gull Lake Rd Former Barrie Township North Frontenac Township, County of Frontenac
You have applied under section 20.2 of Part II.1 of the Environmental Protection Act, R.S.O. 1990, c. E. 19 (Environmental Protection Act) for approval of:
0.3 hectare waste disposal site within a total site area of 4.96 hectares being known as the Gull Lake Waste Disposal Site .
For the purpose of this environmental compliance approval, the following definitions apply:
“Act” and “EPA” means the Environmental Protection Act, R.S.O. 1990, C.E-19 as amended;
" Adverse Effect ” means the same as the definition in the EPA;
“Director” means any Ministry employee appointed in writing by the Minister pursuant to section 5 of the EPA as a Director for the purposes of Part V of the EPA;
“District Manager” refers to the District Manager in the Ministry of the Environment’s Kingston District Office;
“ District Office ” refers to the Ministry of the Environment Kingston District Office;
“EAB” refers to the Environmental Approvals Branch of the Ministry of the Environment;
" Environmental Compliance Approval" or "ECA” or “Approval” means this entire provisional Environmental Compliance Approval document, issued in accordance with Section 20.2 of the EPA , and includes any schedules to it, the application and the supporting documentation listed in Schedule "A";
“EPA” means Environmental Protection Act , R.S.O. 1990 , c. E. 19, as amended from time to time;
“ MOE ” or “ Ministry ” refers to the Ontario Ministry of the Environment;
“ Operator ” has the same meaning as “operator” as defined in s.25 of the EPA ;
“ Owner ” means the Township of North Frontenac;
“ PA ” means the Pesticides Act , R.S.O. 1990, c. P-11, as amended from time to time;
“Provincial Officer " means any person designated in writing by the Minister as a provincial officer pursuant to Section 5 of the OWRA or section 5 of the EPA or section 17 of PA;
“Regional Director” refers to the Director of the Ministry of the Environment ’s Eastern Regional Office;
" Regulation 347 " or " Reg. 347 " or "O. Reg. 347" means Regulation 347, R.R.O. 1990, made under the EPA , as amended from time to time;
“Site” or “WDS” refers to the Gull Lake Waste Disposal Site and lands owned by the Owner described as: North End of Lot 13 Concession 1, former Township of Barrie. County of Frontenac.
You are hereby notified that this environmental compliance approval is issued to you subject to the terms and conditions outlined below:
TERMS AND CONDITIONS
1.0 TERMS AND CONDITIONS
General
1.1 The Requirements specified in this ECA are the requirements under the Environmental Protection Act, R.S.O. 1990 . The issuance of this Approval in no way abrogates the Applicant’s legal obligations to take all reasonable steps to avoid violating other applicable provisions of this legislation and other legislation and regulations.
1.2 The Owner shall ensure that all communications/correspondence made pursuant to this ECA includes reference to the ECA approval number A 412306.
1.3 The obligations imposed by the terms and conditions of this ECA are obligations of due diligence.
Compliance
1.4 The Owner shall ensure that any person authorized to carry out work on or operate any aspect of the Site is notified of the ECA and the conditions herein and shall take all reasonable measures to ensure the person complies with the same.
1.5 Any person authorized to carry out work on or operate any aspect of the Site shall comply with the conditions of this ECA .
In Accordance
1.6 Except as otherwise provided for in this ECA , the Site shall be operated and maintained in accordance with the application for Environmental Compliance Approval for a Waste Disposal Site , dated September 21, 1998, and the supporting documentation listed in Schedule “A”.
Other Legal Obligations
1.7 The issuance of, and compliance with, this ECA does not:
(a) relieve any person of any obligation to comply with any provision of the EPA or any other applicable statute, regulation or other legal requirement; or (b) limit in any way the authority of the Ministry to require certain steps be taken or to request that any further information related to compliance with this ECA be provided to the Ministry ;
unless a provision of this ECA specifically refers to the other requirement or authority and clearly states that the other requirement or authority is to be replaced or limited by this ECA .
Adverse Effect
1.8 The Owner or Operator remain responsible for any contravention of any other condition of this ECA or any applicable statute, regulation, or other legal requirement resulting from any act or omission that caused the adverse effect or impairment of air and/or water quality.
Furnish Information
1.9 Any information requested by the Director or a Provincial Officer concerning the Site and its operation under this ECA , including but not limited to any records required to be kept by this ECA shall be provided in a timely manner.
1.10 The receipt of any information by the Ministry or the failure of the Ministry to prosecute any person or to require any person to take any action, under this ECA or under any statute, regulation or subordinate legal instrument, in relation to the information, shall not be construed as:
i. an approval, waiver, or justification by the Ministry of any act or omission of any person that contravenes any condition of this ECA or any statute, regulation or other subordinate legal requirement; or ii. acceptance by the Ministry of the information's completeness or accuracy.
1.11 Any information related to this ECA and contained in Ministry files may be made available to the public in accordance with the provisions of the Freedom of Information and Protection of Privacy Act, RSO 1990, CF-31.
Interpretation
1.12 Where there is a conflict between a provision of any document, including the application, referred to in this ECA , and the conditions of this ECA, the conditions in this ECA shall take precedence.
1.13 Where there is a conflict between the application and a provision in any documents listed in Schedule "A", the application shall take precedence, unless it is clear that the purpose of the document was to amend the application and that the Ministry approved the amendment in writing .
1.14 Where there is a conflict between any two documents listed in Schedule "A", other than the application, the document bearing the most recent date shall take precedence.
1.15 The conditions of this ECA are severable. If any condition of this ECA , or the application of any condition of this ECA to any circumstance, is held invalid or unenforceable, the application of such condition to other circumstances and the remainder of this ECA shall not be affected thereby.
Certificate of Requirement
1.16 Pursuant to Section 197 of the EPA , no person having an interest in the Site shall deal with the Site in any way without first giving a copy of this ECA to each person acquiring an interest in the Site as a result of the dealing.
1.17 In the event any additional land is acquired for the Site , then two (2) copies of a completed Certificate of Requirement, containing a registerable description of the additional lands for the Site , shall be submitted to the Director for the Director’s signature within sixty (60) calendar days of any amendment to this ECA that incorporates the land into the ECA .
1.18 In the event any additional land is acquired for the Site , then the Certificate of Requirement shall be registered in the appropriate land registry office on title to the Site and a duplicate registered copy shall be submitted to the Director within ten (10) calendar days of receiving the Certificate of Requirement signed by the Director .
No Transfer or Encumbrance
1.19 No portion of this Site shall be transferred or encumbered prior to or after closing of the Site unless the Director is notified in advance and is satisfied with the arrangements made to ensure that all conditions of this ECA will be carried out and that sufficient financial assurance is deposited with the Ministry to ensure that these conditions will be carried out.
Change of Owner
1.20 The Owner shall notify the Director , in writing, and forward a copy of the notification to the District Manager , within 30 days of the occurrence of any changes in the following information:
i. the ownership of the Site ; ii. the Operator of the Site ; iii. the address of the Owner or Operator ; iv. the partners, where the Owner or Operator is or at any time becomes a partnership and a copy of the most recent declaration filed under the Business Names Act , R. S. O. 1990, c. B.17, shall be included in the notification; v. the name of the corporation where the Owner or Operator is or at any time becomes a corporation, other than a municipal corporation, and a copy of the most current information filed under the Corporations Information Act , R. S. O. 1990, c. C.39, shall be included in the notification.
1.21 In the event of any change in the ownership of the Site , other than a change to a successor municipality, the Owner shall notify in writing the succeeding owner of the existence of this ECA , and a copy of such notice shall be forward to the Director and District Manager .
Inspections
1.22 No person shall hinder or obstruct a Provincial Officer from carrying out any and all inspections authorized by the EPA or the PA , of any place to which this ECA relates, and without limiting the foregoing:
i. to enter upon the premises where the approved works are located, or the location where the records required by the conditions of this ECA are kept; ii. to have access to, inspect, and copy any records required to be kept by the conditions of this ECA ; iii. to inspect the Site, related equipment and appurtenances; iv. to inspect the practices, procedures, or operations required by the conditions of this ECA ; and v. to sample and monitor for the purposes of assessing compliance with the terms and conditions of this ECA or the EPA or the PA .
2.0 GENERAL OPERATIONS
Proper Operation
2.1 The Site shall be properly operated and maintained at all times. All waste shall be managed and disposed of in accordance with the EPA and Regulation 347 and the requirements of this ECA. At no time shall the discharge of a contaminant that causes or is likely to cause an Adverse Effect be permitted.
2.2. Waste shall be managed and landfilled at the Site in accordance with items listed in Schedule “A”.
Capacity and Waste Types
2.3 (1) The final volumetric capacity of the Site is 3,400 cubic metres (including waste and daily cover material);
(2) The total capacity as identified in Condition No. 2.3 (1) does not include the final cover.
2.4 No additional waste shall be placed at the Site for final disposal.
2.5 Only solid, non-hazardous waste which includes wastes generated by residential and IC&I generators within the Township of North Frontenac was to be accepted at the Site for landfilling.
Signage
2.6 Signs shall be placed at the landfill Site entrance/exit indicating, at a minimum, the following:
(a) Name of the landfill and name of the Owner/Operator ; (b) MOE ECA Number; (c) The Site is Closed for public use; (d) Contact telephone number at the Township of North Frontenac; (e) Unauthorized entry is prohibited; and (f) The Site is closed and dumping waste anywhere at the Site is prohibited .
Site Security
2.7 The Site entrance and exit gates shall be locked and the Site shall be secured against access by unauthorized persons.
Vermin, Scavenging, Dust, Litter, Odour, Noise, etc.
2.8 The Site shall be operated and maintained such that the vermin, vectors, dust, litter, odour, noise and traffic do not create a nuisance.
2.9 No scavenging is to occur at the Site .
3.0 TRAINING
Employees and Training
3.1 A training plan for all employees that operate any aspect of the site shall be developed and implemented by the Owner. Only trained employees shall operate any aspect of the Site or carry out any activity required under this ECA . For the purpose of this ECA "trained" means knowledgeable either through instruction or practice in:
i. the relevant waste management legislation including EPA, O. Reg. 347 , regulations and guidelines; ii. major environmental and occupational health and safety concerns pertaining to the waste to be handled; iii. the proper handling of wastes; iv. the management procedures including the use and operation of equipment for the processes and wastes to be handled; v. the emergency response procedures; vi. the specific written procedures for the control of nuisance conditions; vii. the terms, conditions and operating requirements of this ECA and, viii. proper inspection, receiving and recording procedures and the activities to be undertaken during and after a load rejection.
4.0 SITE INSPECTIONS
4.1 At least once a year, the Owner shall inspect the Site for the following items but not limited to these items: i. General settlement areas or depressions on the waste mound; ii. Shear and tension cracks on the waste mound; iii. Evidence of leachate seeps; iv. Erosion and sedimentation in surface water around the Site; v. Presence of any ponded water on the waste mound; and vi. Condition of gate/fence surrounding the Site.
Record Retention
4.2 Except as authorized in writing by the Director , all records (whether in electronic or written form) required by this ECA shall be retained at the Owner's address listed at the beginning of this ECA for a minimum of two (2) years from their date of creation.
4.3 The Owner shall retain all documentation listed in Schedule “A” for as long as this ECA is valid.
4.4 The Owner shall make all of the above documents available for inspection upon request of Ministry staff.
5.0 MONITORING
Compliance
5.1 The Site shall be operated in such a way as to ensure compliance with the following:
(a) Reasonable Use Guideline B-7 for the protection of the groundwater at the Site ;
(b) Provincial Water Quality Objectives included in the July 1994 publication entitled Water Management Policies, Guidelines, Provincial Water Quality Objectives , as amended from time to time or limits set by the Regional Director, for the protection of the surface water at and off the Site.
Groundwater Monitors
5.2 The Owner shall ensure all groundwater monitoring wells are properly capped, locked and protected from damage.
5.3 In areas where landfilling is to proceed around monitoring wells, suitable extensions shall be added to the wells and they shall be properly re-secured.
5.4 All groundwater monitoring wells whether included in the monitoring program or not shall be assessed, repaired, replaced or decommissioned as required. Any well being decommissioned shall be decommissioned in accordance with good standard practice that will prevent contamination through the abandoned well and in accordance with Ontario Regulation 903.
5.5 The Owner shall repair or replace any monitoring well included in the monitoring program which is destroyed or in any way made inoperable for sampling such that no more than one sampling event is missed.
5.6 Any monitoring well included in the monitoring program that is no longer required as part of the groundwater monitoring program may be decommissioned provided its removal from the monitoring program has been approved by the Director . A report on the decommissioning shall be provided in the annual monitoring report for the period during which the well was decommissioned.
Monitoring Programs
5.7. (1) The Environmental Monitoring Program shall be carried out for the Site, in accordance with Table 3.1 in Item 1 as listed in Schedule "A".
(2) In addition the Owner shall include the following parameters in the Environmental Monitoring Program:
- Total Suspended Solids - Sulphate - Chemical Oxygen Demand - Phenols - Arsenic - Barium - Boron
(2) The District Manager can require the Owner to include additional sampling stations or parameters to be included in the Environmental Monitoring Program. The District Manager shall provide the details to the Owner in writing at least fourteen days prior to the next sampling event.
(3) For any changes to the monitoring program, the Owner shall in a cover letter request the acceptance of the changes by the District Manager .
(4) W ithin fourteen (14) days of receiving the writing correspondence from the District Manager confirming that the District Manager is in agreement with the proposed changes to the monitoring program, the Owner shall forward a letter identifying the proposed changes and a copy of the correspondences from the District Manager , to the Director requesting the ECA be amended to approve the proposed changes prior to implementation.
6.0 ANNUAL REPORTING
6.1 A written report on the development, operation, monitoring and closure of the Site , shall be completed annually (the “Annual Report”). The Annual Report shall be submitted to the Regional Director and the District Manager by March 31st of each year and shall cover the year ending the preceding December 31st.
6.2 (1) The Annual Report shall include the following unless the Owner receives written notification from the District Manager that the item is no longer required for Annual Report :
(a) Site plan(s) showing the existing contours of the closed Site; (b) a calculation of the remaining approved capacity of the Site and an estimate of the remaining Site life; (c) summary of maintenance and repairs performed on the equipment used at the Site ; (d) summary of inspections undertaken at the Site ; (e) summary of complaints received and actions taken to resolve them; (f) summary of emergency situations and actions taken to address them; (g) any environmental and operational problems and any mitigative actions taken; (h) any recommendations to minimize environmental impacts from the operation of the landfill and waste diversion areas to improve such operations in this regard; (i) the results and an interpretive analysis of the results of all leachate, groundwater and surface water monitoring, including an assessment of the need to amend the monitoring programs; (j) a report on the status of all monitoring wells and a statement as to compliance with O.Reg. 903 ; and (k) any other information required by the District Manager .
(2) For any changes to the submission frequency of the Annual Report, the Owner shall in a cover letter to the District Manager request the annual submission of the annual report be reduced.
(3) W ithin fourteen (14) days of receiving the writing correspondence from the District Manager confirming that the District Manager is in agreement with the annual report submission requirement should be reduced. the Owner shall forward a letter identifying the proposed changes and a copy of the correspondences from the District Manager , to the Director requesting the ECA be amended to approve the proposed changes prior to implementation.
7.0 SITE CLOSURE
7.1 The Site shall be closed in accordance with Item No. 1 in Schedule "A". Schedule "A"
1. Report entitled "Township of North Frontenac - Gull Lake Waste Disposal Site - Preliminary Assessment and Closure Plan" prepared by AECOM (Project No. 60286197) dated July 2013.
The reasons for the imposition of these terms and conditions are as follows:
1. The reason for Condition 1.1, 1.2, 1.3, 1.4 and 1.5 is to ensure that the Site is designed, operated, monitored and maintained in accordance with the application and supporting documentation submitted by the Owner, and not in a manner which the Director has not been asked to consider. 2. The reason for Conditions 1.6, 1.7, 1.8, 1.12, 1.13, 1.14, 1.15 and 5.1 is to clarify the legal rights and responsibilities of the Owner under this ECA. 3. Conditions 1.9, 1.10 and 1.11 are included to ensure that the appropriate Ministry staff have ready access to information and the operations of the Site, which are approved under this ECA. 4. Conditions 1.16, 1.17 and 1.18 are included, pursuant to subsection 197(1) of the EPA, to provide that any persons having an interest in the Site are aware that the land has been approved and used for the purposes of waste disposal. 5. The reasons for Condition 1.19 are to restrict potential transfer or encumbrance of the Site without the approval of the Director and to ensure that any transfer of encumbrance can be made only on the basis that it will not endanger compliance with this ECA. 6. The reasons for Condition 1.20 and 1.21 are to ensure that the Site is operated under the corporate name which appears on the application form submitted for this approval and to ensure that the Director is informed of any changes. 7. The reason for Condition 1.22 is to ensure that appropriate Ministry staff have ready access to the Site for inspection of facilities, equipment, practices and operations required by the conditions in this ECA. This condition is supplementary to the powers of entry afforded a Provincial Officer pursuant to the EPA and OWRA. 8. Conditions 2.1 and 2.2 are included in order to ensure that activities at the waste disposal site is undertaken in accordance with applicable Ministry of the Environment regulations and guidelines. Compliance with these regulations and guidelines will ensure that the site does not cause and adverse effect on the environment. 9. Condition 2.3, 2.4 and 2.5 specifies the maximum amount and type of waste that is landfilled at the Site and that no further waste may be received at the site based on the Owner's application. 10. The reasons for Conditions 2.6 is to ensure the public is aware that the Site is closed and a to ensure that users of the Site are fully aware of important information and restrictions related to Site operations under this ECA. 11. The reason for Condition 2.7 are to specify site access to/from the Site and to ensure the controlled access and integrity of the Site by preventing unauthorized access when the Site is closed. 12. The reason for Condition 3.1 is to ensure that the Site is supervised and operated by properly trained staff in a manner which does not result in a hazard or nuisance to the natural environment or any person. 13. The reasons for Conditions 4.1, 4.2, 4.3 and 4.4 are to provide for the proper assessment of effectiveness and efficiency of site design and operation, their effect or relationship to any nuisance or environmental impacts, and the occurrence of any public complaints or concerns. Record keeping is necessary to determine compliance with this ECA, the EPA and its regulations. 14. The reason for Conditions 5.2 through 5.6 inclusive is to ensure protection of the natural environment and the integrity of the groundwater monitoring network. 15. The reason for Conditions 5.7 are to demonstrate that the landfill site is performing as designed and the impacts on the natural environment are acceptable. Regular monitoring allows for the analysis of trends over time and ensures that there is an early warning of potential problems so that any necessary remedial/contingency action can be taken. 16. The reasons for Conditions 6.1 and 6.2 are to ensure that regular review of site development, operations and monitoring data is documented and any possible improvements to site design, operations or monitoring programs are identified. An annual report is an important tool used in reviewing site activities and for determining the effectiveness of site design. 17. The reason for Conditions 7.1 is to ensure that final closure of the Site is completed in an aesthetically pleasing manner and to ensure the long-term protection of the natural environment.
Upon issuance of the environmental compliance approval, I hereby revoke Approval No(s). A380204 issued on March 28, 1980.
In accordance with Section 139 of the Environmental Protection Act, you may by written Notice served upon me and the Environmental Review Tribunal within 15 days after receipt of this Notice, require a hearing by the Tribunal. Section 142 of the Environmental Protection Act provides that the Notice requiring the hearing shall state:
1. The portions of the environmental compliance approval or each term or condition in the environmental compliance approval in respect of which the hearing is required, and; 2. The grounds on which you intend to rely at the hearing in relation to each portion appealed.
Pursuant to subsection 139(3) of the Environmental Protection Act, a hearing may not be required with respect to any terms and conditions in this environmental compliance approval, if the terms and conditions are substantially the same as those contained in an approval that is amended or revoked by this environmental compliance approval.
The Notice should also include:
3. The name of the appellant; 4. The address of the appellant; 5. The environmental compliance approval number; 6. The date of the environmental compliance approval; 7. The name of the Director, and; 8. The municipality or municipalities within which the project is to be engaged in.
And the Notice should be signed and dated by the appellant.
This Notice must be served upon:
The Director appointed for the purposes of Part II.1 of the The Secretary* Environmental Protection Act Environmental Review Tribunal Ministry of the Environment 655 Bay Street, Suite 1500 AND 2 St. Clair Avenue West, Floor Toronto, Ontario 12A M5G 1E5 Toronto, Ontario M4V 1L5
* Further information on the Environmental Review Tribunal ’s requirements for an appeal can be obtained directly from the Tribunal at: Tel: (416) 212-6349, Fax: (416) 314-3717 or www.ert.gov.on.ca
The above noted activity is approved under s.20.3 of Part II.1 of the Environmental Protection Act. DATED AT TORONTO this 16th day of May, 2014 Tesfaye Gebrezghi, P.Eng. Director appointed for the purposes of Part II.1 of the Environmental Protection Act DG/ c: District Manager, MOE Kingston - District Guy Laporte, AECOM Canada Ltd. 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Appendix B Field Sheets
Cambium Inc.
LOCATION: GullWDS DATE: May13,2019 WEATHER(SAMPLEDAY):7°CRain10°C
PROJECTNUMBER: 8650Ͳ009 SAMPLEDBY: M.PionandD.Fleming WEATHER(PREVIOUSDAY): 15°CSun FIELDSHEET–GROUNDWATERDEVELOPMENT&SAMPLING B.H. B.H. Stick Sample Water Purge Volumes (L) Temp pH Cond. DO ORP LFG Observations Depth Dia. – Up Location Level (°C) (units) (mS) (mg/L) (mV) (ppm) (m) (mm) (m) Needed Actual Clarity Colour Odour Sheen Other Dry x 1 MW3 0.75 1.14 38.1 0.43 1.25 8.0 7.48 910 5.52 144 - Cloudy Grey None None 0.60
LOCATION: GullWDS DATE: October09,2019 WEATHER(SAMPLEDAY):Ͳ1°CSun15°C
PROJECTNUMBER: 8650Ͳ009 SAMPLEDBY: M.PionandD.Fleming WEATHER(PREVIOUSDAY): 18°CSun FIELDSHEET–GROUNDWATERDEVELOPMENT&SAMPLING B.H. B.H. Stick Sample Water Purge Volumes (L) Temp pH Cond. DO ORP LFG Observations Depth Dia. – Up Location Level (°C) (units) (mS) (mg/L) (mV) (ppm) (m) (mm) (m) Needed Actual Clarity Colour Odour Sheen Other Dry x 1 Insufficient Volume for MW3 0.90 1.14 38.1 0.43 0.75 ------0.1 Sample Collection
LOCATION: GullWDS DATE: May13,2019 WEATHER(SAMPLEDAY): 7°CRain10°C
PROJECTNUMBER: 8650Ͳ009 SAMPLEDBY: M.PionandD.Fleming WEATHER(PREVIOUSDAY): 15°CSun FIELDSHEET–SURFACEWATERSAMPLING Sample Depth Width Velocity Discharge Temp pH Cond. DO ORP Observations 3 Location (m) (m) (m/s) (m /s) (°C) (units) (mS) (mg/L) (mV) Clarity Colour Odour Sheen Other
SW1 0.25 Ponded - No Observable Flow 9.3 7.75 630 14.69 138 Clear None None None QA/QC,
SW3 0.10 0.60 0.30 0.018 11.2 8.90 90 9.57 107 Clear None None None
LOCATION: GullWDS DATE: October09,2019 WEATHER(SAMPLEDAY):Ͳ1°CSun15°C
PROJECTNUMBER: 8650Ͳ009 SAMPLEDBY: D.FlemingandM.Pion WEATHER(PREVIOUSDAY): 18°CSun FIELDSHEET–SURFACEWATERSAMPLING Sample Depth Width Velocity Discharge Temp pH Cond. DO ORP Observations 3 Location (m) (m) (m/s) (m /s) (°C) (units) (mS) (mg/L) (mV) Clarity Colour Odour Sheen Other
SW1 0.10 Ponded - No Observable Flow 14.6 7.87 510 8.19 177 Clear Yellow None None QA/QC
SW3 0.12 0.25 0.10 0.003 11.4 8.76 70 9.03 130 Clear None None None Home > Environment and natural resources > Weather, Climate and Hazard > Past weather and climate > Historical Data
Daily Data Report for May 2019
DRUMMOND CENTRE ONTARIO Current Station Operator: CCN
Latitude: 45°01'56.082" N
Longitude: 76°15'10.098" W
Elevation: 145.00 m
Climate ID: 6102J13
WMO ID:
TC ID:
Dir of Spd Heat Cool Snow Max of Max Min Mean Deg Deg Total Total Total on Gust Max Temp Temp Temp Days Days Rain Snow Precip Grnd 10's Gust °C °C °C mm cm mm cm deg km/h DAY
01 † 5.5 4.0 4.8 13.2 0.0 7.6 0.0 7.6 0 02 † 7.5 1.5 4.5 13.5 0.0 3.4 0.0 3.4 0 03 † 10.5 5.0 7.8 10.2 0.0 2.6 0.0 2.6 0 04 † 17.0 7.0 12.0 6.0 0.0 0.0 0.0 0.0 0 Dir of Spd Heat Cool Snow Max of Max Min Mean Deg Deg Total Total Total on Gust Max Temp Temp Temp Days Days Rain Snow Precip Grnd 10's Gust °C °C °C mm cm mm cm deg km/h DAY
05 † 21.0 1.0 11.0 7.0 0.0 0.0 0.0 0.0 0 06 † 24.0 4.0 14.0 4.0 0.0 0.0 0.0 0.0 0 07 † 16.0 9.0 12.5 5.5 0.0 0.6 0.0 0.6 0 08 † 14.0 -1.0 6.5 11.5 0.0 0.0 0.0 0.0 0 09 † 14.5 3.5 9.0 9.0 0.0 16.4 0.0 16.4 0 10 † 18.0 10.0 14.0 4.0 0.0 7.0 0.0 7.0 0 11 † 14.0 3.5 8.8 9.2 0.0 0.0 0.0 0.0 0 12 † 17.0 6.0 11.5 6.5 0.0 0.0 0.0 0.0 0 13 † 13.5 6.5 10.0 8.0 0.0 11.6 0.0 11.6 0 14 † 12.0 5.5 8.8 9.2 0.0 2.8 0.0 2.8 0 15 † 16.0 2.5 9.3 8.7 0.0 0.6 0.0 0.6 0 16 † 15.5 5.5 10.5 7.5 0.0 6.2 0.0 6.2 0 17 † 15.5 7.5 11.5 6.5 0.0 0.4 0.0 0.4 0 18 † 15.5 5.5 10.5 7.5 0.0 3.0 0.0 3.0 0 19 † 20.0 9.5 14.8 3.2 0.0 6.2 0.0 6.2 0 20 † 21.0 12.0 16.5 1.5 0.0 0.0 0.0 0.0 0 21 † 18.0 8.0 13.0 5.0 0.0 0.0 0.0 0.0 0 22 † 20.0 4.0 12.0 6.0 0.0 0.0 0.0 0.0 0 23 † 19.5 7.5 13.5 4.5 0.0 1.0 0.0 1.0 0 24 † 19.5 12.0 15.8 2.2 0.0 0.0 0.0 0.0 0 25 † 18.5 8.0 13.3 4.7 0.0 12.0 0.0 12.0 0 26 † 23.0 13.5 18.3 0.0 0.3 0.0 0.0 0.0 0 27 † 17.0 7.0 12.0 6.0 0.0 2.0 0.0 2.0 0 28 † 12.0 8.0 10.0 8.0 0.0 4.4 0.0 4.4 0 29 † 20.0 9.5 14.8 3.2 0.0 0.0 0.0 0.0 0 Dir of Spd Heat Cool Snow Max of Max Min Mean Deg Deg Total Total Total on Gust Max Temp Temp Temp Days Days Rain Snow Precip Grnd 10's Gust °C °C °C mm cm mm cm deg km/h DAY
30 † 22.5 7.5 15.0 3.0 0.0 0.0 0.0 0.0 0 31 † 18.0 5.0 11.5 6.5 0.0 0.0 0.0 0.0 0 Sum 200.80.3 87.8 0.0 87.8 Avg 16.7 6.4 11.5 Xtrm 24.0 -1.0 Summary, average and extreme values are based on the data above.
Legend
A = Accumulated C = Precipitation occurred, amount uncertain E = Estimated F = Accumulated and estimated L = Precipitation may or may not have occurred M = Missing N = Temperature missing but known to be > 0
S = More than one occurrence T = Trace Y = Temperature missing but known to be < 0 [empty] = No data available ^ = The value displayed is based on incomplete data † = Data that is not subject to review by the National Climate Archives
Date modified: 2019-10-22 Home > Environment and natural resources > Weather, Climate and Hazard > Past weather and climate > Historical Data
Daily Data Report for October 2019
DRUMMOND CENTRE ONTARIO Current Station Operator: CCN
Latitude: 45°01'56.082" N
Longitude: 76°15'10.098" W
Elevation: 145.00 m
Climate ID: 6102J13
WMO ID:
TC ID:
Dir of Spd Heat Cool Snow Max of Max Min Mean Deg Deg Total Total Total on Gust Max Temp Temp Temp Days Days Rain Snow Precip Grnd 10's Gust °C °C °C mm cm mm cm deg km/h DAY
01 † 24.5 9.0 16.8 1.2 0.0 4.6 0.0 4.6 0 02 † 12.0 9.0 10.5 7.5 0.0 0.4 0.0 0.4 0 03 † 9.5 2.5 6.0 12.0 0.0 5.2 0.0 5.2 0 04 † 10.0 5.5 7.8 10.2 0.0 0.0 0.0 0.0 0 Dir of Spd Heat Cool Snow Max of Max Min Mean Deg Deg Total Total Total on Gust Max Temp Temp Temp Days Days Rain Snow Precip Grnd 10's Gust °C °C °C mm cm mm cm deg km/h DAY
05 † 13.0 -2.0 5.5 12.5 0.0 0.0 0.0 0.0 0 06 † 18.0 5.0 11.5 6.5 0.0 0.0 0.0 0.0 0 07 † 17.5 10.5 14.0 4.0 0.0 0.0 0.0 0.0 0 08 † 17.0 1.5 9.3 8.7 0.0 0.0 0.0 0.0 0 09 † 16.0 -1.5 7.3 10.7 0.0 0.0 0.0 0.0 0 10 † 18.0 -0.5 8.8 9.2 0.0 0.0 0.0 0.0 0 11 † 19.0 2.0 10.5 7.5 0.0 0.0 0.0 0.0 0 12 † 13.5 6.5 10.0 8.0 0.0 2.4 0.0 2.4 0 13 † 14.0 -0.5 6.8 11.2 0.0 0.4 0.0 0.4 0 14 † 12.0 7.5 9.8 8.2 0.0 0.0 0.0 0.0 0 15 † 14.0 0.0 7.0 11.0 0.0 0.0 0.0 0.0 0 16 † 11.5 6.0 8.8 9.2 0.0 49.0 0.0 49.0 0 17 † 9.5 7.5 8.5 9.5 0.0 7.6 0.0 7.6 0 18 † 9.0 5.5 7.3 10.7 0.0 0.0 0.0 0.0 0 19 † 11.0 -1.0 5.0 13.0 0.0 0.0 0.0 0.0 0 20 † 15.0 -1.0 7.0 11.0 0.0 0.0 0.0 0.0 0 21 † 16.0 0.0 8.0 10.0 0.0 0.0 0.0 0.0 0 22 † 12.0 9.0 10.5 7.5 0.0 26.6 0.0 26.6 0 23 † 13.5 2.5 8.0 10.0 0.0 0.4 0.0 0.4 0 24 † 13.5 3.0 8.3 9.7 0.0 0.8 0.0 0.8 0 25 † 9.0 2.5 5.8 12.2 0.0 0.0 0.0 0.0 0 26 † 11.5 -1.0 5.3 12.7 0.0 27.4 0.0 27.4 0 27 † 11.0 2.0 6.5 11.5 0.0 12.4 0.0 12.4 0 28 † 15.5 9.0 12.3 5.7 0.0 0.0 0.0 0.0 0 29 † 18.0 2.0 10.0 8.0 0.0 0.0 0.0 0.0 0 Dir of Spd Heat Cool Snow Max of Max Min Mean Deg Deg Total Total Total on Gust Max Temp Temp Temp Days Days Rain Snow Precip Grnd 10's Gust °C °C °C mm cm mm cm deg km/h DAY
30 † 9.5 6.5 8.0 10.0 0.0 8.4 0.0 8.4 0 31 † 8.5 6.0 7.3 10.7 0.0 33.8 0.0 33.8 0 Sum 289.80.0 179.4 0.0 179.4 Avg 13.6 3.7 8.7 Xtrm 24.5 -2.0 Summary, average and extreme values are based on the data above.
Legend
A = Accumulated C = Precipitation occurred, amount uncertain E = Estimated F = Accumulated and estimated L = Precipitation may or may not have occurred M = Missing N = Temperature missing but known to be > 0
S = More than one occurrence T = Trace Y = Temperature missing but known to be < 0 [empty] = No data available ^ = The value displayed is based on incomplete data † = Data that is not subject to review by the National Climate Archives
Date modified: 2019-10-22 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Appendix C Laboratory Certificates of Analysis
Cambium Inc. CERTIFICATE OF ANALYSIS Final Report
C.O.C.: G77291 REPORT No. B19-13103
Report To: Caduceon Environmental Laboratories Cambium Environmental 285 Dalton Ave PO Box 325, 52 Hunter Street East Kingston Ontario K7K 6Z1 Peterborough ON K9H 1G5 Canada Tel: 613-544-2001 Attention: Stephanie Reeder Fax: 613-544-2770 DATE RECEIVED: 14-May-19 JOB/PROJECT NO.: Gull Lake WDS DATE REPORTED: 31-May-19 P.O. NUMBER: 8650-009 SAMPLE MATRIX: Surface Water WATERWORKS NO.
Client I.D. SW3 SW1 QA/QC SW Sample I.D. B19-13103-1 B19-13103-2 B19-13103-3 Date Collected 13-May-19 13-May-19 13-May-19 Reference Date/Site Parameter Units R.L. Method Analyzed Alkalinity(CaCO3) to pH4.5 mg/L 5 SM 2320B 15-May-19/O 22 198 203 Colour TCU 2 SM 2120C 15-May-19/O 24 2 24 Conductivity @25°C µmho/cm 1 SM 2510B 15-May-19/O 51 535 547 pH @25°C pH Units SM 4500H 15-May-19/O 7.19 7.67 7.63 Total Suspended Solids mg/L 3 SM2540D 22-May-19/K < 3 6 3 Turbidity NTU 0.1 SM 2130 15-May-19/O 1.0 2.0 2.2 Dissolved Organic Carbon mg/L 0.2 EPA 415.1 22-May-19/O 5.7 9.7 9.9 Phenolics mg/L 0.002 MOEE 3179 22-May-19/K < 0.002 < 0.002 < 0.002 COD mg/L 5 SM 5220D 27-May-19/O 10 36 35 Chloride mg/L 0.5 SM4110C 25-May-19/O < 0.5 16.7 16.6 Ammonia (N)-Total mg/L 0.01 SM4500- 23-May-19/K 0.04 0.05 0.05 NH3-H Sulphate mg/L 1 SM4110C 25-May-19/O 2 48 48 Nitrite (N) mg/L 0.05 SM4110C 25-May-19/O < 0.05 < 0.05 < 0.05 Nitrate (N) mg/L 0.05 SM4110C 25-May-19/O 0.05 0.09 0.09 Total Kjeldahl Nitrogen mg/L 0.1 E3199A.1 29-May-19/K 0.2 0.5 0.4 Hardness (as CaCO3) mg/L 1 SM 3120 24-May-19/O 24 242 247 Aluminum mg/L 0.01 SM 3120 17-May-19/O 0.01 0.05 0.05 Arsenic mg/L 0.0001 EPA 200.8 21-May-19/O 0.0001 0.0001 0.0001 Barium mg/L 0.001 SM 3120 24-May-19/O 0.018 0.065 0.064 Beryllium mg/L 0.002 SM 3120 24-May-19/O < 0.002 < 0.002 < 0.002 Bismuth mg/L 0.02 SM 3120 24-May-19/O < 0.02 < 0.02 < 0.02 Boron mg/L 0.005 SM 3120 24-May-19/O < 0.005 0.082 0.082 Cadmium mg/L 0.000015 EPA 200.8 21-May-19/O < 0.000015 0.000025 0.000024 Calcium mg/L 0.02 SM 3120 24-May-19/O 8.22 80.7 80.4 Chromium mg/L 0.001 EPA 200.8 21-May-19/O < 0.001 < 0.001 0.001 Cobalt mg/L 0.0001 EPA 200.8 21-May-19/O 0.0001 0.0002 0.0002 Copper mg/L 0.0001 EPA 200.8 21-May-19/O 0.0003 0.0010 0.0011
R.L. = Reporting Limit Michelle Dubien Test methods may be modified from specified reference method unless indicated by an * Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 1 of 2. CERTIFICATE OF ANALYSIS Final Report
C.O.C.: G77291 REPORT No. B19-13103
Report To: Caduceon Environmental Laboratories Cambium Environmental 285 Dalton Ave PO Box 325, 52 Hunter Street East Kingston Ontario K7K 6Z1 Peterborough ON K9H 1G5 Canada Tel: 613-544-2001 Attention: Stephanie Reeder Fax: 613-544-2770 DATE RECEIVED: 14-May-19 JOB/PROJECT NO.: Gull Lake WDS DATE REPORTED: 31-May-19 P.O. NUMBER: 8650-009 SAMPLE MATRIX: Surface Water WATERWORKS NO.
Client I.D. SW3 SW1 QA/QC SW Sample I.D. B19-13103-1 B19-13103-2 B19-13103-3 Date Collected 13-May-19 13-May-19 13-May-19 Reference Date/Site Parameter Units R.L. Method Analyzed Iron mg/L 0.005 SM 3120 24-May-19/O 0.304 0.116 0.102 Lead mg/L 0.00002 EPA 200.8 21-May-19/O 0.00004 0.00004 0.00003 Magnesium mg/L 0.02 SM 3120 24-May-19/O 0.74 9.98 9.94 Manganese mg/L 0.001 SM 3120 24-May-19/O 0.054 0.003 0.003 Molybdenum mg/L 0.0001 EPA 200.8 21-May-19/O < 0.0001 0.0002 0.0002 Nickel mg/L 0.01 SM 3120 24-May-19/O < 0.01 < 0.01 < 0.01 Potassium mg/L 0.1 SM 3120 24-May-19/O 0.4 6.5 6.5 Phosphorus-Soluble mg/L 0.01 4500-P.E. 29-May-19/K 0.05 0.05 0.04 Phosphorus-Total mg/L 0.01 E3199A.1 29-May-19/K 0.05 0.07 0.06 Silver mg/L 0.0001 EPA 200.8 21-May-19/O < 0.0001 < 0.0001 < 0.0001 Sodium mg/L 0.2 SM 3120 24-May-19/O 0.9 13.1 13.0 Strontium mg/L 0.001 SM 3120 24-May-19/O 0.037 0.173 0.172 Titanium mg/L 0.005 SM 3120 24-May-19/O < 0.005 < 0.005 < 0.005 Tin mg/L 0.05 SM 3120 24-May-19/O < 0.05 < 0.05 < 0.05 Vanadium mg/L 0.005 SM 3120 24-May-19/O < 0.005 < 0.005 < 0.005 Zinc mg/L 0.005 SM 3120 24-May-19/O 0.006 0.018 0.010 Anion Sum meq/L Calc. 25-May-19/O 0.493 5.43 5.54 Cation Sum meq/L Calc. 25-May-19/O 0.544 5.59 5.57 % Difference % Calc. 25-May-19/O 4.93 1.48 0.293 Ion Ratio AS/CS Calc. 25-May-19/O 0.906 0.971 0.994 Conductivity (calc.) µmho/cm Calc. 25-May-19/O 52 533 536 TDS(ion sum calc.) mg/L 1 Calc. 25-May-19/O 26 294 297 Langelier Index(25°C) S.I. Calc. 25-May-19/O -1.87 0.431 0.400
R.L. = Reporting Limit Michelle Dubien Test methods may be modified from specified reference method unless indicated by an * Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 2 of 2. CERTIFICATE OF ANALYSIS Final Report
C.O.C.: G77291 REPORT No. B19-13129
Report To: Caduceon Environmental Laboratories Cambium Environmental 285 Dalton Ave PO Box 325, 52 Hunter Street East Kingston Ontario K7K 6Z1 Peterborough ON K9H 1G5 Canada Tel: 613-544-2001 Attention: Stephanie Reeder Fax: 613-544-2770 DATE RECEIVED: 14-May-19 JOB/PROJECT NO.: Gull Lake WDS DATE REPORTED: 28-May-19 P.O. NUMBER: 8650-009 SAMPLE MATRIX: Groundwater WATERWORKS NO.
Client I.D. MW3 Sample I.D. B19-13129-1 Date Collected 13-May-19 Reference Date/Site Parameter Units R.L. Method Analyzed Alkalinity(CaCO3) to pH4.5 mg/L 5 SM 2320B 15-May-19/O 436 Colour TCU 2 SM 2120C 15-May-19/O 7 Conductivity @25°C µmho/cm 1 SM 2510B 15-May-19/O 1030 pH @25°C pH Units SM 4500H 15-May-19/O 7.52 Total Dissolved Solids mg/L 3 SM 2540D 17-May-19/O 551 Total Suspended Solids mg/L 3 SM2540D 22-May-19/K 48 Turbidity NTU 0.1 SM 2130 15-May-19/O 50.2 Dissolved Organic Carbon mg/L 0.2 EPA 415.1 22-May-19/O 10.7 COD mg/L 5 SM 5220D 22-May-19/O 36 Phenolics mg/L 0.002 MOEE 3179 22-May-19/K < 0.002 Chloride mg/L 0.5 SM4110C 25-May-19/O 3.7 Ammonia (N)-Total mg/L 0.01 SM4500- 17-May-19/K 0.04 NH3-H Sulphate mg/L 1 SM4110C 25-May-19/O 102 Nitrite (N) mg/L 0.05 SM4110C 25-May-19/O < 0.05 Nitrate (N) mg/L 0.05 SM4110C 25-May-19/O 1.69 Total Kjeldahl Nitrogen mg/L 0.1 E3199A.1 22-May-19/K 0.8 Hardness (as CaCO3) mg/L 1 SM 3120 22-May-19/O 614 Aluminum mg/L 0.01 SM 3120 22-May-19/O 0.10 Arsenic mg/L 0.0001 EPA 200.8 17-May-19/O 0.0001 Barium mg/L 0.001 SM 3120 22-May-19/O 0.160 Beryllium mg/L 0.002 SM 3120 22-May-19/O < 0.002 Bismuth mg/L 0.02 SM 3120 22-May-19/O < 0.02 Boron mg/L 0.005 SM 3120 22-May-19/O 0.251 Cadmium mg/L 0.000015 EPA 200.8 17-May-19/O 0.000099 Calcium mg/L 0.02 SM 3120 22-May-19/O 204 Chromium mg/L 0.001 EPA 200.8 17-May-19/O 0.001 Cobalt mg/L 0.0001 EPA 200.8 17-May-19/O 0.0001
R.L. = Reporting Limit Michelle Dubien Test methods may be modified from specified reference method unless indicated by an * Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 1 of 2. CERTIFICATE OF ANALYSIS Final Report
C.O.C.: G77291 REPORT No. B19-13129
Report To: Caduceon Environmental Laboratories Cambium Environmental 285 Dalton Ave PO Box 325, 52 Hunter Street East Kingston Ontario K7K 6Z1 Peterborough ON K9H 1G5 Canada Tel: 613-544-2001 Attention: Stephanie Reeder Fax: 613-544-2770 DATE RECEIVED: 14-May-19 JOB/PROJECT NO.: Gull Lake WDS DATE REPORTED: 28-May-19 P.O. NUMBER: 8650-009 SAMPLE MATRIX: Groundwater WATERWORKS NO.
Client I.D. MW3 Sample I.D. B19-13129-1 Date Collected 13-May-19 Reference Date/Site Parameter Units R.L. Method Analyzed Copper mg/L 0.0001 EPA 200.8 17-May-19/O 0.0020 Iron mg/L 0.005 SM 3120 22-May-19/O < 0.005 Lead mg/L 0.00002 EPA 200.8 17-May-19/O < 0.00002 Magnesium mg/L 0.02 SM 3120 22-May-19/O 25.3 Manganese mg/L 0.001 SM 3120 22-May-19/O 0.019 Molybdenum mg/L 0.01 SM 3120 22-May-19/O < 0.01 Nickel mg/L 0.01 SM 3120 22-May-19/O < 0.01 Phosphorus-Soluble mg/L 0.01 4500-P.E. 22-May-19/K 0.02 Phosphorus-Total mg/L 0.01 E3199A.1 22-May-19/K 0.30 Potassium mg/L 0.1 SM 3120 22-May-19/O 16.5 Silver mg/L 0.0001 EPA 200.8 17-May-19/O < 0.0001 Sodium mg/L 0.2 SM 3120 22-May-19/O 5.1 Strontium mg/L 0.001 SM 3120 22-May-19/O 0.424 Tin mg/L 0.05 SM 3120 22-May-19/O < 0.05 Titanium mg/L 0.005 SM 3120 22-May-19/O < 0.005 Vanadium mg/L 0.005 SM 3120 22-May-19/O < 0.005 Zinc mg/L 0.005 SM 3120 22-May-19/O 0.253
R.L. = Reporting Limit Michelle Dubien Test methods may be modified from specified reference method unless indicated by an * Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 2 of 2. CERTIFICATE OF ANALYSIS Final Report
C.O.C.: --- REPORT No. B19-32867
Report To: Caduceon Environmental Laboratories Cambium Environmental 285 Dalton Ave PO Box 325, 52 Hunter Street East Kingston Ontario K7K 6Z1 Peterborough ON K9H 1G5 Canada Tel: 613-544-2001 Attention: Stephanie Reeder Fax: 613-544-2770 DATE RECEIVED: 11-Oct-19 JOB/PROJECT NO.: Gull Lake WDS DATE REPORTED: 31-Oct-19 P.O. NUMBER: 8650-009 SAMPLE MATRIX: Surface Water WATERWORKS NO.
Client I.D. SW3 SW1 SW QA/QC Sample I.D. B19-32867-1 B19-32867-2 B19-32867-3 Date Collected 09-Oct-19 09-Oct-19 09-Oct-19 Reference Date/Site Parameter Units R.L. Method Analyzed Alkalinity(CaCO3) to pH4.5 mg/L 5 SM 2320B 16-Oct-19/O 25 342 274 Colour TCU 2 SM 2120C 17-Oct-19/O 18 31 65 Conductivity @25°C µmho/cm 1 SM 2510B 16-Oct-19/O 57 779 675 pH @25°C pH Units SM 4500H 16-Oct-19/O 7.25 7.99 7.95 Total Dissolved Solids mg/L 3 SM 2540D 18-Oct-19/O 29 408 351 Total Suspended Solids mg/L 3 SM2540D 15-Oct-19/K 10 180 350 Turbidity NTU 0.1 SM 2130 17-Oct-19/O 1.0 3.7 85.9 Dissolved Organic Carbon mg/L 0.2 EPA 415.1 25-Oct-19/O 6.9 18.2 18.1 COD mg/L 5 SM 5220D 23-Oct-19/O 11 203 215 Phenolics mg/L 0.002 MOEE 3179 18-Oct-19/K < 0.002 < 0.002 < 0.002 Chloride mg/L 0.5 SM4110C 31-Oct-19/O 0.6 41.1 41.0 Ammonia (N)-Total mg/L 0.01 SM4500- 18-Oct-19/K 0.02 0.05 0.06 NH3-H Sulphate mg/L 1 SM4110C 31-Oct-19/O 2 10 10 Nitrite (N) mg/L 0.05 SM4110C 31-Oct-19/O < 0.05 < 0.05 < 0.05 Nitrate (N) mg/L 0.05 SM4110C 31-Oct-19/O 0.09 0.08 0.08 Total Kjeldahl Nitrogen mg/L 0.1 E3199A.1 17-Oct-19/K 0.3 3.9 4.2 Hardness (as CaCO3) mg/L 1 SM 3120 18-Oct-19/O 32 388 395 Aluminum mg/L 0.01 SM 3120 18-Oct-19/O 0.02 0.09 0.07 Arsenic mg/L 0.0001 EPA 200.8 23-Oct-19/O < 0.0001 0.0004 0.0004 Barium mg/L 0.001 SM 3120 18-Oct-19/O 0.017 0.115 0.117 Beryllium mg/L 0.002 SM 3120 18-Oct-19/O < 0.002 < 0.002 < 0.002 Bismuth mg/L 0.02 SM 3120 18-Oct-19/O < 0.02 < 0.02 < 0.02 Boron mg/L 0.005 SM 3120 18-Oct-19/O 0.006 0.131 0.132 Cadmium mg/L 0.000015 EPA 200.8 23-Oct-19/O < 0.000015 0.000187 0.000201 Calcium mg/L 0.02 SM 3120 18-Oct-19/O 11.4 128 131 Chromium mg/L 0.001 EPA 200.8 23-Oct-19/O 0.001 0.001 0.001 Cobalt mg/L 0.0001 EPA 200.8 23-Oct-19/O < 0.0001 0.0007 0.0007
R.L. = Reporting Limit Michelle Dubien Test methods may be modified from specified reference method unless indicated by an * Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 1 of 2. CERTIFICATE OF ANALYSIS Final Report
C.O.C.: --- REPORT No. B19-32867
Report To: Caduceon Environmental Laboratories Cambium Environmental 285 Dalton Ave PO Box 325, 52 Hunter Street East Kingston Ontario K7K 6Z1 Peterborough ON K9H 1G5 Canada Tel: 613-544-2001 Attention: Stephanie Reeder Fax: 613-544-2770 DATE RECEIVED: 11-Oct-19 JOB/PROJECT NO.: Gull Lake WDS DATE REPORTED: 31-Oct-19 P.O. NUMBER: 8650-009 SAMPLE MATRIX: Surface Water WATERWORKS NO.
Client I.D. SW3 SW1 SW QA/QC Sample I.D. B19-32867-1 B19-32867-2 B19-32867-3 Date Collected 09-Oct-19 09-Oct-19 09-Oct-19 Reference Date/Site Parameter Units R.L. Method Analyzed Copper mg/L 0.0001 EPA 200.8 23-Oct-19/O 0.0001 0.0026 0.0025 Iron mg/L 0.005 SM 3120 18-Oct-19/O 0.274 3.78 3.88 Lead mg/L 0.00002 EPA 200.8 23-Oct-19/O 0.00005 0.00077 0.00079 Magnesium mg/L 0.02 SM 3120 18-Oct-19/O 0.94 16.6 16.5 Manganese mg/L 0.001 SM 3120 18-Oct-19/O 0.024 0.128 0.116 Molybdenum mg/L 0.0001 EPA 200.8 23-Oct-19/O < 0.0001 0.0002 0.0002 Nickel mg/L 0.01 SM 3120 18-Oct-19/O < 0.01 < 0.01 < 0.01 Phosphorus mg/L 0.1 SM 3120 18-Oct-19/O < 0.1 1.8 0.3 Phosphorus-Total mg/L 0.01 E3199A.1 17-Oct-19/K < 0.01 0.35 0.39 Potassium mg/L 0.1 SM 3120 18-Oct-19/O 0.6 15.5 14.8 Silver mg/L 0.0001 EPA 200.8 23-Oct-19/O < 0.0001 < 0.0001 < 0.0001 Sodium mg/L 0.2 SM 3120 18-Oct-19/O 1.1 16.8 17.3 Strontium mg/L 0.001 SM 3120 18-Oct-19/O 0.051 0.259 0.267 Tin mg/L 0.05 SM 3120 18-Oct-19/O < 0.05 < 0.05 < 0.05 Titanium mg/L 0.005 SM 3120 18-Oct-19/O < 0.005 0.011 0.011 Vanadium mg/L 0.005 SM 3120 18-Oct-19/O < 0.005 < 0.005 < 0.005 Zinc mg/L 0.005 SM 3120 18-Oct-19/O 0.016 0.033 0.019 Anion Sum meq/L Calc. 31-Oct-19/O 0.558 8.20 6.84 Cation Sum meq/L Calc. 31-Oct-19/O 0.662 9.84 7.90 % Difference % Calc. 31-Oct-19/O 8.53 9.09 7.16 Ion Ratio AS/CS Calc. 31-Oct-19/O 0.843 0.833 0.866 Conductivity (calc.) µmho/cm Calc. 31-Oct-19/O 62 840 702 TDS(ion sum calc.) mg/L 1 Calc. 31-Oct-19/O 30 451 373 Langelier Index(25°C) S.I. Calc. 31-Oct-19/O -1.65 1.21 0.981
R.L. = Reporting Limit Michelle Dubien Test methods may be modified from specified reference method unless indicated by an * Lab Manager Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 2 of 2. 2019 Annual Report, Gull Lake Waste Disposal Site (Closed) The Corporation of the Township of North Frontenac Cambium Ref. No.: 8560-009 March 20, 2020
Appendix D Photographs
Cambium Inc. 2019 Annual Report, Gull Lake Waste Disposal Site The Corporation of the Township of North Frontenac Cambium Ref. No.: 8650-009 March 2020
Photograph 1: Monitor MW3 and Surface water monitoring station SW1, May 2018
Photograph 2: Surface water monitoring station SW1, May 2019
.
Cambium Inc. 2019 Annual Report, Gull Lake Waste Disposal Site The Corporation of the Township of North Frontenac Cambium Ref. No.: 8650-009 March 2020
Photograph 3: Surface water monitoring station SW1, October 2019
Photograph 4: Surface water monitoring station SW3, May 2019
Cambium Inc. 2019 Annual Report, Gull Lake Waste Disposal Site The Corporation of the Township of North Frontenac Cambium Ref. No.: 8650-009 March 2020
Photograph 5: Surface water monitoring station SW3, October 2019
Photograph 6: Downstream surface water monitoring station SW3, October 2019
Cambium Inc.