2018 Annual Report: Lumby Recycling and Disposal Facility · The Lumby Recycling and Disposal Facility (LRDF) is located within Electoral Area D in the Regional District of North

2018 Annual Report: Lumby Recycling and Disposal Facility

Ministry of Environment and Climate Change Strategy Operational Certificate No. PR 15282

SUBMITTED TO: Ministry of Environment and Climate Change Strategy, On-line Portal

PREPARED BY: Dale Danallanko, Recycling and Disposal Facilities Operations Manager Nicole Kohnert, P.Eng., FEC, Manager Regional Engineering Services

Jamie Jaffary, Engineering Technician

Submitted by: Reviewed and endorsed by:

Nicole Kohnert Manager Regional Engineering Services

Mike Fox General Manager, Community Services

DATE: February 2019


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TABLE OF CONTENTS 1 INTRODUCTION ................................................................................................................ 3

2 BACKGROUND .................................................................................................................. 3

3 FACILITY OPERATIONS: 2018 ......................................................................................... 4

3.1 DISPOSAL METHOD AND QUANTITIES .................................................................... 4

3.2 RECYCLING ................................................................................................................ 4

3.3 QUANTITIES AND SITE LIFE...................................................................................... 5

3.4 OPERATION AND MAINTENANCE EXPENDITURES ................................................ 5

4 OPERATIONAL MONITORING/INSPECTIONS ................................................................. 5

5 ENVIRONMENTAL MONITORING ..................................................................................... 6

5.1 2018 ANNUAL ENVIRONMENTAL MONITORING REPORT ...................................... 6

5.2 ENVIRONMENTAL MONITORING REPORT RECOMMENDATIONS ......................... 6

5.3 LANDFILL GAS ........................................................................................................... 6

5.4 EROSION .................................................................................................................... 6

5.5 LITTER, DUST AND VECTOR CONTROL .................................................................. 7

5.6 TOPOGRAPHICAL SURVEY ...................................................................................... 7

5.7 STORMWATER MANAGEMENT ................................................................................. 7

6 FINANCIAL ........................................................................................................................ 7

7 DESIGN, OPERATIONS AND CLOSURE PLAN ............................................................... 8

ATTACHMENTS

ATTACHMENT A - 2018 Environmental Monitoring Report .................................................. 9

ATTACHMENT B - Regional District of North Okanagan Municipal Solid Waste Management Bylaw No. 2659, 2014 10


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1 INTRODUCTION The Lumby Recycling and Disposal Facility (LRDF) is located within Electoral Area D in the Regional District of North Okanagan (RDNO) at 221 Trinity Valley Road, approximately 5.5 km north of the center of the Village of Lumby.

The legal description of the property on which the LRDF is situated is the southeast ¼ of Section 13, Township 2, Osoyoos Division of Yale District. The site, owned by the RDNO, is approximately 4.2 hectares and serves the Village of Lumby and the surrounding Electoral Area (D). The location plan is presented as part of the 2017 Environmental Monitoring Report.

The LRDF was operated by GFL Environmental Inc. under a contract with the RDNO during 2018. The Scale Attendant position at the LRDF was filled by RDNO staff.

The LRDF has a maximum permitted filling rate of 5,000 tonnes per year. The works authorized are a modified sanitary landfill and related appurtenances.

2 BACKGROUND The LRDF was open Thursday to Sunday from 9:00 a.m. to 4:00 p.m. throughout 2018. The LRDF includes a lockable entrance gate, scale house, a single vehicle scale (for both inbound and outbound traffic) and electronic weighing and reporting software (Auto Scale 2000). The facility is bordered by an electric bear fence. Customers using the facility, with the exception of customers dropping off Blue Bag Recyclables only, are required to stop at the scale house and pay the specified disposal fee based on the type and weight of material disposed.

The Regional District of North Okanagan Municipal Solid Waste Management Bylaw No. 2659, 2014, establishes fees and sets standards for the use of recycling and disposal facilities owned and operated by the regional district. The Bylaw was originally adopted in April 2010 and took effect July 5, 2010. The bylaw has been amended on a number of occasions since 2010. A copy of the version of the Bylaw that took effect on January 1, 2016 and was in effect during 2018 is provided as Attachment B.

Prior to 2012, the RDNO solid waste management program operated on a 100 percent user pay system, with no financial contribution from taxation. However, in 2012 the RDNO implemented a region wide tax levy in the amount of $420,000 to provide additional funding for solid waste management.


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3 FACILITY OPERATIONS: 2018 This section describes on-site activities during 2018 including disposal methods and recycling initiatives.

3.1 DISPOSAL METHOD AND QUANTITIES The filling method used at the LRDF is area fill as described in the current Operating and Closure Plan. The facility has a single face for use by both residential self-haulers and commercial haulers. All customers are required to dump their refuse at the single tipping face as directed by the Landfill Operator. The Landfill Operator uses a loader and compactor to push and compact the refuse on a daily basis.

Since mid-January 2012, the RDF Operations Contractor (GFL Environmental Inc.) has used an alternate daily cover system at the LRDF. At the end of each operating day, after the days refuse is compacted, large steel plates are placed over the active face. The steel plates take the place of daily cover. The steel plate system, known as the ‘Revelstoke Iron Grizzly”, has significantly decreased the need for cover soil at the LRDF, has decreased the rate at which airspace is being consumed and has increased operational efficiency.

3.2 RECYCLING The following commodities are segregated at the LRDF and shipped off-site for recycling or reused on-site:

• Batteries: All types of batteries (household and automotive) were accepted and sold to recyclers (not necessarily under the Provincial EPR programs). NOTE: Batteries were no longer accepted as of November 21, 2018.

• Tires: Passenger and truck tires with and without rims were accepted and recycled under the Provincial Tire Recycling Program.

• Yard and Garden Waste: Yard and garden waste was stockpiled in spring and fall) and ground by the RDNO’s grinding contractor on a regular basis. Yard and Garden waste was accepted free of charge in the spring and fall. Ground yard and garden waste was placed in static piles for composting.

• Wood Waste: Dimensional wood waste (clean and dirty) was stockpiled at the site and ground by RDNO’s grinding contractor on a regular basis prior to being used on site for cover, biofiltration and aesthetics on finished slopes.

• Propane Tanks: Various sizes of propane tanks (1lb to 40lb) were received and stockpiled. The tanks were removed by a contractor for recertification or recycling.


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• White Goods and Other Metals: Refrigeration units were decommissioned and refrigerant removed by a qualified contractor under contract before being added to the scrap metal stockpile. Scrap metal was sold to a recycling contractor.

• Blue Bag Materials: Collected in two 40 cubic yard lidded containers located in a two lock block bays; one bin is designated for old corrugated cardboard, the other bin is designated for office paper, newspaper, tin, aluminum and plastic containers. Blue Bag materials are hauled by Waste Connections of Canada as directed by the RDNO for processing

• Glass Jars and Bottles: Glass jars and bottles were collected in a small roll off container situated near the Recyclable Materials Drop Center. This material was added to the crushable material pile, crushed and used onsite for roads and tipping pads.

3.3 QUANTITIES AND SITE LIFE The quantity of Municipal Solid Waste disposed at the LRDF in 2018 was 1969 tonnes. This was a decrease from 2017.

According to 2016 census data the population in Lumby and Rural Lumby (Electoral Area D) is 4505. The per capita disposal rate in 2018 was 0.44 tonnes, down slightly from 2017. The per capita disposal rate in this area has been relatively stable for a number of years. When compared with the 1991 estimated per capita filling rate of 0.61 tonnes per capita per year, it appears waste reduction programs in the Greater Lumby area are effective.

The most recent estimate of the remaining capacity (airspace) at the LRDF contained in the 2017 Design, Operations and Closure Plan (DOCP) prepared by XCG Consultants Ltd. was 257,621 m3 (excluding final cover) as of May 2017. Based on the anticipated population increase, the per capita filling estimates, and the airspace consumption data the site is projected to reach design capacity in 2071.

3.4 OPERATION AND MAINTENANCE EXPENDITURES Total operation and maintenance expenditures at the LRDF during 2018 were $256,305.63.

4 OPERATIONAL MONITORING/INSPECTIONS RDNO staff closely monitored all aspects of LRDF operations during 2018 to ensure that operations were carried out in compliance with all Ministry of Environment and Climate Change Strategy and RDNO requirements. Any operational issues noted were addressed as necessary.

The LRDF received a substantial quantity of flood debris (refuse and wood waste) in the spring and summer of 2016. The flood debris refuse was landfilled. A substantial quantity of flood debris wood waste that had been stockpiled at the LRDF was processed in 2018.


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5 ENVIRONMENTAL MONITORING

5.1 2018 ANNUAL ENVIRONMENTAL MONITORING REPORT The Lumby Recycling and Disposal Facility, 2018 Environmental Monitoring Report, February 2019, prepared by Regional District of North Okanagan staff, is provided as Attachment A. The monitoring program is described and monitoring results are provided including the status of sampling points and recommendations for monitoring program improvements, where necessary.

5.2 ENVIRONMENTAL MONITORING REPORT RECOMMENDATIONS

a) Continue with currently established sampling program, and assess trends of exceedances.

b) As recommended by XCG, and now that property has been purchased in this area, install

another groundwater sampling well south of the filling area between MW02-3 and domestic well DMW-4 and a piezometer on the east side within the landfill boundary to include in the monitoring program and to confirm groundwater flow direction.

c) Evaluate potential trends in Cadmium, Calcium, Chloride, Chromium, Conductivity, Iron,

Manganese, pH, Selenium, Sulphate, Toluene, Total Organic Carbon, and Uranium in 2018 in on-site wells to determine whether or not a landfill leachate plume may be developing down-gradient of the landfill footprint, and whether or not the down-gradient domestic well users may be impacted at some point in the future. The installation of a sentry well in the newly purchased property will provide useful information in this regard.

d) Finalize an Environmental Monitoring Plan in 2019 for the LRDF that can be updated

separately from the OC and DOCP on an annual basis.

5.3 LANDFILL GAS Landfill gases were not monitored in 2018 nor were any odour complaints received. The filling area has not yet reached a capacity of 100,000 tonnes and the OC or the Landfill Gas Regulation does not require landfill gas monitoring.

5.4 EROSION

No erosion was detected on-site in 2018.


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5.5 LITTER, DUST AND VECTOR CONTROL Dust was not a significant issue at the LRDF in 2018, nor were bears or other vectors.

Litter was picked by the LRDF operator when necessary especially after wind events. The operator is required to collect litter on a regular basis.

5.6 TOPOGRAPHICAL SURVEY Over the past few years, a number of different aerial and ground surveys of the LRDF have been undertaken. In the spring of 2018, Aero Geometrics completed an aerial survey of the LRDF. Aero Geometrics also completed an aerial survey of the LRDF in spring of 2017. Based on these two surveys, the airspace consumed between May 21, 2017 and May 12, 2018 was 2,356m3. The actual airspace consumed by the landfilling of Municipal Solid Waste may vary somewhat from this number as the aerial survey also calculates the volume of other commodities present at the facility at the time the aerial survey is completed. The RDNO plans to undertake another aerial survey of the LRDF in the spring/summer of 2019.

5.7 STORMWATER MANAGEMENT Refer to the Stormwater Management section of the updated 2017 Design, Operations and Closure Plan submitted as attachment C to the 2017 Annual Report for approval.

6 FINANCIAL Approximately $3,592 was spent on environmental monitoring at the Lumby Recycling and Disposal Facility in 2018.

A Statutory Closure Reserve was established in 2010 for closure and post closure costs at all RDNO Recycling and Disposal Facilities. The balance in the Statutory Closure Reserve at the end of 2018 was approximately $7,036,000. The annual contribution to the Statutory Closure Reserve for 2018 will be $17/tonne of material disposed at all RDNO Recycling and Disposal Facilities in 2018. It is estimated that this amount will be approximately $711,000 which will bring the reserve balance to approximately $7,747,000.

It is estimated that the annual contribution to the Statutory Closure Reserve for 2019 will be close to $768,000 based on current and projected disposed tonnages.


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7 DESIGN, OPERATIONS AND CLOSURE PLAN

The Design, Operations and Closure Plan was updated by XCG Consultants in 2017 and was submitted as attachment C to the 2017 Annual Report for approval. The new BC Landfill Criteria was used to update the Plan.


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ATTACHMENT A - 2018 Environmental Monitoring Report

Attachment A Lumby Recycling and Disposal Facility 2018 Environmental Monitoring Report

Ministry of Environment and Climate Change Strategy Operational Certificate No. 15282

Date: February 2019

TABLE OF CONTENTS

1 INTRODUCTION ................................................................................................................ 1

1.1 SITE LOCATION ......................................................................................................... 1

1.2 BACKGROUND ........................................................................................................... 1

1.3 OBJECTIVES AND SCOPE ......................................................................................... 4

1.4 CLIMATE ..................................................................................................................... 4

1.5 GEOLOGIC AND HYDROGEOLOGIC SETTING ........................................................ 5

1.6 REGULATORY FRAMEWORK .................................................................................... 5

2 FIELD INVESTIGATION METHODS .................................................................................. 6

2.1 MONITORING NETWORK .......................................................................................... 6

2.2 MONITORING DATES ................................................................................................. 7

2.3 SAMPLING METHODS ............................................................................................... 7

2.4 SAMPLING PARAMETERS ......................................................................................... 8

2.5 FIELD OBSERVATIONS.............................................................................................. 8

3 MONITORING RESULTS ................................................................................................... 9

3.1 VEGETATION .............................................................................................................. 9

3.2 MONITORING WELL STATUS .................................................................................... 9

3.3 WATER LEVELS ......................................................................................................... 9

3.4 QUALITY ASSURANCE/QUALITY CONTROL ...........................................................11

3.5 EXCEEDANCE SUMMARY ........................................................................................11

3.6 TREND ANALYSIS .....................................................................................................13

4 CONCLUSIONS AND RECOMMENDATIONS ..................................................................25

4.1 CONCLUSIONS .........................................................................................................25

4.2 RECOMMENDATIONS ...............................................................................................26

REFERENCES .........................................................................................................................28

APPENDIX A – 2018 Well Details ...........................................................................................30

APPENDIX B – Water Chemistry Database from 2016 to 2018.............................................31

APPENDIX C - Analytical Laboratory Reports ......................................................................32


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LIST OF TABLES

Table 1-1 Vernon North Climate Station ..................................................................................... 4

Table 3-1 Water Level Measurements and Groundwater Elevations in 2018 ............................10

Table 3-2 Water Quality Guideline Exceedances from 2016 to 2018 .........................................12

LIST OF FIGURES

Figure 1-1 Site Location Plan for the Lumby Recycling and Disposal Facility .............................. 3

Figure 3-1 Groundwater Elevations from 2013 to 2018 ............................................................. 10

Figure 3-2 Time Series Plot for Cadmium ................................................................................. 14

Figure 3-3 Time Series Plot for Calcium .................................................................................... 15

Figure 3-4 Time Series Plot for Chloride ................................................................................... 16

Figure 3-5 Time Series Plot for Chromium ................................................................................ 17

Figure 3-6 Time Series Plot for Conductivity ............................................................................. 18

Figure 3-7 Time Series Plot for Manganese ............................................................................. 19

Figure 3-8 Time Series Plot for Selenium .................................................................................. 20

Figure 3-9 Time Series Plot for Sulphate .................................................................................. 21

Figure 3-10 Time Series Plot for Toluene .................................................................................. 22

Figure 3-11 Time Series Plot for Total Organic Carbon ............................................................. 23

Figure 3-12 Time Series Plot for Uranium ................................................................................. 24


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1 INTRODUCTION

The Regional District of North Okanagan (RDNO) conducted the Environmental Monitoring Program (the “Program”) at the Lumby Recycling and Disposal Facility (LRDF) since 2012. This report summarizes the results of the 2018 Program. Summit Environmental Consultants Inc. (Summit) previously reported on the Program from 2008 to 2012 (Summit 2009, 2010, 2011, 2012, 2013). From 2012 to 2017, water quality samples were collected by RDNO staff and analyzed by AGAT Laboratories (AGAT). In 2018, water quality samples were analyzed by ALS Laboratories (ALS).

1.1 SITE LOCATION The LRDF is located approximately 5.5 km north of Lumby, B.C. at 221 Trinity Valley Road (Figure 1-1). It is situated on a ridge between Vance Creek (100 m to the west) and Bessette Creek (1.7 km to the southeast). The UTM coordinates for the centre of the landfill are 361106 E and 5573490 N.

The footprint of the landfilled area is approximately 3.7 ha. The land surface elevation ranges from 620 to 640 m above sea level, sloping down to the southwest.

Residential properties with groundwater sourced drinking water surround the site as follows:

• 100 m to north: Gammel residence Well Tag # 58157, sourced by DMW-1 and DMW-1A • 200 m to east: Berlin trailer Well Tag # 62379, sourced by DMW-2 • 200 m to southeast: Harned residences Well Tag #s 79601 and 84219, sourced by DMW-

3 • 200 m to south: McLeod residences Well Tag #s 26658 and 45505, sourced by DMW-4.

The next closest down-gradient residences (Figure 1-1) are over 500 m away.

The Chaput gravel pit (owned by RDNO and leased to Len Foisy), in which monitoring wells have been drilled to delineate the thickness and type of soils in the gravel deposit (Golder 2004), are southeast of the LRDF.

1.2 BACKGROUND The LRDF, which is owned by the RDNO, has been in operation since 1972 and is currently operated under Operational Certificate (OC) PR 15282 (MoE 1998a) issued January 21, 1998 by the BC Ministry of Environment, Lands and Parks (now Ministry of Environment and Climate Change Strategy or ENV). The Design, Operations and Closure Plan (DOCP) was updated by XCG Consultants in 2017 and was submitted for approval with the 2017 Annual Report. Golder Associates (Golder) drilled three monitoring wells in 2002, which initiated groundwater monitoring at the site (Golder 2002). In 2004, Golder completed a hydrogeological and economic assessment of the RDNO gravel pit to the southeast of the LRDF and installed a number of wells that have been used in the LRDF Program (Golder 2004).


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In 2015, XCG Consultants Ltd. (XCG) completed a hydrogeological performance review for the LRDF (submitted to MOE with prior Annual Reports). The purpose of the review was to assess the site performance with respect to impacts to groundwater and surface water and also to assess regulatory compliance. This report provided an understanding of the natural attenuation of the LRDF, identified gaps in the hydrogeological database and provided recommendations (XCG, 2015). Subsequent to this report, property to the south was purchased to increase buffer land around the site from the southern neighbor through a land swap process. This will assist with natural attenuation of any future off-footprint leachate migration.

Currently, environmental monitoring is conducted at the site twice annually and consists of groundwater sampling and analysis from five monitoring wells and two domestic wells.

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MW16-01MW16-02

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DMW-1DMW-2 (Berlin Trailer Well)

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This map was compiled by RDNO, using data believedto be accurate; however, a margin of error is inherent in all maps. This product is distributed without warranties of any kind, eitherexpress or implied, including but not limited to warranties of sustainability or particular purpose or use.

Plot Date: Feb 21, 2019 1:10,000Scale: 0 250 500125Meters

Lumby RDFArea DArea C

ColdstreamLumby

Calculated Groundwater Flow Direction

Legend!? Domestic Monitoring Well - In Program

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#* Surface Water - Not in ProgramRoadsRDNO PropertiesLandfill AreaContours - 20mCreek

Figure 1-1Site Location Plan for the Lumby Recycling and Disposal Facility


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1.3 OBJECTIVES AND SCOPE The objective of conducting the Program for the LRDF is to provide consistent and accurate long-term monitoring of potential environmental impacts from landfill operations at the site. These monitoring and reporting activities were planned in accordance with OC PR 15282 (MoE 1998a). In meeting these objectives, the RDNO’s scope of work included the following activities:

• Water sampling performed by RDNO’s Environmental Technician, as scheduled for the year

• Tabulating the 2018 water quality data (prepared with the assistance of Wireless WaterTM data management services)

• Summarizing water quality guideline exceedances from the 2018 results • Analyzing temporal and spatial data trends • Preparing an annual Environmental Monitoring Report.

1.4 CLIMATE Climate data is available for Vernon (Climate STN ID 1128583) and this data is used as an approximation to the site as the station is located in the same geographic area (approximately 20 km to the northwest) with an elevation of 512 m. The average annual temperature and total precipitation is 8.8°C and 487 mm/year respectively (Environment Canada 2018). Mean monthly temperatures range from -2.8°C in January to 21.0°C in July. The mean monthly total precipitation rates range from 25.2 mm in February to 57.5 mm in November. Values are based on data from 1981 to 2010, and are shown in Table 1-1.

Table 1-1

Vernon North Climate Station Jan Feb Mar Apr Mar June July Aug Sept Oct Nov Dec Yearly

Temperature

Daily Average (°C) -2.8 -0.2 4.2 9.4 13.9 17.4 21.0 20.5 15.3 7.9 1.8 -2.2 8.8

Precipitation

Rainfall (mm) 11.6 11.7 17.0 27.2 46.3 49.6 35.4 31.9 32.7 40.7 31.1 9.7 344.9

Snowfall (cm) 40.5 13.5 11.7 1.8 0.0 0.0 0.0 0.0 0.0 0.9 26.5 47.3 142.1

Total precipitation (mm)

52.2 25.2 28.7 29.0 46.3 49.6 35.4 31.9 32.7 41.5 57.5 57.0 487.0

Source: National Climate Data and Information Archive (Environment Canada 2018).


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1.5 GEOLOGIC AND HYDROGEOLOGIC SETTING The LRDF is located on a ridge on the east side of Trinity Valley/Vance Creek and on the north side of White Valley/Bessette Creek Valley. Trinity Valley is a glacially carved u-shaped hanging valley that runs north-south and is over 100 m higher than White Valley/Bessette Creek. Vance Creek is steeply v-cut into the Trinity Valley floor bottom, and the creek floor is therefore likely bedrock-controlled.

Golder conducted a monitoring well drilling program in 2002. Based on the well logs, the LRDF is underlain by up to 45 m of sand and gravel, which overlies till and then bedrock. The water table is between 22 to 25 m below ground surface and flows to the southeast.

1.6 REGULATORY FRAMEWORK As per the requirements of the OC PR 15282 (MoE 1998a):

“landfills must be operated in a manner such that ground or surface water quality does not decrease beyond that allowed by the Approved and Working Criteria for Water Quality dated 1996 (updated August 2006) prepared by the Water Quality Branch of the Ministry of Environment, Lands and Parks at or beyond the landfill property boundary…if excursions result to the specified water quality criteria, the Regional Waste Manager may require that leachate management control measures or works be undertaken.”

The water quality data has been compared to the following BC drinking water and aquatic life guidelines, due to the proximity of both domestic wells and surface waters to the LRDF:

• British Columbia Approved Water Quality Guidelines for freshwater aquatic life (BCAWQG AL)

• British Columbia Working Water Quality Guidelines for freshwater aquatic life (BCWWQG AL)

• British Columbia Source Drinking Water Quality Guidelines Maximum Acceptable Concentrations (BC SDWQG MAC)

• British Columbia Source Drinking Water Quality Guidelines Aesthetic Objectives (BC SDWQG AO)


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2 FIELD INVESTIGATION METHODS

2.1 MONITORING NETWORK The 2018 Program consisted of sampling seven locations as noted on Figure 1-1: one off-site monitoring well (CMW04-3), two domestic wells (DMW-1A and DMW-4), and four on-site monitoring wells (MW02-1, MW02-3, MW16-01, and MW16-02). The on-site monitoring wells that were installed in 2002 were given different well names in the original Request for Proposal (MW04-1, MW04-2, and MW04-3) however, these names are inconsistent with traditional naming convention and have subsequently been referred to as MW02-1, MW02-2, and MW02-3. For the purposes of this report, they will be referred to as MW02-1, MW02-2, and MW02-3. Groundwater samples were collected by RDNO’s Engineering Technician.

Of the on-site wells, MW02-1 is considered cross-gradient and MW02-3 is considered down-gradient. DMW-1A is considered a background well. It is located up-gradient from the landfill and is off-site. The off-site well (CMW04-3) is located down-gradient, in the RDNO leased gravel pit. The domestic well (DMW-4) is also located down-gradient of the LRDF.

Historic sampling has included monitoring wells, domestic wells, and surface water samples. Monitoring began in 2003, and included sampling of MW02-1, MW02-2, and MW02-3, along with three domestic wells (DMW-1, DMW-2, and DMW-3) and two surface water locations (SW-1 and SW-2). After 2004, sampling of two of the domestic wells (DMW-1 and DMW-3) and both surface water locations was discontinued and subsequent sampling consisted of MW02-1, MW02-2, MW02-3, and DMW-2.

In 2010, sampling of DMW-2 was discontinued because it was not providing valuable information as it is cross-gradient to the LRDF and is installed in a different aquifer (bedrock vs. sand and gravel). Monitoring wells CMW04-2 and CMW04-3 were added to the program and sampled in 2010. In 2011, sampling of CMW04-2 was discontinued due to the seasonally low groundwater levels, and CMW04-1 was added to expand the monitoring network in the southeast area. In 2012, DMW-4 was added to the program as it is the nearest down-gradient well (domestic) not located on the footprint of the landfill.

In 2014, new GPS coordinates were taken for DMW-4 at the actual well location for accurate mapping purposes. The previous GPS coordinates were taken at the irrigation tap where the sample was taken, not at the well location.

In 2015, DMW-1A was added to the Program as a background well. Before 2015, MW02-2 was considered an up-gradient monitoring well. However, the XCG study completed in 2015 showed this well was probably located on the edge of an old waste filled area (XCG, 2015). DMW-1A was added to the Program in 2015 to assess if it would be able to replace MW02-2 as a background well. It is located up-gradient from the landfill on private property and is 26.2 meters deep (Gammel, R, pers. comm. 2015). DMW-1 is located on the same property but is too deep to act as a background well at 91.44 meters deep (Gammel, R, pers. comm. 2015) and is installed in the bedrock aquifer rather than the sand and gravel aquifer. It had been sampled once in the past.

CMW04-1 was removed from the Program in 2015 as it was determined that it was too far down-gradient to provide any relevant information to the Program.


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In 2016, MW02-2 was removed from the Program, as it was replaced by DMW-1A as a background well. However, depth to water measurements are still being taken at this well. Two monitoring wells, MW16-01 and MW16-02, were drilled and added to the Program in June 2016 to confirm the groundwater flow direction is to the south - southeast.

A list of wells that are currently being used for the Program and wells that have been removed from the Program over time is provided in Appendix A. Wells that are not to be sampled have a strikethrough.

2.2 MONITORING DATES In 2018, samples were collected in June and October. Documented sampling has historically occurred twice per year (generally spring and fall) at the LRDF since 2003.

2.3 SAMPLING METHODS In 2018, sampling was completed by Ms. Jamie Jaffary, RDNO Engineering Technician. The same sampling protocols have been completed by the RDNO technicians since 2012. The sampling protocols followed provincial standards (MoE 2013) and meet the intent of the OC.

Static groundwater levels were taken at all monitoring wells using a water-level meter. RDNO sampling techniques utilize low flow methods, which include: a peristaltic or bladder pump, a bailer, waterra with a foot valve, or running tap water from a domestic well. The low flow method is used, where possible, to minimize disturbance and sample turbidity. Dedicated or one-time usage low density polyethylene (LDPE) tubing was used during sampling.

The 2018 sampling procedure used to sample groundwater from monitoring wells involved purging the well, while monitoring and recording field parameters (groundwater level, Electrical Conductivity (EC), Dissolved Oxygen, pH, and Temperature), until consistent water chemistry was obtained, at least three well volumes had been purged, or the well went dry. Depth to water measurements were recorded during the purging process to ensure water was being drawn from the aquifer rather than the water column. The procedure for sampling groundwater from domestic wells involved running the tap until consistent (stabilized) field measured chemistry was observed.

Once the equilibrium of the field parameters stabilized or at least three well volumes had been purged from the well, groundwater samples were collected. Samples were collected in laboratory-supplied sampling bottles, and preserved as required. Samples were stored in ice-filled coolers to maintain the temperature below an average of 10°C, and submitted to ALS Laboratories in Burnaby, B.C for analysis within the required holding times. Samples collected for dissolved metals analysis were field-filtered using single-use Henke Sass Wolf Syringes and 0.45 micrometre (µm) Sartorius filters at the time of sampling.

Quality assurance and quality control (QA/QC) field measures implemented during the sampling event include: using site-specific field forms, wearing nitrile gloves, and using either sampling supplies that are dedicated to the well or cleaning the equipment between wells with Liquinox and rinsing with de-ionized water thereafter. Properly completed chain-of-custody forms accompanied each sample sent to the lab. In addition to field QA/QC, an internal laboratory QA/QC program


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was followed which included analysis of reference samples, blanks, matrix spikes and laboratory duplicates. ALS Laboratories performed analysis for the groundwater samples submitted for testing and they have achieved certification by the Canadian Association for Laboratory Accreditation Inc. (CALA) for the analyses conducted.

2.4 SAMPLING PARAMETERS The 2018 analytical program included the following parameters:

• Field parameters (pH, Conductivity (EC), Temperature, Dissolved Oxygen) • Routine laboratory parameters (pH, Conductivity (EC), Hardness) • Dissolved anions and cations (Alkalinity, Chloride, Sulfate) • True Colour • Nutrients (Nitrate, Nitrite, Ammonia, Total Kjeldahl Nitrogen (TKN), Total Phosphorus) • Dissolved metals • Biologic Oxygen Demand (BOD) • Total Organic Carbon (TOC) • Chemical Oxygen Demand (COD) • Benzene, Ethylbenzene, Toluene, Xylene (BTEX), and Methyl Tert-Butyl Ether (MTBE).

This list is consistent with the parameters specified in the 1999 Operations and Closure Plan (Dayton and Knight 1999), and hence the Operational Certificate.

This is the same suite of parameters analyzed during previous monitoring programs.

2.5 FIELD OBSERVATIONS During field visits, vegetation around the LRDF was observed for signs of stress and/or mortality. Examples of such signs include discolouration and plant mortality. The area is also observed for signs of liquid flowing from or along the surface which could indicate leachate breakout.


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3 MONITORING RESULTS

3.1 VEGETATION No indications of stressed vegetation or erosion on the landfill footprint were observed during the 2018 site visit.

3.2 MONITORING WELL STATUS All of the monitoring wells were accessible in 2018 and are considered adequate to meet the objectives of the program. All wells had good recharge and sufficient volumes of water to sample. For select wells, odours and/or turbid water were reported. The following points highlight observations in 2018:

• MW02-1 was very silty during purging in June and moderately silty during purging in October, but both cleared to slightly silty by sample time.

• In the June and October sampling events, MW16-01 was very silty during initial purging, but by sample time was clear. There was no odour during purging or sampling in June and October.

• In June, MW16-02 was very silty during purging but was clear by sample time, with no odour. In October, MW16-02 was very silty during initial purging but cleared somewhat to be slightly silty by sample time with a slight sulphur odour.

3.3 WATER LEVELS A survey of the top of casing elevations of the monitoring wells was conducted in 2012 by Russell Shortt Land Surveyors. The 2012 survey results are accurate to within ± 2 cm. Prior to 2012, elevations had been estimated using a digital elevation model, and were only accurate to within + 10 m (Summit 2012). Monitoring wells installed in 2016 were surveyed for the top of casing elevations by a RDNO surveyor. Groundwater elevations were calculated by subtracting the field measured depth to water from this elevation. Table 3-1 presents the top of casing elevation, the measured depth to water, and the calculated groundwater elevation for monitoring wells sampled in 2018. Figure 3-1 shows the change in groundwater elevation from 2013 to 2018. Note that historic groundwater elevations have been re-calculated using the 2012 survey data.

Groundwater levels appear to be stable over time. The highest elevations are observed in MW16-02, followed by MW16-01, MW02-2, MW02-1 and MW02-3. Lower elevations are found in CMW04-3. Based on these calculated groundwater elevations, the groundwater flow direction between the existing monitoring wells is towards the south-southeast.


10

Table 3-1

Water Level Measurements and Groundwater Elevations in 2018

Monitoring Well Elevation of

Top of Casing (masl)

Depth to Water (m)

Groundwater Elevation (masl)

Spring Fall Spring Fall

CMW04-3 550.185 38.926 38.405 511.259 511.78 MW02-1 620.824 24.821 24.747 596.003 596.077 MW02-2 643.817 39.612 39.624 604.205 604.193 MW02-3 633.496 44.068 44.150 589.428 589.346 MW16-01 627.109 21.642 21.672 605.467 605.437 MW16-02 638.295 20.736 21.020 617.559 617.275

masl = meters above sea level Elevation of top of casing surveyed in 2012 by Russell Shortt Land Surveyors and in 2016 by a RDNO surveyor.

Figure 3-1

Groundwater Elevations from 2013 to 2018

Source: Wireless WaterTM


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3.4 QUALITY ASSURANCE/QUALITY CONTROL To assess the quality of the sampling and analytical results, field duplicates were analyzed for the Program at a rate of approximately 10% of the total number of samples collected. A duplicate sample is where a field sample of water is collected, and split into two equal samples. One of these samples is the duplicate sample and is submitted to the analytical laboratory under a separate label, so the laboratory has no knowledge of the site the sample came from. The collection and analysis of the duplicate samples provides information on the combined (field and analytical) precision of the sampling and analytical program. The individual analytical results of each of the samples of the duplicate pair were compared and the relative percent difference (RPD) was calculated for each analyte pair. RPDs were calculated using the following formula,

Where a and b are duplicate pair values in identical units.

An RPD of 25% or less is generally considered acceptable while an RPD of greater than the 25% limit may indicate a problem in either sampling or analysis (MoE 1998b). This limit may vary somewhat depending on the analysis involved and the concentration of the analyte. The RPD also tends to increase as the result approaches the detection limit. Therefore, use of this threshold is restricted to values that are over five times their detection limit.

Caro Analytical Laboratories completed analysis on samples from 2008 to 2011. AGAT Laboratories completed analysis on samples from 2012 to 2017. ALS Laboratories completed analysis on samples in 2018.

A duplicate sample collected from the Lumby Recycling and Disposal Facility (LRDF) was used to assess the quality of the sampling and analytical results. For the LRDF, one sample was submitted for duplicate analysis from DMW-4 in June. None of the calculated RPDs had values greater than the 25% threshold that were also greater than five times the value’s detection limit.

3.5 EXCEEDANCE SUMMARY The water quality results from 2016 to 2018 were compared with the guidelines and are presented in Appendix B. All historical data is available if needed. The original laboratory reports are included in Appendix C.

Table 3-2 summarizes exceedances of the water quality guidelines from 2016 to 2018. An explanation of each 2018 analyte exceedance is noted after Table 3-2. For guideline values, result values and trend plots please see Section 3.6 Trend Analysis.

Table 3-2 Water Quality Guideline Exceedances from 2016 to 2018

Page 1 of 1

Sampling Location Guideline 2018 Exceedances 2017 Exceedances 2016 Exceedances

BCAWQG AL Dissolved Oxygen [F], Selenium (Diss) Dissolved Oxygen [F], Selenium (Diss), Toluene

Dissolved Oxygen [F], Selenium (Diss), Toluene

BCWWQG AL Uranium (Diss) Uranium (Diss) Uranium (Diss)

BC SDWQG MAC Selenium (Diss) Selenium (Diss)

BCAWQG DW Selenium (Diss)

BCAWQG AL Dissolved Oxygen [F]

BCWWQG AL Chromium (Diss)

BCAWQG AL Dissolved Oxygen [F], Selenium (Diss) Dissolved Oxygen [F], Selenium (Diss) Dissolved Oxygen [F], Selenium (Diss), Toluene


BC SDWQG MAC Selenium (Diss) Selenium (Diss), Total Organic Carbon

BCAWQG DW Selenium (Diss)

BCAWQG AL Dissolved Oxygen [F] Dissolved Oxygen [F] Dissolved Oxygen [F], Toluene


BC SDWQG MAC Total Organic Carbon Total Organic Carbon

BC SDWQG AO Manganese (Diss) Manganese (Diss)

BCAWQG DW Total Organic Carbon

DMW-1A BCAWQG AL Selenium (Diss) Dissolved Oxygen [F], Selenium (Diss)

BCAWQG AL Dissolved Oxygen [F], Selenium (Diss) Dissolved Oxygen [F] Dissolved Oxygen [F], Toluene


BC SDWQG MAC Total Organic Carbon

BC SDWQG AO Manganese (Diss) Manganese (Diss)

BCAWQG DW Chloride, pH [F]

BCAWQG AL Dissolved Oxygen [F], Iron (Diss), Selenium (Diss) Dissolved Oxygen [F], Selenium (Diss) Dissolved Oxygen [F], Selenium (Diss)

BC SDWQG AO Iron (Diss)

BCAWQG DW Selenium (Diss)[F] = Field Result(s)


Exceedances are taken to be laboratory reported exceedances except where [F] = field-measured parameter

MW16-01

MW16-02

CMW04-3

DMW-4

MW02-1 (MW04-1)

MW02-3 (MW04-3)


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Dissolved Oxygen. Field measurements of Dissolved Oxygen exceeded the BCAWQG AL in CMW04-3, MW02-1, MW02-3, MW16-01, and MW16-02 in 2018. This parameter is a field measured parameter and is highly variable. The exceeded guideline is designed for surface water and due to no apparent aquatic habitat being influenced by the landfill, these exceedances are not a concern.

Iron (Dissolved). Iron concentrations in MW16-02 exceeded the BCAWQG AL and the BC SDWAG AO in the fall of 2018. This is the first time Iron has exceeded a guideline at this well, and the first time any well has exceeded a guideline for Iron since 2010. As the exceeded guidelines are designed for surface water aquatic life and aesthetic considerations, these exceedances are not a concern but will continue to be monitored.

Manganese (Dissolved). In 2018, Manganese exceeded the BC SDWQG AO in MW02-3 and MW16-01. As this guideline is for aesthetic purposes, these exceedances are not a concern at this time.

Selenium (Dissolved). Selenium concentrations exceeded guidelines in CMW04-3, MW02-1, MW16-01, and MW16-02 in 2018. All exceeding wells exceeded the BCAWQG AL. CMW04-3 and MW02-1 also exceeded the BC SDWQG MAC. As most of the monitoring wells, including DMW-1A (background) and MW02-1 (cross-gradient), have exceeded guidelines for this parameter, it indicates Selenium may be naturally occurring in the soils in the area.

Total Organic Carbon. MW02-3 exceeded the BC SDWQG MAC for Total Organic Carbon in 2018. As the groundwater from these wells is not intended for drinking water, these exceedances are not a concern at this time. Total Organic Carbon will be monitored closely in the future as it can be an indicator of change in other parameters.

Uranium (Dissolved). Uranium concentrations exceeded the BCWWQG AL guideline in 2018 in CMW04-3, MW02-1, MW02-3, and MW16-01. The exceeded working guideline is for aquatic life which does not present a hazard for the domestic water user. Due to no surface water being influenced by the landfill, this exceedance is not a concern at this time. Uranium might be naturally occurring at this site, as the sampling results from the cross-gradient wells have shown this parameter.

3.6 TREND ANALYSIS The potential for landfill leachate to affect groundwater is typically assessed by comparing the concentrations of landfill leachate indicators relative to background groundwater concentrations. Typical leachate indicators may include but are not limited to: Ammonia, Chloride, Alkalinity, Sulphate, Manganese, Iron, Calcium, Magnesium and heavy metals including Cadmium, Chromium, Copper, Nickel and Zinc (Christensen et al. 2001).

Graphs of selected leachate-associated parameters and parameters exceeding guidelines were plotted to illustrate temporal and spatial trends (Figures 3-2 to 3-12). On these plots, results that were below detection are circled and plotted as half the detection limit. The order of plots is not significant.


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Figure 3-2


The BCWWQG AL for Cadmium cannot be depicted on the figure as it is individually calculated for each well based on the water hardness (CaCO3). None of the wells exceeded this guideline, or any of the applicable guidelines for Cadmium in 2018.

Cadmium concentrations have historically been elevated in MW02-3 with respect to other wells, and have showed a moderate increasing trend since 2009. Within MW02-1 (cross-gradient well), concentrations of Cadmium showed a sharp increase in the spring of 2015 but then a sharp decrease in the fall. Since 2010, Cadmium concentrations in MW02-1 have been increasing slightly. MW16-01 showed high Cadmium concentrations during the first two sampling events in 2016, however, concentrations decreased significantly in 2017 and have remained at this lower concentration in 2018.


15

Figure 3-3


The working guideline for Calcium varies dependent upon the following, and therefore cannot be depicted on the figure:

• Up to 4, highly sensitive to acid inputs • 4 to 8, moderately sensitive to acid inputs • Over 8, low sensitivity to acid inputs.

Calcium concentrations in all wells did not exceed any guidelines in 2018. CMW04-3 and MW02-3 appear to have decreasing concentrations since 2014. More years of data are needed to determine whether these are decreasing trends. Calcium concentrations in MW02-1 have shown an increasing trend historically. MW16-01 had high concentrations of Calcium during both initial sampling events in 2016, but decreased in 2017 and remained at this lower concentration in 2018. Due to the proximity of these wells to Trinity Valley Road, this indicates there might be impact from road salt used on Trinity Valley Road.


16

Figure 3-4


Chloride concentrations within MW16-01 were very high compared to all other wells and exceeded the BC SDWQG AO Guidelines in 2016. However, Chloride concentrations decreased below guidelines in MW16-01 in 2017, and decreased again in 2018. MW02-3 decreased slightly in Chloride concentration in 2018, and has otherwise remained fairly stable around 50 mg/L for the past few years. MW02-1 has been increasing consistently since 2004. Chloride concentrations in CMW04-3 had also been increasing, reaching historically elevated concentrations in 2014. However, since 2014, Chloride concentrations in CMW04-3 have been continuously decreasing. This parameter will be closely monitored to determine if these increases and decreases are trends. Note that MW02-1 and MW16-01 may be influenced by the use of road salt on Trinity Valley Road.


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Figure 3-5


Chromium concentrations did not exceed any guidelines in any wells in 2018. DMW-4 exceeded the BCWWQG AL during the fall sampling event in 2017. This well had not previously exceeded any guidelines for Chromium. As this guideline is designed for surface water and aquatic life, it is not a concern for the domestic well user. Further monitoring is required to determine whether this exceedance was an anomaly. MW02-3 has shown historically elevated Chromium concentrations with respect to the other sample locations, however, it has shown a decreasing trend since 2009 and has remained below the guideline limit since 2014. Decreasing trends are noted in MW02-1, MW02-3 and CMW04-3 since 2009.


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Figure 3-6


There are no applicable guidelines for Conductivity, however this plot is provided as Conductivity can indicate emerging issues. In 2016, MW16-01 showed very high Conductivity values in comparison to the other sample locations, but showed a significant decrease in 2017 and again in 2018. MW02-3 had shown an increase over time from 2004 to 2012 but since 2012, Conductivity concentrations have shown a decreasing trend. CMW04-3 had also shown an increase in Conductivity since sampling began in 2010, but has been decreasing since 2014. Concentrations in MW02-1 were historically lower than MW02-3 but have shown a moderate increasing trend since 2003 and are now similar to the Conductivity level of MW02-3. Results have shown decreasing Conductivity concentrations in MW02-1 for the past two years, however, further sampling is needed to determine if a decreasing trend has begun. Concentrations were generally low in DMW-4, DMW-1A, and MW16-02. The lowest concentrations in 2018 were observed in DMW-4.


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Figure 3-7


The BCWWQG AL for Manganese cannot be depicted on the figure as it is individually calculated for each well based on the water hardness (CaCO3). In 2018, none of the wells exceeded this guideline.

MW02-3 and MW16-01 exceeded the BC SDWQ AO for Manganese in 2018. Both wells installed in 2016 had higher concentrations during the first sampling event but have shown decreasing concentrations since then. As these wells were sampled for the first time in 2016, more years of data are needed to determine a trend. Manganese in MW02-3 is showing an increasing trend over time since 2003. MW02-1 is showing a decreasing trend since 2003, and has remained below guidelines since 2014. DMW-4 is also showing a decreasing trend for Manganese since sampling began in 2012 at this well. DMW-1A has remained below guidelines since sampling began in 2015.


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Figure 3-8


DMW-4 (down-gradient) and MW02-3 (down-gradient) show no increasing Selenium trends. An increasing trend has been observed in CMW04-3, since 2010. MW02-1 has shown varied results for Selenium since 2013. A sharp increase was noted in 2015, followed by a sharp decrease in 2017. In 2018, Selenium concentrations in MW02-1increased again. Further monitoring is required to determine if the increasing trend continues. Selenium concentrations in DMW-1A appeared to be increasing slightly in 2016 and 2017, but showed an almost undetectable concentration in 2018. There are only four years of data for this well, therefore more years of data are needed to determine a trend. MW16-01 exceeded the BCAWQG AL for Selenium for the first time in the fall sampling event of 2018, and appears to be on a slow increasing trend at this time. Conversely, MW16-02 has shown decreasing concentrations in the past two years. More years of data are needed at these newly installed wells to determine any trends.


21

Figure 3-9


The BCAWQG AL for Sulphate cannot be depicted on the figure as it is individually calculated for each well based on water hardness (CaCO3). None of the wells exceeded this guideline, or any of the applicable guidelines for Sulphate, in 2018.

Sulphate concentrations in MW02-3 had increased from approximately 140 mg/L in 2003 to approximately 215 mg/L in 2012, and remain elevated compared to the background well. Since 2012, MW02-3 has been showing a decreasing trend. Sulphate concentrations in MW02-1 are higher than most other wells, and appear to be increasing slowly since sampling began. Sulphate concentrations in CMW04-3 appear to be decreasing since sampling began. DMW-1A saw a spike in Sulphate concentration during the fall sampling event in 2017, and again in 2018. Further monitoring is required to determine whether this result is an anomaly, as this well has only been sampled for four years. Although no guideline exceedances are a concern, Sulphate will continue to be monitored closely as MW02-3 is elevated compared to the other wells.


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Figure 3-10


Toluene concentrations show some seasonal fluctuation, with concentrations typically detected above the BCAWQG AL guideline in the spring and values below detection in fall. In 2018, none of the wells sampled had Toluene concentrations that were above the detection limit of 0.0005 mg/L. Overall, Toluene concentrations have shown a decreasing trend for most wells and have always been well below the drinking water guidelines. Several more years of data are needed to determine if these decreases continue as trends.


23

Figure 3-11


Concentrations of Total Organic Carbon (TOC) have fluctuated over time in most wells, but historically the highest values have been observed in MW02-1 and MW02-2. TOC concentrations in MW02-3 exceeded the BC SDWQG MAC during the spring sampling event in 2018.


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Figure 3-12


There has been no upward trend in the last four years in any well except in the cross-gradient well MW02-1, which is showing a slight increasing trend since 2004. Concentrations of this parameter are the lowest in DMW-1A (background well), DMW-4 (domestic well), and MW16-02, with the highest concentrations observed at MW02-1, MW16-01, and MW02-3. Uranium trends will continue to be monitored, especially in MW02-1.


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4 CONCLUSIONS AND RECOMMENDATIONS

4.1 CONCLUSIONS The following conclusions have been drawn from the results of the 2018 Environmental Monitoring Program at the LRDF:

1. Groundwater elevations have remained relatively consistent over time, and groundwater flow direction is towards the south-southeast.

2. Similar to previous years, water quality guidelines for aquatic life and drinking water were

exceeded for a number of parameters in one or more wells on-site, with the following highlights:

• Down-gradient well MW02-3 exceeded guidelines for Dissolved Oxygen, Manganese,

Total Organic Carbon, and Uranium. Manganese exceeded the BC SDWQG AO. Total Organic Carbon exceeded the BC SDWQG MAC. Dissolved Oxygen exceeded the BCAWQG AL, and Uranium concentrations exceeded the BCWWQG AL. MW02-3 appears to be elevated in Cadmium, Calcium, Conductivity, Copper, Manganese, Nickel, and Sulphate with respect to the other sample locations. Though elevated in many parameters, MW02-3 is showing a number of decreasing trends including in Alkalinity, Calcium, Conductivity, Copper, Magnesium, Sulphate, Toluene, and Uranium. Parameters that appear to be increasing in MW02-3 include Boron, Cadmium, Manganese, Nickel, and Zinc.

• Concentrations of Total Organic Carbon exceeded the BC SDWQG MAC in MW02-3

during the spring sampling event in 2018. • Toluene concentrations were below detection limit in all wells in 2018. Toluene

concentrations appear to be decreasing in all wells which have previously shown exceedances. Toluene appears to show some seasonal variability, with higher concentrations often detected in spring.

• MW16-01, installed in June 2016, continued to show high concentrations for a number

of parameters, and exceeded the BCAWQG AL for Dissolved Oxygen and Selenium, the BCWWQG AL for Uranium, and the BC SDWQG AO for Manganese. However, many of these elevated parameters showed a significant decrease in 2017 and continued to decrease in 2018, including Cadmium, Calcium, Chloride, Conductivity, Magnesium, Manganese, Nickel, and Uranium. Elevated concentrations in MW16-01 may be influenced by winter road salting practices and heavy vehicle use on Trinity Valley Road as this well is located close to the logging road. MW16-01 is also considered a cross-gradient well and could be influenced by factors not associated with landfill activities. As this well has only been sampled for three years, more data is required to identify if any trends are present.

3. Concentrations of some parameters have shown notable increases, which should be

monitored closely in the future to determine if any mitigation measures may have to be taken such as capping the site early or closing it to disposal of putrescible waste.


26

Additional buffer was purchased in 2017 so that migration of leachate may be attenuated over a longer period of time prior to moving off site.

• Sulphate concentrations in MW02-3 had shown an increasing trend from 2003 to 2012,

however, concentrations have been decreasing since 2012. In 2018, Sulphate concentrations reached historically low levels for this well at 94.8 mg/L. Sulphate will continue to be monitored as MW02-3 is elevated compared to the other wells. The Sulphate concentration in DMW-1A remains elevated in comparison to the other monitoring wells after an uncharacteristic increase in fall of 2017, but remains below guidelines.

• Chloride levels in MW02-3 had shown an increasing trend from 2003 to 2011, however, concentrations have been decreasing since 2011, and reached a historically low level in fall of 2018. Since 2003, MW02-1 has had increasing Chloride concentrations. CMW04-3 had shown an increase in Chloride concentration since monitoring began in 2010 with a sharp increase in 2013 and 2014, but the concentration has been decreasing since. MW16-01 showed high Chloride concentrations for the first sampling events of this well, but the concentration decreased in 2017 and 2018, below previously exceeded guidelines. Both MW16-01 and MW02-1 may be influenced by the use of road salt on Trinity Valley Road. Chloride concentrations will be monitored closely in the future. Conductivity has shown similar patterns; however there are no applicable guidelines for Conductivity.

• MW02-1 is showing increasing trends over the last several years for Cadmium,

Calcium, Chloride, Conductivity, Magnesium, Selenium, and Uranium. Further investigation is required to determine the cause of these increases in concentration.

• The noted increased concentrations over time could be due to decreased flows in the

groundwater. Domestic wells in the area have been producing less water and creek flows have also decreased since the early 1990s (Gammel, W, pers. comm. 2016).

4. As recommended in the 2017 annual report, the use of gravel cover materials was reviewed. A less permeable material was sourced for intermediate cover in 2018. This material should lessen the potential for infiltration of precipitation into the waste.

4.2 RECOMMENDATIONS

1. Continue with the currently established sampling program, and assess trends of exceedances.

2. As recommended by XCG, and now that property has been purchased in this area, install another groundwater sampling well south of the filling area between MW02-3 and domestic well DMW-4 and a piezometer on the east side within the landfill boundary to include in the monitoring program and to confirm groundwater flow direction.


27

3. Evaluate potential trends in Cadmium, Calcium, Chloride, Chromium, Conductivity, Iron, Manganese, pH, Selenium, Sulphate, Toluene, Total Organic Carbon, and Uranium in 2019 in on-site wells to determine whether or not a landfill leachate plume may be developing down-gradient of the landfill footprint, and whether or not the down-gradient domestic well users may be impacted at some point in the future. The installation of a sentry well in the newly purchased property will provide useful information in this regard.

4. Finalize an Environmental Monitoring Plan in 2019 for the LRDF that can be updated separately from the OC and DOCP on an annual basis.


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REFERENCES

British Columbia Ministry of Environment, Lands and Parks (MoE). 1998a. Operational Certificate PR 15282. Issued January 21, 1998.

British Columbia Ministry of Environment, Lands and Parks (MoE). 1998b. Guidelines for Interpreting Water Quality Data. Accessed on-line at: https://www2.gov.bc.ca/assets/gov/environment/natural-resource-stewardship/standards-guidelines/risc/guidlines_for_interpreting_water_quality_data.pdf

British Columbia Ministry of Environment (MoE). 2013. British Columbia Field Sampling Manual. Accessed on-line at: https://www2.gov.bc.ca/gov/content/environment/research-monitoring-reporting/monitoring/laboratory-standards-quality-assurance/bc-field-sampling-manual

Christensen T.H., P.Kjeldsen, P.L. Bjerg, D.L. Jensen, J.B. Christensen, A.Baun, H.H. Albrechtsen, G. Herron. 2001. Biochemistry of landfill leachate plumes. Applied Geochemistry. 16(659-718).

Dayton and Knight. 1999. Lumby Landfill – Operations and Closure Plan, report prepared for the Regional District of North Okanagan. December, 1999.

Environment Canada. 2018. Climate Normals 1981-2010. Accessed on-line at: http://climate.weather.gc.ca/climate_normals/index_e.html

Gammel, Ron. 2014. Personal Communications with Keiko Parker of RDNO on October 7, 2014.

Gammel, Wanda. 2016. Personal Communications with Keiko Parker of RDNO on March 18, 2016.

Golder Associates. (Golder). 2002. Borehole Drilling and Monitor Well Installation Program, Lumby Landfill, Lumby.

Golder Associates. (Golder). 2004. Assessment of Hydrogeology and Material Resources of Proposed Regional Landfill Chaput Site. June 24, 2009. Prepared for the North Okanagan Regional District.

Regional District of North Okanagan (RDNO) 2018. 2017 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, BC. Report prepared by the Regional District of North Okanagan, April, 2018.

Regional District of North Okanagan (RDNO) 2017. 2016 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, BC. Report prepared by the Regional District of North Okanagan, February, 2017.

Regional District of North Okanagan (RDNO) 2016. 2015 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, BC. Report prepared by the Regional District of North Okanagan, April, 2016.

https://www2.gov.bc.ca/assets/gov/environment/natural-resource-stewardship/standards-guidelines/risc/guidlines_for_interpreting_water_quality_data.pdf

https://www2.gov.bc.ca/assets/gov/environment/natural-resource-stewardship/standards-guidelines/risc/guidlines_for_interpreting_water_quality_data.pdf

https://www2.gov.bc.ca/gov/content/environment/research-monitoring-reporting/monitoring/laboratory-standards-quality-assurance/bc-field-sampling-manual

https://www2.gov.bc.ca/gov/content/environment/research-monitoring-reporting/monitoring/laboratory-standards-quality-assurance/bc-field-sampling-manual


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Regional District of North Okanagan (RDNO) 2015. 2014 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, BC. Report prepared by the Regional District of North Okanagan, February, 2015.

Regional District of North Okanagan (RDNO) 2014. 2013 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, BC. Report prepared by the Regional District of North Okanagan, March, 2014.

Summit Environmental Consultants Ltd. (Summit). 2009. 2008 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, B.C. Prepared for the Regional District of North Okanagan, February, 2009.

Summit Environmental Consultants Ltd. (Summit). 2010. 2009 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, B.C. Prepared for the Regional District of North Okanagan, January, 2010.

Summit Environmental Consultants Inc. (Summit). 2011. 2010 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, B.C. Prepared for the Regional District of North Okanagan, February, 2011.

Summit Environmental Consultants Inc. (Summit). 2012. 2011 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, B.C. Prepared for the Regional District of North Okanagan, March, 2012.

Summit Environmental Consultants Inc. (Summit). 2013. 2012 Annual Environmental Monitoring Report, Lumby Recycling and Disposal Facility, Lumby, B.C. Prepared for the Regional District of North Okanagan, March, 2013.

XCG Consultants Ltd. (XCG). 2015. Hydrogeological Performance Review Lumby Recycling and Disposal Facility Lumby, British Columbia. Draft July 22, 2015. Prepared for the Regional District of North Okanagan.


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APPENDIX A – 2018 Well Details

Investigation Location Sampling Location

Name

Frequency Comments/Rationale for Changes

Lumby Recycling and Disposal Facility MW02-1 2x/year Used to be MW04-1

Lumby Recycling and Disposal Facility MW02-2 2x/year Used to be MW04-2. Replaced by DMW-1A as background well

Lumby Recycling and Disposal Facility MW02-3 2x/year Used to be MW04-3

Lumby Recycling and Disposal Facility DMW-1A 2x/year Added in June 2015 as a background well to replace MW02-2 (Gammel domestic well)

Lumby Recycling and Disposal Facility DMW-4 2x/year Added in June 2012 (McLeod domestic well)

Lumby Recycling and Disposal Facility DMW-2 2x/year

Removed in 2011, last sampled in 2010. Well installed in bedrock therefore not a suitable cross-gradient well. Replaced with CMW04-3

Lumby Recycling and Disposal Facility CMW04-1 2x/year Added in 2011 to expand MW network in SE area

Lumby Recycling and Disposal Facility CMW04-2 2x/year Attempted to sample in 2010, dry. 1" well.

Lumby Recycling and Disposal Facility CMW04-3 2x/year Added in 2010 to expand MW network in SE area. Replaces DMW-2

Lumby Recycling and Disposal Facility CBH04-1 2x/year Attempted to sample in 2010, dry

Lumby Recycling and Disposal Facility MW16-01 2x/year Added in 2016

Lumby Recycling and Disposal Facility MW16-02 2x/year Added in 2016


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APPENDIX B – Water Chemistry Database from 2016 to 2018

Lumby Recycling and Disposal FacilityWater Quality Results

2016-2018_LRDF_Results Legend Page 1 of 28

Legend for Reports for RDNO Recycling and Disposal Facilities Water Quality Results

< Less than reported detection limit> Greater than reported upper detection limit

>= Greater than or equal toA Absent

BC SDWQG AO BC Source Drinking Water Quality Guidelines - Aesthetic Objectives (2017 and updates)BC SDWQG MAC BC Source Drinking Water Quality Guidelines - Maximum Acceptable Concentrations (2017 and updates)

BCAWQG AL BC Approved Water Quality Guidelines for freshwater aquatic lifeBCWWQG AL Working Water Quality Guidelines for British Columbia for freshwater aquatic life

CalcCalculated guideline or standard. The guideline or standard is dependent on the value of one or more other analytes, and is calculated from a formula or table.

L Laboratory reading type (Lab result)m asl metres above sea level

N Narrative type of guideline or standard, or Result Note.ND Non-detect. Result is less than lower detection limit.NG No GuidelineNR No ResultNS No StandardNT Not TestedOG OvergrownP Present

PR PresumptiveTK Test kit reading type (Field result)

TNTC Too numerous to count

Highlighted value has a lower detection limit that is greater than the guideline/standard maximum and/or the guideline/standard minimum, or has an upper detection limit that is less than the guideline/standard maximum and/or the guideline/standard minimum.

BC SDWQG AO Highlighted value exceeds BC SDWQG AOBC SDWQG MAC Highlighted value exceeds BC SDWQG MAC

BCAWQG AL Highlighted value exceeds BCAWQG ALBCWWQG AL Highlighted value exceeds BCWWQG AL

SL Criteria Override Highlighted value exceeds sampling location criteria override


2016-2018_LRDF_Results Report Page 2 of 28

Sampling Location CMW04-3 CMW04-3 CMW04-3 CMW04-3

Date Sampled 06-Jul-16 05-Oct-16 28-Jun-17 05-Oct-17Lab Sample ID 7695135 7906646 8516192 8795024

Sample Type Normal Normal Normal Normal

BCAWQG AL BCWWQG AL BC SDWQG MAC

BC SDWQG AO

Field ResultsConductivity μS/cm NG NG NG NG 695 687 799 629Depth to Water m NG NG NG NG 40.117 40.563 40.044 39.711Dissolved oxygen mg/L min 5 1.1 NG NG NG 4.86 4.50 4.48 5.28Elevation of Piezometric Surface m NG NG NG NG 510.068 509.622 510.141 510.474Elevation of Top of Casing m NG NG NG NG 550.185 550.185 550.185 550.185Ground Elevation m NG NG NG NG 549.221 549.221 549.221 549.221pH N 1.2 NG NG NG 7.01 6.99 6.90 6.87Temperature °C 19 1.3 NG NG 15 10.0 8.3 8.8 7.2Volume Purged L NG NG NG NG 4.5 4.35 6.75 4.0

Lab ResultsGeneralAlkalinity (total, as CaCO3) mg/L NG N 2.1 NG NG 326 324 440 326Biochemical oxygen demand mg/L NG NG NG NG <4 <4 <4 <4Bromide mg/L NG NG NG NGChemical Oxygen Demand mg/L NG NG NG NG <10 <10 <10 <10Chloride mg/L 600 1.4 NG NG 250 52.5 49.8 37.8 37.9Colour CU N 1.5 NG NG 15 <5 <5 <5 <5Conductivity μS/cm NG NG NG NG 866 814 1000 773Fluoride mg/L Calc 1.6 NG 1.5 NGHardness, Total (dissolved as CaCO3) mg/L NG NG NG NG 427.000 431.000 510.000 386.000pH N 1.7 NG NG NG 7.50 7.79 7.56 7.89Sulphate mg/L Calc 1.8 NG NG 500 44.4 40.6 72.3 38.1Total organic carbon mg/L N 1.9 NG 4.0 NG 1.4 0.8 1.3 1.7

MetalsAluminum (dissolved) mg/L Calc 1.10 NG 9.5 NG <0.002 <0.002 <0.002 0.003Antimony (dissolved) mg/L NG 0.009 2.2 NG NG <0.0002 <0.0002 <0.0002 <0.0002Arsenic (dissolved) mg/L 0.005 1.11 NG 0.01 NG <0.0001 <0.0001 0.0002 0.0001Barium (dissolved) mg/L NG 1 NG NG 0.0616 0.0543 0.0755 0.0435Beryllium (dissolved) mg/L NG 0.00013 NG NG <0.00001 <0.00001 <0.00001 <0.00001

Analyte UnitGuideline







BC SDWQG AO


Bismuth (dissolved) mg/L NG NG NG NGBoron (dissolved) mg/L 1.2 1.12 NG 5.0 NG 0.005 0.005 0.006 0.003Cadmium (dissolved) mg/L Calc 1.13 NG 0.005 NG <0.00001 0.00002 0.00003 0.00001Calcium (dissolved) mg/L NG N 2.3 NG NG 130.000 130.000 153.000 117.000Cesium (dissolved) mg/L NG NG NG NGChromium (dissolved) mg/L NG 0.001 2.4 NG NG 0.0006 <0.0005 <0.0005 <0.0005Cobalt (dissolved) mg/L 0.110 1.14 NG NG NG <0.00005 <0.00005 <0.00005 <0.00005Copper (dissolved) mg/L Calc 1.15 NG NG 1.0 0.0010 0.0008 0.0008 0.0002Iron (dissolved) mg/L 0.35 NG NG 0.3 <0.010 <0.010 <0.010 <0.010Lead (dissolved) mg/L Calc 1.16 NG 0.01 NG 0.00012 0.00010 0.00009 0.00005Lithium (dissolved) mg/L NG NG NG NG 0.0116 0.0105 0.0129 0.0106Magnesium (dissolved) mg/L NG NG NG NG 24.900 25.800 31.100 22.800Manganese (dissolved) mg/L Calc 1.17 NG NG 0.05 <0.001 <0.001 <0.001 <0.001Mercury (dissolved) mg/L 0.000020 1.18 NG 0.001 NG <0.00001 <0.00001 <0.00001 <0.00001Molybdenum (dissolved) mg/L 2 1.19 NG 0.25 NG 0.00424 0.00400 0.00337 0.00377Nickel (dissolved) mg/L NG Calc 2.5 NG NG 0.0006 0.0008 0.0012 0.0005Rubidium (dissolved) mg/L NG NG NG NGSelenium (dissolved) mg/L 0.002 1.20 NG 0.01 NG 0.0136 0.0137 0.0135 0.0125Silicon (dissolved, as Si) mg/L NG NG NG NGSilver (dissolved) mg/L Calc 1.21 NG NG NG <0.00002 <0.00002 <0.00002 <0.00002Sodium (dissolved) mg/L NG NG NG NG 9.080 9.020 11.000 9.400Strontium (dissolved) mg/L NG NG NG NGSulphur (dissolved) mg/L NG NG NG NGTellurium (dissolved) mg/L NG NG NG NGThallium (dissolved) mg/L NG 0.0008 2.6 NG NG <0.00001 <0.00001 <0.00001 <0.00001Thorium (dissolved) mg/L NG NG NG NGTin (dissolved) mg/L NG NG NG NGTitanium (dissolved) mg/L NG NG NG NG 0.0016 0.0019 0.0015 0.0015Tungsten (dissolved) mg/L NG NG NG NGUranium (dissolved) mg/L NG 0.0085 NG NG 0.00929 0.00934 0.0143 0.00805Vanadium (dissolved) mg/L NG NG NG NG <0.0005 <0.0005 <0.0005 <0.0005Zinc (dissolved) mg/L Calc 1.22 NG NG 5.0 0.010 0.003 0.004 <0.002







BC SDWQG AO


Zirconium (dissolved) mg/L NG NG NG NG

Miscellaneous Organic SubstancesMethyl tert-butyl ether (MTBE) mg/L 3.4 NG NG 0.015 <0.001 <0.001 <0.001 <0.001VHw6-10 mg/L NG NG NG NG <0.100 <0.100 <0.100VPHw mg/L NG NG NG NG <0.100 <0.100 <0.100

Monocyclic Aromatic Hydrocarbons (MAHs)Benzene mg/L 0.040 NG 0.005 NG <0.0005 <0.0005 <0.0005 <0.0005Ethylbenzene mg/L 0.20 NG 0.14 0.0016 <0.0005 <0.0005 <0.0005 <0.0005Styrene mg/L NG 0.072 NG NG <0.0005 <0.0005 <0.0005Toluene mg/L 0.0005 NG 0.06 0.024 0.0023 <0.0005 <0.0005 0.0007m,p-Xylene mg/L NG NG NG NG <0.0005 <0.0005 <0.0005 <0.0005o-Xylene mg/L NG NG NG NG <0.0005 <0.0005 <0.0005 <0.0005Xylenes mg/L 0.03 NG 0.09 0.02 <0.001 <0.001 <0.001 <0.001

NutrientsAmmonia (total, as N) mg/L Calc 1.23 NG NG NG <0.01 <0.01 <0.01 <0.01Nitrate (as N) mg/L 32.8 1.24 NG 10 NG 1.99 1.95 1.43 1.76Nitrate + Nitrite (as N) (calculated) mg/L 32.8 1.25 NG NG NG 1.99 1.95 1.43 1.76Nitrite (as N) mg/L Calc 1.26 NG 1.0 NG <0.005 <0.005 <0.005 <0.005Total nitrogen mg/L NG NG NG NGTotal kjeldahl nitrogen mg/L NG NG NG NG <0.1 0.1 2.25 <0.05Phosphorus (dissolved, by ICPMS/ICPOES) mg/L N 1.27 NG NG N 3.1

Phosphorus (total, APHA 4500-P) mg/L N 1.28 NG NG N 3.2 <0.005 0.008 0.005 0.008Potassium (dissolved) mg/L NG NG NG NG 3.950 3.670 4.270 3.750



Field ResultsConductivity μS/cmDepth to Water mDissolved oxygen mg/LElevation of Piezometric Surface mElevation of Top of Casing mGround Elevation mpHTemperature °CVolume Purged L

Lab ResultsGeneralAlkalinity (total, as CaCO3) mg/LBiochemical oxygen demand mg/LBromide mg/LChemical Oxygen Demand mg/LChloride mg/LColour CUConductivity μS/cmFluoride mg/LHardness, Total (dissolved as CaCO3) mg/LpHSulphate mg/LTotal organic carbon mg/L

MetalsAluminum (dissolved) mg/LAntimony (dissolved) mg/LArsenic (dissolved) mg/LBarium (dissolved) mg/LBeryllium (dissolved) mg/L

Analyte Unit

CMW04-3 CMW04-3 DMW-4 DMW-4 DMW-4 DMW-4 DMW-4

25-Jun-18 01-Oct-18 05-Jul-16 05-Jul-16 03-Oct-16 27-Jun-17 03-Oct-17L2118643-1 L2174224-1 7688027 7688031 7899567 8514153 8788429

Normal Normal Normal Duplicate Normal Normal Normal

682 714 398.8 398.8 406.8 465.4 395.238.926 38.405

0.17 6.46 4.48 4.48 3.26 7.80 8.19511.259 511.780550.185 550.185549.221 549.221 610.54 610.54 610.54 610.54 610.54

6.59 6.96 7.68 7.68 7.51 7.49 8.296.8 6.3 11.6 11.6 10.4 10.5 9.76.0 4.10

400 307 193 191 190 243 194<2.0 <2.0 <4 <4 <4 <4 <4

<20 <20 <10 <10 <10 <10 <1028.5 31.0 0.96 0.96 1.18 2.59 0.92<5.0 <5.0 <5 <5 <5 <5 <5878 709 465 462 463 556 457

491 377 220.000 223.000 223.000 267.000 215.0007.86 8.08 8.03 8.07 7.91 7.73 8.1156.1 37.3 51.1 51.0 49.0 55.0 50.60.90 0.90 0.9 0.9 0.8 0.7 1.0

0.0013 <0.0010 <0.002 <0.002 <0.002 <0.002 <0.002<0.00010 <0.00010 <0.0002 <0.0002 <0.0002 <0.0002 <0.00020.00010 0.00010 0.0004 0.0005 0.0005 0.0005 0.00050.0691 0.0577 0.0414 0.0421 0.0371 0.0494 0.0341

<0.00010 <0.00010 <0.00001 <0.00001 <0.00001 <0.00001 <0.00001



Analyte Unit

Bismuth (dissolved) mg/LBoron (dissolved) mg/LCadmium (dissolved) mg/LCalcium (dissolved) mg/LCesium (dissolved) mg/LChromium (dissolved) mg/LCobalt (dissolved) mg/LCopper (dissolved) mg/LIron (dissolved) mg/LLead (dissolved) mg/LLithium (dissolved) mg/LMagnesium (dissolved) mg/LManganese (dissolved) mg/LMercury (dissolved) mg/LMolybdenum (dissolved) mg/LNickel (dissolved) mg/LRubidium (dissolved) mg/LSelenium (dissolved) mg/LSilicon (dissolved, as Si) mg/LSilver (dissolved) mg/LSodium (dissolved) mg/LStrontium (dissolved) mg/LSulphur (dissolved) mg/LTellurium (dissolved) mg/LThallium (dissolved) mg/LThorium (dissolved) mg/LTin (dissolved) mg/LTitanium (dissolved) mg/LTungsten (dissolved) mg/LUranium (dissolved) mg/LVanadium (dissolved) mg/LZinc (dissolved) mg/L




<0.000050 <0.000050<0.010 <0.010 0.005 0.005 0.004 0.005 0.003

0.0000256 0.0000239 <0.00001 <0.00001 0.00001 <0.00001 0.00001145 114 69.400 70.300 70.200 82.500 67.200

<0.000010 <0.0000100.00065 0.00068 <0.0005 <0.0005 <0.0005 <0.0005 0.0015

<0.00010 <0.00010 <0.00005 <0.00005 <0.00005 <0.00005 <0.000050.00043 0.00063 0.0007 0.0008 0.0003 0.0015 0.0015<0.010 <0.010 <0.010 <0.010 <0.010 <0.010 <0.010

<0.000050 <0.000050 0.00008 0.00008 0.00008 0.00020 0.000100.0119 0.0113 0.0018 0.0019 0.0020 0.0020 0.001931.1 22.5 11.300 11.500 11.600 14.700 11.500

<0.00010 <0.00010 0.002 0.002 0.016 0.017 0.023<0.0000050 <0.0000050 <0.00001 <0.00001 <0.00001 <0.00001 <0.00001

0.00329 0.00463 0.00746 0.00716 0.00878 0.00453 0.01040.00081 <0.00050 <0.0002 <0.0002 <0.0002 <0.0002 <0.00020.00040 0.000300.0133 0.0138 <0.0005 <0.0005 <0.0005 0.0008 <0.000511.2 9.80

<0.000010 <0.000010 <0.00002 <0.00002 <0.00002 <0.00002 <0.0000210.9 9.79 10.000 10.300 9.950 11.200 9.650

0.827 0.68621.0 12.7

<0.00020 <0.00020<0.000010 <0.000010 <0.00001 <0.00001 <0.00001 <0.00001 <0.00001<0.00010 <0.00010<0.00010 <0.00010<0.00030 <0.00030 0.0015 0.0014 0.0013 0.0015 0.0016<0.00010 <0.00010

0.0115 0.00861 0.00229 0.00229 0.00193 0.00292 0.00257<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005

0.0021 0.0017 0.016 0.015 0.021 0.046 0.026



Analyte Unit

Zirconium (dissolved) mg/L

Miscellaneous Organic SubstancesMethyl tert-butyl ether (MTBE) mg/LVHw6-10 mg/LVPHw mg/L

Monocyclic Aromatic Hydrocarbons (MAHs)Benzene mg/LEthylbenzene mg/LStyrene mg/LToluene mg/Lm,p-Xylene mg/Lo-Xylene mg/LXylenes mg/L

NutrientsAmmonia (total, as N) mg/LNitrate (as N) mg/LNitrate + Nitrite (as N) (calculated) mg/LNitrite (as N) mg/LTotal nitrogen mg/LTotal kjeldahl nitrogen mg/LPhosphorus (dissolved, by ICPMS/ICPOES) mg/LPhosphorus (total, APHA 4500-P) mg/LPotassium (dissolved) mg/L




<0.000060 <0.000060

<0.00050 <0.00050 <0.001 <0.001 <0.001 <0.001 <0.001<0.100 <0.100 <0.100<0.100 <0.100 <0.100

<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005<0.00045 <0.00045 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005<0.00075 <0.00075 <0.001 <0.001 <0.001 <0.001 <0.001

<0.0050 <0.0050 <0.01 <0.01 0.18 <0.01 0.211.79 1.64 0.247 0.245 0.015 0.597 0.0241.79 1.64 0.247 0.245 0.015 0.597 0.024

<0.0050 <0.0050 <0.005 <0.005 <0.005 <0.005 <0.0050.63

0.172 0.162 <0.1 <0.1 0.2 <0.05 0.18<0.050 <0.0500.0045 0.0047 0.024 0.025 0.024 0.019 0.0214.40 3.96 3.170 3.270 2.940 3.340 2.750






Analyte Unit

DMW-4 DMW-4 DMW-4 MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-1 (MW04-1)

25-Jun-18 25-Jun-18 01-Oct-18 05-Jul-16 04-Oct-16 27-Jun-17 02-Oct-17L2118643-3 L2118643-2 L2174224-2 7688014 7903692 8514144 8788392

Duplicate Normal Normal Normal Normal Normal Normal

409.2 409.2 441.8 985 971 786 85525.0 25.056 24.977 24.925

10.10 10.10 10.33 7.49 4.73 1.18 2.78595.8 595.768 595.847 595.899

620.824 620.824 620.824 620.824610.54 610.54 610.54 618.915 618.915 618.915 618.9157.21 7.21 7.45 6.63 6.67 6.98 6.8312.6 12.6 7.7 6.7 5.7 5.8 4.1

4.25 5.25 4.25 5.45

201 201 201 486 485 435 473<2.0 <2.0 <2.0 <4 <4 <4 <4

<20 <20 <20 <10 <10 <10 <100.97 0.97 0.97 87.7 89.1 71.9 68.3<5.0 <5.0 <5.0 <5 <5 <5 <5457 454 454 1300 1250 1070 1120

225 221 220 683.000 663.000 560.000 588.0008.28 8.24 8.42 7.37 7.32 7.40 7.4250.1 50.1 49.3 88.5 83.0 75.2 78.7

<0.50 0.56 0.56 3.8 2.5 1.7 4.5

<0.0010 <0.0010 <0.0010 <0.002 0.002 <0.002 <0.002<0.00010 <0.00010 <0.00010 <0.0002 <0.0002 <0.0002 <0.00020.00050 0.00051 0.00056 0.0003 0.0002 0.0003 0.00030.0397 0.0384 0.0379 0.121 0.112 0.0870 0.0961

<0.00010 <0.00010 <0.00010 <0.00001 <0.00001 <0.00001 <0.00001



Analyte Unit


DMW-4 DMW-4 DMW-4 MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-1 (MW04-1)



<0.000050 <0.000050 <0.000050<0.010 <0.010 <0.010 0.004 0.003 0.002 0.004

0.0000090 0.0000098 0.0000122 0.00013 0.00014 0.00010 0.0001069.3 68.1 68.1 206.000 200.000 165.000 173.000

<0.000010 <0.000010 <0.000010<0.00010 <0.00010 0.00011 <0.0005 <0.0005 <0.0005 <0.0005<0.00010 <0.00010 <0.00010 <0.00005 <0.00005 <0.00005 <0.000050.00127 0.00115 <0.00020 0.0022 0.0014 0.0006 0.0002<0.010 <0.010 <0.010 <0.010 0.013 0.013 0.010

0.000122 0.000121 0.000080 0.00017 0.00018 0.00006 0.000060.0018 0.0018 0.0020 0.0173 0.0163 0.0113 0.013612.6 12.3 12.1 41.000 39.700 35.900 37.900

0.00554 0.00571 0.00763 0.001 0.001 0.035 0.015<0.0000050 <0.0000050 <0.0000050 <0.00001 <0.00001 <0.00001 <0.00001

0.00774 0.00766 0.0102 0.00407 0.00417 0.00584 0.00476<0.00050 <0.00050 <0.00050 0.0022 0.0037 0.0021 0.00220.00102 0.00091 0.000960.000119 0.000090 0.000241 0.0484 0.0557 0.0080 0.0281

9.62 9.77 9.29<0.000010 <0.000010 <0.000010 <0.00002 <0.00002 <0.00002 <0.00002

10.8 10.5 10.8 12.400 11.900 10.100 10.7000.508 0.506 0.48317.8 17.8 16.7

<0.00020 <0.00020 <0.00020<0.000010 <0.000010 <0.000010 <0.00001 <0.00001 <0.00001 <0.00001<0.00010 <0.00010 <0.00010<0.00010 <0.00010 <0.00010<0.00030 <0.00030 <0.00030 0.0022 0.0022 0.0015 0.0018<0.00010 <0.00010 <0.000100.00207 0.00209 0.00304 0.0220 0.0233 0.0192 0.0206

<0.00050 <0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.00050.0240 0.0233 0.0198 0.010 0.008 0.005 0.003



Analyte Unit





DMW-4 DMW-4 DMW-4 MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-1 (MW04-1)



<0.000060 <0.000060 <0.000060

<0.00050 <0.00050 <0.00050 <0.001 <0.001 <0.001 <0.001<0.100 <0.100 <0.100<0.100 <0.100 <0.100

<0.00050 <0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.00050 <0.0005 <0.0005 <0.0005<0.00045 <0.00045 <0.00045 0.0011 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00075 <0.00075 <0.00075 <0.001 <0.001 <0.001 <0.001

0.0682 0.0684 0.0828 <0.01 <0.01 <0.01 0.010.152 0.153 0.0202 1.68 1.67 0.225 0.8650.153 0.153 0.0219 1.68 1.68 0.225 0.8650.0014 <0.0010 0.0017 <0.005 0.008 <0.005 <0.005

3.350.103 0.113 0.183 0.1 0.1 3.13 0.26

<0.050 <0.050 <0.0500.0193 0.0193 0.0186 0.125 0.076 0.046 0.0893.32 3.27 3.31 5.800 5.070 5.000 5.180






Analyte Unit

MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

27-Jun-18 03-Oct-18 04-Jul-16 03-Oct-16 26-Jun-17 04-Oct-17 16-Oct-17L2120724-2 L2175829-1 7685146 7899541 8510312 8792729 8823003

Normal Normal Normal Normal Normal Normal Normal

842 1154 1135 1034 967 987 98224.821 24.747 44.332 44.374 44.192 44.218 44.228

2.37 3.74 11.41 3.88 0.99 1.01 3.47596.003 596.077 589.164 589.122 589.304 589.278 589.268620.824 620.824 633.496 633.496 633.496 633.496 633.496618.915 618.915 632.641 632.641 632.641 632.641 632.641

6.47 6.44 6.67 6.64 6.7 6.55 7.334.6 3.7 10.6 9.1 9.7 7.1 5.74.25 5.0 4.0 3.15 4.45 4.15 3.0

342 337 467 471 498 4812.3 <2.0 <4 <4 <4 <4

<0.25<20 <20 21 <10 <10 1868.9 76.4 45.2 47.5 48.2 48.9<5.0 <5.0 <5 <5 <5 <5956 991 1190 1190 1200 11800.12647 640 626.000 637.000 631.000 634.0007.78 7.67 7.65 7.33 7.30 7.5175.4 82.9 129 120 117 1201.95 1.36 2.3 4.1 2.4 4.2

0.0012 0.0011 <0.002 <0.002 <0.002 <0.002<0.00010 <0.00010 <0.0002 <0.0002 <0.0002 <0.00020.00022 0.00022 <0.0001 0.0002 0.0001 0.00030.102 0.108 0.107 0.102 0.0877 0.0996

<0.00010 <0.00010 <0.00001 <0.00001 <0.00001 <0.00001



Analyte Unit


MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)



<0.000050 <0.000050<0.010 <0.010 0.042 0.042 0.042 0.041

0.0000956 0.000101 0.00054 0.00061 0.00047 0.00052192 193 205.000 207.000 206.000 206.000

<0.000010 <0.000010<0.00010 0.00017 <0.0005 <0.0005 <0.0005 <0.0005<0.00010 <0.00010 0.00094 0.00107 0.00087 0.000930.00033 0.00043 0.0034 0.0039 0.0023 0.0013<0.010 <0.010 0.015 0.021 0.018 <0.010

<0.000050 0.000058 0.00021 0.00038 0.00016 0.000370.0136 0.0156 0.0172 0.0174 0.0164 0.018540.5 38.0 27.700 29.200 28.200 29.000

0.00406 0.00047 0.334 0.335 0.322 0.356<0.0000050 <0.0000050 <0.00001 <0.00001 <0.00001 <0.00001

0.00520 0.00409 0.00543 0.00548 0.00516 0.005860.00188 0.00181 0.0170 0.0167 0.0171 0.01740.00120 0.000920.0335 0.0627 <0.0005 <0.0005 0.0005 <0.000510.2 9.29

<0.000010 <0.000010 <0.00002 <0.00002 <0.00002 <0.0000211.5 12.9 17.450 17.600 18.700 17.7001.12 1.0729.2 30.4

<0.00020 <0.00020<0.000010 <0.000010 0.00003 0.00002 0.00002 0.00004<0.00010 <0.00010<0.00010 <0.00010<0.00030 <0.00030 0.0017 0.0024 0.0023 0.0025<0.00010 <0.00010

0.0214 0.0224 0.0166 0.0158 0.0161 0.0157<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005

0.0033 0.0040 0.037 0.015 0.011 0.008



Analyte Unit





MW02-1 (MW04-1)

MW02-1 (MW04-1)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)

MW02-3 (MW04-3)



<0.000060 <0.000060

<0.00050 <0.00050 <0.001 <0.001 <0.001 <0.001<0.100 <0.100 <0.100<0.100 <0.100 <0.100

<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005<0.00045 <0.00045 0.0030 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005<0.00075 <0.00075 <0.001 <0.001 <0.001 <0.001

<0.0050 <0.0050 <0.01 <0.01 <0.01 <0.010.934 1.80 1.83 1.41 1.51 1.810.934 1.80 1.83 1.43 1.51 1.81

<0.0050 <0.0050 <0.005 0.016 <0.005 <0.005

0.246 0.291 <0.1 0.3 0.15 <0.050.090 0.0950.098 0.118 0.005 0.069 0.005 0.0525.55 5.17 5.370 5.130 5.160 5.070






Analyte Unit

MW02-3 (MW04-3)

MW02-3 (MW04-3) DMW-1A DMW-1A DMW-1A DMW-1A DMW-1A

26-Jun-18 02-Oct-18 05-Jul-16 04-Oct-16 28-Jun-17 03-Oct-17 27-Jun-18L2119486-1 L2175083-1 7688030 7903736 8516193 8788440 L2120724-3


986 1107 506 473.5 502.1 544 52644.068 44.150

0.86 1.03 7.84 3.30 12.17 6.08 10.25589.428 589.346633.496 633.496632.641 632.641

6.45 6.60 7.53 7.20 6.95 7.93 7.088.5 4.9 10.4 9.1 7.4 9.5 6.94.0 4.0

427 372 258 253 270 233 2205.2 <2.0 <4 <4 <4 <4 <2.0

<0.050<20 <20 <10 <10 <10 <10 <2044.2 32.4 22.9 18.6 34.5 1.09 68.7<5.0 <5.0 <5 <5 <5 <5 <5.01080 919 590 572 645 651 648

0.118718 621 282.000 278.000 298.000 247.000 2717.88 7.36 8.03 7.71 7.66 8.04 8.30126 94.8 19.5 19.2 20.5 125 74.75.39 2.34 2.0 1.5 1.8 1.1 0.90

<0.0010 0.0010 <0.002 <0.002 <0.002 <0.002 <0.0010<0.00010 <0.00010 <0.0002 <0.0002 <0.0002 <0.0002 <0.000100.00014 0.00013 0.0002 0.0002 0.0002 <0.0001 <0.000100.109 0.0944 0.0443 0.0347 0.0459 0.0147 0.0136

<0.00010 <0.00010 <0.00001 <0.00001 <0.00001 <0.00001 <0.00010



Analyte Unit


MW02-3 (MW04-3)




<0.000050 <0.000050 <0.0000500.043 0.046 0.003 0.003 0.003 0.021 0.019

0.000593 0.000481 0.00006 0.00004 0.00006 0.00001 0.0000104233 206 93.800 92.000 98.000 65.800 72.2

<0.000010 <0.000010 0.000442<0.00010 0.00010 0.0007 0.0007 0.0007 <0.0005 <0.000100.00152 0.00122 <0.00005 <0.00005 <0.00005 <0.00005 <0.000100.00190 0.00097 0.0074 0.0123 0.0167 0.0117 0.01040.013 0.084 <0.010 <0.010 <0.010 <0.010 <0.010

<0.000050 0.000160 0.00017 0.00022 0.00033 0.00028 0.0002030.0185 0.0162 0.0098 0.0084 0.0095 0.0073 0.007033.4 25.9 11.700 11.700 12.900 20.200 22.10.425 0.384 <0.001 0.004 <0.001 0.002 0.00526

<0.0000050 <0.0000050 <0.00001 <0.00001 <0.00001 <0.00001 <0.00000500.00530 0.00505 0.00423 0.00382 0.00377 0.00704 0.006870.0164 0.0136 0.0034 0.0027 0.0034 0.0007 0.00082

0.00122 0.00085 0.004390.000601 0.000558 0.0065 0.0072 0.0074 <0.0005 0.000085

10.5 10.9 7.82<0.000010 <0.000010 <0.00002 <0.00002 <0.00002 <0.00002 <0.000010

19.5 15.4 13.600 12.900 13.800 42.200 47.21.10 0.985 0.73440.3 42.6 45.6

<0.00020 <0.00020 <0.000200.000018 0.000017 <0.00001 <0.00001 <0.00001 <0.00001 <0.000010<0.00010 <0.00010 <0.00010<0.00010 <0.00010 <0.00010<0.00030 <0.00030 0.0021 0.0017 0.0018 0.0013 <0.00030<0.00010 <0.00010 0.00136

0.0166 0.0161 0.00309 0.00308 0.00319 0.00402 0.00403<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050

0.0219 0.0078 0.007 0.012 0.016 0.013 0.0150



Analyte Unit





MW02-3 (MW04-3)




<0.000060 <0.000060 <0.000060

<0.00050 <0.00050 <0.001 <0.001 <0.001 <0.001 <0.00050<0.100 <0.100 <0.100<0.100 <0.100 <0.100

<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050<0.00050 <0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050<0.00050 <0.0005 <0.0005 <0.0005 <0.00050<0.00045 <0.00045 <0.0005 <0.0005 <0.0005 <0.0005 <0.00045<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050<0.00075 <0.00075 <0.001 <0.001 <0.001 <0.001 <0.00075

0.0136 <0.0050 <0.01 <0.01 <0.01 <0.01 <0.00501.82 1.23 1.12 0.700 1.45 0.038 0.9121.82 1.23 1.12 0.700 1.45 0.038 0.912

<0.0050 <0.0050 <0.005 <0.005 <0.005 <0.005 <0.0010

0.653 0.159 <0.1 <0.1 0.67 <0.05 0.1090.297 <0.050 <0.0500.261 0.0096 <0.005 0.007 0.005 0.009 <0.00206.68 5.02 3.270 2.960 3.230 3.970 4.69






Analyte Unit

DMW-1A MW16-01 MW16-01 MW16-01 MW16-01 MW16-01 MW16-01

02-Oct-18 06-Jul-16 04-Oct-16 26-Jun-17 26-Jun-17 02-Oct-17 27-Jun-18L2175083-2 7695137 7903727 8510315 8510316 8788394 L2120724-1

Normal Normal Normal Normal Duplicate Normal Normal

621.0 1756 1733 1246 1246 1385 111222.672 22.881 22.178 22.178 22.075 21.642

8.26 4.76 3.82 2.55 2.55 2.62 0.26604.437 604.228 604.931 604.931 605.034 605.467627.109 627.109 627.109 627.109 627.109 627.109626.232 626.232 626.232 626.232 626.232 626.232

7.12 6.55 6.44 6.55 6.55 6.43 6.077.1 12.3 7.5 8.7 8.7 6.3 5.6

4.25 4.0 4.75 4.75 7.15 8.25

236 555 554 581 580 604 471<2.0 <4 <4 <4 <4 <4 <2.0

<5.0<20 19 <10 <10 <10 <10 <20<2.5 372 371 164 161 208 123<5.0 <5 <5 5 <5 <5 <5.0658 2180 2090 1630 1620 1710 1310

<2.0251 929.000 952.000 756.000 758.000 829.000 8137.94 7.04 7.19 7.18 7.29 7.14 7.76123 68.4 68.2 73.1 75.6 75.1 560.94 1.9 1.0 3.3 3.1 4.3 1.38

<0.0010 <0.002 <0.002 <0.002 <0.002 <0.002 <0.0010<0.00010 <0.0002 <0.0002 <0.0002 <0.0002 <0.0002 <0.00010<0.00010 0.0004 0.0002 0.0002 <0.0001 0.0002 <0.00010

0.0150 0.191 0.189 0.135 0.129 0.148 0.149<0.00010 <0.00001 <0.00001 <0.00001 <0.00001 <0.00001 <0.00010



Analyte Unit





<0.000050 <0.0000500.019 0.012 0.004 0.005 0.003 0.004 <0.010

0.0000157 0.00101 0.00090 0.00030 0.00031 0.00055 0.00038869.6 278.000 284.000 228.000 229.000 250.000 252

0.000384 <0.0000100.00016 <0.0005 0.0005 <0.0005 <0.0005 <0.0005 <0.00010

<0.00010 0.00560 0.00099 0.00081 0.00086 0.00050 0.000780.00889 0.0021 0.0004 0.0003 0.0002 0.0004 <0.00020<0.010 0.015 0.046 0.093 0.089 0.020 0.018

0.000196 0.00009 0.00021 0.00007 0.00007 0.00021 <0.0000500.0071 0.0265 0.0262 0.0204 0.0212 0.0234 0.022818.8 57.000 58.900 45.300 45.300 49.700 44.5

0.00030 0.628 0.253 0.205 0.205 0.112 0.106<0.0000050 <0.00001 <0.00001 <0.00001 <0.00001 <0.00001 <0.0000050

0.00707 0.00517 0.00311 0.00279 0.00268 0.00247 0.002390.00057 0.0260 0.0197 0.0127 0.0129 0.0117 0.01020.00316 0.000330.000136 0.0007 <0.0005 0.0008 0.0009 0.0009 0.00177

7.56 12.9<0.000010 <0.00002 <0.00002 <0.00002 <0.00002 <0.00002 <0.000010

39.0 68.300 79.200 56.700 55.900 61.100 36.10.716 1.5041.8 22.1

<0.00020 <0.00020<0.000010 0.00004 0.00004 <0.00001 <0.00001 <0.00001 0.000011<0.00010 <0.00010<0.00010 <0.00010<0.00030 0.0022 0.0037 0.0024 0.0024 0.0024 <0.000300.00075 <0.000100.00406 0.0194 0.0215 0.0178 0.0171 0.0195 0.0183

<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005 <0.000500.0147 0.012 0.010 0.007 0.006 0.005 0.0043



Analyte Unit








<0.000060 <0.000060

<0.00050 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00050<0.100 <0.100 <0.100 <0.100<0.100 <0.100 <0.100 <0.100

<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050

<0.0005 <0.0005 <0.0005 <0.0005 <0.00050<0.00045 0.0017 <0.0005 <0.0005 <0.0005 <0.0005 <0.00045

<0.0005 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050<0.0005 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050

<0.00075 <0.001 <0.001 <0.001 <0.001 <0.001 <0.00075

<0.0050 <0.01 <0.01 <0.01 <0.01 <0.01 <0.00500.037 0.92 1.07 1.22 1.32 1.17 1.290.037 0.92 1.08 1.22 1.32 1.17 1.29

<0.0050 <0.005 0.009 <0.005 <0.005 <0.005 <0.10

<0.050 <0.1 0.1 0.14 0.11 <0.05 0.164<0.050 <0.050

<0.0020 0.023 0.030 0.010 0.014 0.020 0.03964.29 7.630 7.150 5.820 5.810 6.100 5.85






Analyte Unit

MW16-01 MW16-02 MW16-02 MW16-02 MW16-02 MW16-02 MW16-02

03-Oct-18 04-Jul-16 05-Oct-16 27-Jun-17 03-Oct-17 26-Jun-18 03-Oct-18L2175829-2 7685147 7906651 8514147 8788422 L2119486-2 L2175829-3


1320 623 586 542 544 525 65821.672 20.991 21.133 20.686 21.054 20.736 21.020

0.34 6.87 2.71 2.52 2.31 2.21 2.15605.437 617.304 617.162 617.609 617.241 617.559 617.275627.109 638.295 638.295 638.295 638.295 638.295 638.295626.232 635.909 635.909 635.909 635.909 635.909 635.909

6.42 6.82 6.72 6.80 6.89 6.59 6.685.1 7.1 7.3 6.3 5.3 6.0 4.410.0 4.75 4.0 4.25 4.0 4.5 4.0

426 335 335 341 327 254 319<2.0 <4 <4 <4 <4 <2.0 2.3

<20 27 <10 <10 <10 <20 <2083.2 10.0 10.2 8.28 9.18 8.44 9.7<5.0 <5 <5 <5 <5 <5.0 <5.01120 723 720 737 694 565 649

690 372.000 390.000 377.000 337.000 390 3467.74 7.63 7.58 7.33 7.82 8.03 8.2158.6 31.0 28.5 33.2 29.6 28.4 21.13.16 3.2 2.9 1.5 3.0 2.13 3.27

<0.0010 <0.002 <0.002 <0.002 <0.002 <0.0010 0.0015<0.00010 <0.0002 <0.0002 <0.0002 <0.0002 <0.00010 <0.000100.00012 0.0002 0.0002 0.0001 0.0003 0.00013 0.000450.141 0.0605 0.0665 0.0578 0.0714 0.0746 0.0649

<0.00010 <0.00001 <0.00001 <0.00001 <0.00001 <0.00010 <0.00010



Analyte Unit


MW16-01 MW16-02 MW16-02 MW16-02 MW16-02 MW16-02 MW16-02



<0.000050 <0.000050 <0.000050<0.010 0.022 0.008 0.005 0.004 <0.010 <0.010

0.000262 0.00013 0.00006 0.00003 0.00004 0.0000351 0.0000465212 126.000 134.000 128.000 114.000 131 119

<0.000010 <0.000010 <0.0000100.00015 <0.0005 0.0005 <0.0005 <0.0005 <0.00010 0.000480.00041 0.00121 0.00020 0.00007 0.00013 0.00012 <0.000100.00021 0.0021 0.0014 0.0006 <0.0002 0.00030 0.000220.032 <0.010 0.080 0.023 0.126 0.017 0.470

<0.000050 0.00007 0.00012 0.00005 0.00008 <0.000050 <0.0000500.0197 0.0112 0.0099 0.0096 0.0093 0.0107 0.009139.1 13.900 13.400 14.000 12.600 15.4 12.0

0.0619 0.341 0.113 0.005 0.018 0.0363 0.0449<0.0000050 <0.00001 <0.00001 <0.00001 <0.00001 <0.0000050 <0.0000050

0.00221 0.00643 0.00333 0.00281 0.00296 0.00337 0.002940.00726 0.0055 0.0029 0.0014 0.0015 0.00135 0.001340.00031 0.00038 0.000400.00278 0.0086 0.0114 0.0095 0.0084 0.00761 0.00727

11.9 10.7 10.2<0.000010 <0.00002 <0.00002 <0.00002 <0.00002 <0.000010 <0.000010

27.4 8.840 7.970 8.060 7.200 8.28 6.341.32 0.538 0.48921.3 9.83 7.82

<0.00020 <0.00020 <0.000200.000010 <0.00001 <0.00001 <0.00001 <0.00001 <0.000010 <0.000010<0.00010 <0.00010 <0.00010<0.00010 <0.00010 <0.00010<0.00030 0.0017 0.0024 0.0017 0.0018 <0.00030 <0.00030<0.00010 <0.00010 <0.00010

0.0168 0.00506 0.00527 0.00525 0.00472 0.00490 0.00405<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050 <0.00050

0.0031 0.010 0.007 0.005 0.002 0.0013 0.0024



Analyte Unit





MW16-01 MW16-02 MW16-02 MW16-02 MW16-02 MW16-02 MW16-02



<0.000060 <0.000060 <0.000060

<0.00050 <0.001 <0.001 <0.001 <0.001 <0.00050 <0.00050<0.100 <0.100 <0.100<0.100 <0.100 <0.100

<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050 <0.00050<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050 <0.00050<0.00050 <0.0005 <0.0005 <0.0005 <0.00050 <0.00050<0.00045 <0.0005 <0.0005 <0.0005 <0.0005 <0.00045 <0.00045<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050 <0.00050<0.00050 <0.0005 <0.0005 <0.0005 <0.0005 <0.00050 <0.00050<0.00075 <0.001 <0.001 <0.001 <0.001 <0.00075 <0.00075

0.0054 <0.01 <0.01 0.01 <0.01 0.0084 0.02410.921 2.78 4.36 5.19 5.00 4.63 3.600.998 2.79 4.37 5.19 5.00 4.63 3.600.0769 0.005 0.011 <0.005 <0.005 0.0018 <0.0050

6.240.189 0.2 0.5 1.05 0.29 0.422 0.399

<0.050 <0.050 0.0760.0261 0.092 0.059 <0.005 0.059 0.0148 0.1305.12 4.190 3.410 3.390 3.060 3.62 3.32


2016-2018_LRDF_Results Guideline Notes Page 23 of 28

Guideline Notes for Reports for RDNO Recycling and Disposal Facilities Water Quality Results

1. Notes for BC Approved Water Quality Guidelines for freshwater aquatic life (BCAWQG AL)General Notes:The Water Quality Guidelines (Criteria) Reports by BC Ministry of Environment were used as references for the guidelines. (Internet address: http://www.env.gov.bc.ca/wat/wq/wq_guidelines.html ). Overview Reports (BC MOE) were used as the references for the guidelines unless the note for specific analyte indicates that the Technical Appendix (BC MOE) was used. / For some parameters, guidelines are specified as two values: the maximum value or the acute criterion, and the 30-day average value or the chronic criterion. The maximum value was used in this report for parameters that have both guideline values.Note 1.1 for Dissolved oxygen:The instantaneous minimum guideline for dissolved oxygen is 5 mg/L for all life stages other than buried embryo/alevin. The instantaneous minimum guideline for dissolved oxygen in the water column is 9 mg/L for buried embryo/alevin. The instantaneous minimum guideline for dissolved oxygen in interstitial water is 6 mg/L for buried embryo/alevin.The 30-day mean guideline (minimum) for dissolved oxygen is 8 mg/L for all life stages other than buried embryo/alevin. The 30-day mean guideline (minimum) for dissolved oxygen in the water column is 11 mg/L for buried embryo/alevin. The 30-day mean guideline (minimum) for dissolved oxygen in interstitial water is 8 mg/L for buried embryo/alevin.Note 1.2 for pH:pH less than 6.5: No statistically significant decrease in pH from background.pH from 6.5 to 9.0: Unrestricted change permitted within this range.pH over 9.0: No statistically significant increase in pH from background.See BC MOE Overview Report for additional details.Note 1.3 for Temperature:The maximum daily temperature of 19 degrees Celsius is for streams with unknown fish distribution. See BC MOE Overview Report for additional details for streams with unknown fish distribution, and specific guidelines for streams with known fish distribution, and guideline for lakes and impoundments.Note 1.4 for Chloride:To protect freshwater aquatic life from acute and lethal effects, the maximum concentration of chloride (mg/L as NaCl) at any time should not exceed 600 mg/L.To protect freshwater aquatic life from chronic effects, the average (arithmetic mean computed from five weekly samples collected over a 30-day period) concentration of chloride (mg/L as NaCl) should not exceed 150 mg/L.Note 1.5 for Colour:30-day average true colour of filtered water samples shall not exceed background levels by more than 5 colour units in clearwater systems or 20% in coloured systems. See BC MOE Overview Report for additional details.Note 1.6 for Fluoride:Correction by BC MOE Sept. 2011: The criteria for Fluoride (total) in mg/L is 0.4 as a maximum where the water hardness (as CaCO3) is less than or equal to 10 mg/L. Otherwise use the equation:LC50 fluoride = -51.73 + 92.57 log10 (Hardness) and multiply by 0.01.Hardness is as CaCO3 in units mg/L.Note 1.7 for pH:pH less than 6.5: No statistically significant decrease in pH from background.pH from 6.5 to 9.0: Unrestricted change permitted within this range.pH over 9.0: No statistically significant increase in pH from background.See BC MOE Overview Report for additional details.Note 1.8 for Sulphate:



The approved 30-day average (minimum of 5 evenly-spaced samples collected in 30 days) water quality guidelines to protect aquatic life in BC for sulphate are: 128 mg/L at hardness of 0 to 30 mg/L as CaCO3 218 mg/L at hardness of 31 to 75 mg/L as CaCO3 309 mg/L at hardness of 76 to 180mg/L as CaCO3 429 mg/L at hardness 181 to 250 mg/L as CaCO3Need to determine guideline based on site water for hardness greater than 250 mg/L as CaCO3.For screening purposes in this report, exceedance were flagged for sulphate greater than 429 mg/L at hardness greater than 250 mg/L as CaCO3.Note 1.9 for Total organic carbon:Recommended guideline for total organic carbon (TOC) is 30-day median ± 20% of the median background concentration.

Note 1.10 for Aluminum (dissolved):The maximum concentration of dissolved aluminum at any time should not exceed:1. 0.10 mg/L when the pH is greater than or equal to 6.52. The value (in mg/L) determined by the following relationship if pH less than 6.5 Dissolved Aluminum = e (1.209-2.426 (pH) + 0.286 (pH)²)The 30-day average concentration of dissolved aluminum (based on a minimum of 5 approximately weekly samples) should not exceed:1. 0.05 mg/L when the median pH over 30 days is greater than or equal to 6.52. the value determined by the following relationship at median pH less than 6.5 Dissolved Aluminum = e (1.6-3.327 (median pH) + 0.402 (median pH)²)Note 1.11 for Arsenic (dissolved):The recommended guideline is for total arsenic.Note 1.12 for Boron (dissolved):The recommended guideline is for total boron.Note 1.13 for Cadmium (dissolved):The guideline for cadmium is determined on a site-specific basis according to the local water hardness. The guideline for cadmium (dissolved) in μg/L is determined by the following equations for short term exposure:1. If hardness (as CaCO3) is less than 7 mg/L then maximum is 0.0380 μg/L2. If hardness (as CaCO3) is from 7 to 45 mg/L then maximum is based on equation:e to the power of {1.03[ln(hardness)] - 5.274} 3. If hardness (as CaCO3) is greater than 455 mg/L then maximum is 2.8 μg/L. When water hardness is greater than the upper bound (i.e., highest water hardness tested), a site-specific assessment may be required.Note 1.14 for Cobalt (dissolved):The interim maximum concentration for total cobalt is 110 µg/L to protect aquatic life in the freshwater environment from acute effects of cobalt.The interim 30-day average concentration for total cobalt (based on five weekly samples) is 4 µg/L to protect aquatic life from chronic effects of cobalt.Note 1.15 for Copper (dissolved):The maximum concentration of total copper should not exceed at any time the numerical value (in µg/L) given by the formula "0.094(hardness)+2", where water hardness is reported as mg/L CaCO3.The 30-day average concentration of total copper (based on a minimum of 5 approximately weekly samples) should not exceed 2 µg/L when average water hardness over the same period (expressed as mg/L CaCO3) is less than 50 mg/L. When average water hardness is greater than 50 mg/L the 30-day average concentration should not exceed the numerical value (in µg/L) given by the formula "0.04(average hardness)", where water hardness is reported as mg/L CaCO3.



Note 1.16 for Lead (dissolved):The maximum guideline for total lead in water, at a water hardness less than or equal to 8 mg/L as CaCO3 is set at 3.0 µg/L. When water hardness exceeds 8.0 mg/L CaCO3 the maximum guideline for lead at any time is given by the following equation:Maximum Criteria (µg/L) = exp (1.273 ln(hardness) - 1.460).The 30-day average guideline for total lead in water, when water hardness exceeds 8 mg/L as CaCO3, is as follows:30-Day Average (µg/L) is less than or equal to 3.31 + exp (1.273 ln (mean hardness) - 4.704). For hardness less than or equal to 8.0 mg/L there is no 30-day average guideline; hence the maximum concentration of 3.0 µg/L is used.Note 1.17 for Manganese (dissolved):The maximum concentration of total manganese in mg/L at any time should not exceed the value as determined by the following relationship:0.01102 hardness + 0.54where water hardness is reported as mg/L of CaCO3.The 30-day mean concentration of total manganese in mg/L should be less than or equal to the value as determined by the following relationship:0.0044 hardness + 0.605where water hardness is reported as mg/L of CaCO3.Note 1.18 for Mercury (dissolved):The average concentration of total mercury in water as measured over a 30-day period (based on five weekly samples) should not exceed 0.02 µg/L when the methyl mercury (MeHg) constitutes less than or equal to 0.5% of the total mercury concentration. When the proportion of MeHg is greater than 0.5%, the guideline should be adjusted as indicated in the Table 1 and Table 4 of the BC MOE Overview Report - First Update, February 2001.There is no guideline maximum for total mercury in water, for freshwater aquatic life.Note 1.19 for Molybdenum (dissolved):The maximum concentration for total molybdenum is 2 mg/L.The 30-day average concentration for total molybdenum (based on at least five weekly samples in a period of 30 days) is less than or equal to 1 mg/L.Note 1.20 for Selenium (dissolved):The 30-day average water quality guideline for protection of aquatic life is 2 µg/L determined as the mean concentration of 5 evenly spaced samples collected over 30 days, and measured as total selenium.The 30-day average alert concentration for the protection of aquatic life in sensitive ecosystems is 1 µg/L determined as the mean concentration of 5 evenly spaced samples collected over 30 days, and measured as total selenium.Note 1.21 for Silver (dissolved):The guideline maximum for total silver is:0.1 μg/L maximum if hardness less than or equal to 100 mg/L3.0 μg/L maximum if hardness greater than 100 mg/L.The guideline 30-day average for total silver is:0.05 μg/L as 30-day mean if hardness less than or equal to 100 mg/L1.5 μg/L as 30-day mean if hardness greater than 100 mg/L.Note 1.22 for Zinc (dissolved):



The maximum concentration of total zinc (µg/L) at any time should not exceed 33 µg/L when water hardness is less than or equal to 90 mg/L as CaCO3.When water hardness exceeds 90 mg/L CaCO3, the guideline maximum in μg/L for total zinc is the value determined by the following relationship:33 + 0.75 * (hardness - 90)where water hardness is reported as mg/L of CaCO3.The 30-day average concentration of total zinc (µg/L) at any time should not exceed 7.5 µg/L when water hardness is less than or equal to 90 mg/L as CaCO3.When water hardness exceeds 90 mg/L CaCO3, the guideline maximum in μg/L for total zinc is the value determined by the following relationship:7.5 + 0.75 * (hardness - 90)where water hardness is reported as mg/L of CaCO3.Note 1.23 for Ammonia (total, as N):The maximum guideline for ammonia varies as a function of pH and temperature. See Table 3 in Overview Report Update September 2009. The 30-day average guideline for ammonia varies as a function of pH and temperature. See Table 4 in Overview Report Update September 2009. / The lab pH and field temperature results were used for determining the maximum ammonia for this report. If a lab pH result was not available then the field pH result was used.Note 1.24 for Nitrate (as N):The guideline maximum for nitrate (as N) is 32.8 mg/l.The 30-day average guideline for nitrate (as N) is 3.0 mg /L. The 30-day average (chronic) concentration is based on 5 weekly samples collected within a 30-day period.Where nitrate and nitrite are present, the total nitrate+nitrite nitrogen should not exceed these values.Note 1.25 for Nitrate + Nitrite (as N) (calculated):The guideline maximum for nitrate (as N) is 32.8 mg/l.The 30-day average guideline for nitrate (as N) is 3.0 mg /L. The 30-day average (chronic) concentration is based on 5 weekly samples collected within a 30-day period.Where nitrate and nitrite are present, the total nitrate+nitrite nitrogen should not exceed these values.Note 1.26 for Nitrite (as N):The guideline maximum for nitrite as N is:0.06 mg/L if chloride less than 2 mg/L 0.12 mg/L if chloride is 2 to 4 mg/L 0.18 mg/L if chloride is 4 to 6 mg/L 0.24 mg/L if chloride is 6 to 8 mg/L 0.30 mg/L if chloride is 8 to 10 mg/L 0.60 mg/L if chloride is greater than 10 mg/L.The guideline 30-day average for nitrite as N is:0.02 mg/L if chloride less than 2 mg/L 0.04 mg/L if chloride is 2 to 4 mg/L 0.06 mg/L if chloride is 4 to 6 mg/L 0.08 mg/L if chloride is 6 to 8 mg/L 0.10 mg/L if chloride is 8 to 10 mg/L 0.20 mg/L if chloride is greater than 10 mg/L.Note 1.27 for Phosphorus (dissolved, by ICPMS/ICPOES):



Streams: None proposed for streams.Lakes: It is not possible to specify a single phosphorous concentration to achieve protection of aquatic life in lakes. A range of total phosphorous concentrations (5-15 µg/L) is suggested as the criterion which can be used as the basis for site specific water quality objectives.Note 1.28 for Phosphorus (total, APHA 4500-P):Streams: None proposed for streams.Lakes: It is not possible to specify a single phosphorous concentration to achieve protection of aquatic life in lakes. A range of total phosphorous concentrations (5-15 µg/L) is suggested as the criterion which can be used as the basis for site specific water quality objectives.2. Notes for Working Water Quality Guidelines for British Columbia for freshwater aquatic life (BCWWQG AL)General Notes:Reference: Working Water Quality Guidelines for British Columbia (2015). WWQG values are long-term (i.e. average) concentrations unless identified as a short-term maximum in the “Notes” for a specific analyte. Long-term WWQGs represent average substance concentrations calculated from 5 samples in 30 days. WWQG are given for total substance concentrations unless otherwise noted.Note 2.1 for Alkalinity (total, as CaCO3):The guideline for alkalinity (total as CaCO3) is as follows:- Less than 10 mg/L, highly sensitive to acid inputs- 10 to 20 mg/L, moderately sensitive to acid inputs- Greater than 20 mg/L, low sensitivity to acid inputs.Note 2.2 for Antimony (dissolved):The guideline is for antimony (III).Note 2.3 for Calcium (dissolved):The guideline for dissolved calcium in mg/L is as follows:- Less than 4, highly sensitive to acid inputs- 4 to 8, moderately sensitive- Greater than 8, low sensitivity.Note 2.4 for Chromium (dissolved):The guideline for Cr(VI) is 1 µg/L (total). The guideline for Cr(III) is 8.9 µg/L (total). The guideline of 1 µg/L for Cr(VI) was used, in this report, to identify exceedances for dissolved chromium, and total chromium as a means for determining the potential for exceeding the Cr(VI) and/or Cr(III) guidelines.Note 2.5 for Nickel (dissolved):The guideline for nickel in μg/L is determined as follows:When the water hardness is 0 to ≤ 60 mg/L, the maximum is 25 µg/LAt hardness > 60 to ≤ 180 mg/L the maximum is calculated using the equation:e raised to the power of {0.76[ln(hardness)] + 1.06}At hardness >180 mg/L, the maximum is 150 µg/LWhere water hardness is reported as mg/L CaCO3.If the water hardness is unknown, the maximum is 25 µg/L.Note 2.6 for Thallium (dissolved):30-day average, site-specific objective for the lower Columbia River, BC3. Notes for BC Source Drinking Water Quality Guidelines - Aesthetic Objectives (2017 and updates) (BC SDWQG AO)General Notes:The source drinking water quality guidelines presented in this document apply to the ambient water before it is treated and distributed for domestic use. The guidelines apply to drinking water sources from surface water and groundwater.Metal guidelines are based on total concentrations.



Note 3.1 for Phosphorus (dissolved, by ICPMS/ICPOES):The AO for lakes is 0.01 mg/L. For lakes with residence time > 6 months, measure total P during spring overturn. For lakes with residence time < 6 months, measure mean epilimnetic total P during the growing season (ENV 1985).Note 3.2 for Phosphorus (total, APHA 4500-P):The AO for lakes is 0.01 mg/L. For lakes with residence time > 6 months, measure total P during spring overturn. For lakes with residence time < 6 months, measure mean epilimnetic total P during the growing season (ENV 1985).


32

APPENDIX C - Analytical Laboratory Reports

[This report shall not be reproduced except in full without the written authority of the Laboratory.]

26-JUN-18

Lab Work Order #: L2118643

Date Received:REGIONAL DISTRICT OF NORTH OKANAGAN

9848 Aberdeen RoadColdstream BC V1B 2K9

ATTN: Jamie Jaffary FINAL 10-JUL-18 17:37 (MT)Report Date:

Version:

Certificate of Analysis

ALS CANADA LTD Part of the ALS Group An ALS Limited Company

____________________________________________

Joanne LeeSales Associate

ADDRESS: 8081 Lougheed Hwy, Suite 100, Burnaby, BC V5A 1W9 Canada | Phone: +1 604 253 4188 | Fax: +1 604 253 6700

Client Phone: 250-550-3680

10014,1417Job Reference: 66670Project P.O. #:

C of C Numbers:LRDFLegal Site Desc:

10-JUL-18 17:37 (MT)

Sample ID Description

Client ID

Sampled Date

Grouping Analyte

Sampled Time

ALS ENVIRONMENTAL ANALYTICAL REPORT

L2118643 CONTD....

2PAGE of

* Please refer to the Reference Information section for an explanation of any qualifiers detected.

Version: FINAL

6

WATER

WATER WATER WATER25-JUN-18 25-JUN-18 25-JUN-18

CMW04-3 DMW-4 DUPLICATE

L2118643-1 L2118643-2 L2118643-3

10:00 10:55

Colour, True (CU)

Conductivity (uS/cm)

Hardness (as CaCO3) (mg/L)

pH (pH)

Alkalinity, Total (as CaCO3) (mg/L)

Ammonia, Total (as N) (mg/L)

Chloride (Cl) (mg/L)

Nitrate (as N) (mg/L)

Nitrite (as N) (mg/L)

Total Kjeldahl Nitrogen (mg/L)

Phosphorus (P)-Total (mg/L)

Sulfate (SO4) (mg/L)

Total Organic Carbon (mg/L)

Dissolved Mercury Filtration Location

Dissolved Metals Filtration Location

Aluminum (Al)-Dissolved (mg/L)

Antimony (Sb)-Dissolved (mg/L)

Arsenic (As)-Dissolved (mg/L)

Barium (Ba)-Dissolved (mg/L)

Beryllium (Be)-Dissolved (mg/L)

Bismuth (Bi)-Dissolved (mg/L)

Boron (B)-Dissolved (mg/L)

Cadmium (Cd)-Dissolved (mg/L)

Calcium (Ca)-Dissolved (mg/L)

Cesium (Cs)-Dissolved (mg/L)

Chromium (Cr)-Dissolved (mg/L)

Cobalt (Co)-Dissolved (mg/L)

Copper (Cu)-Dissolved (mg/L)

Iron (Fe)-Dissolved (mg/L)

Lead (Pb)-Dissolved (mg/L)

Lithium (Li)-Dissolved (mg/L)

Magnesium (Mg)-Dissolved (mg/L)

Manganese (Mn)-Dissolved (mg/L)

Mercury (Hg)-Dissolved (mg/L)

Molybdenum (Mo)-Dissolved (mg/L)

Nickel (Ni)-Dissolved (mg/L)

<5.0 <5.0 <5.0

878 454 457

491 221 225

7.86 8.24 8.28

400 201 201

<0.0050 0.0684 0.0682

28.5 0.97 0.97

1.79 0.153 0.152

<0.0050 <0.0010 0.0014

0.172 0.113 0.103

0.0045 0.0193 0.0193

56.1 50.1 50.1

0.90 0.56 <0.50

FIELD FIELD FIELD

FIELD FIELD FIELD

0.0013 <0.0010 <0.0010

<0.00010 <0.00010 <0.00010

0.00010 0.00051 0.00050

0.0691 0.0384 0.0397

<0.00010 <0.00010 <0.00010

<0.000050 <0.000050 <0.000050

<0.010 <0.010 <0.010

0.0000256 0.0000098 0.0000090

145 68.1 69.3

<0.000010 <0.000010 <0.000010

0.00065 <0.00010 <0.00010

<0.00010 <0.00010 <0.00010

0.00043 0.00115 0.00127

<0.010 <0.010 <0.010

<0.000050 0.000121 0.000122

0.0119 0.0018 0.0018

31.1 12.3 12.6

<0.00010 0.00571 0.00554

<0.0000050 <0.0000050 <0.0000050

0.00329 0.00766 0.00774

0.00081 <0.00050 <0.00050

Physical Tests

Anions and Nutrients

Organic / Inorganic Carbon

Dissolved Metals

DLDS

TKNI

10-JUL-18 17:37 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2118643 CONTD....

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Version: FINAL

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WATER

WATER WATER WATER25-JUN-18 25-JUN-18 25-JUN-18

CMW04-3 DMW-4 DUPLICATE

L2118643-1 L2118643-2 L2118643-3

10:00 10:55

Phosphorus (P)-Dissolved (mg/L)

Potassium (K)-Dissolved (mg/L)

Rubidium (Rb)-Dissolved (mg/L)

Selenium (Se)-Dissolved (mg/L)

Silicon (Si)-Dissolved (mg/L)

Silver (Ag)-Dissolved (mg/L)

Sodium (Na)-Dissolved (mg/L)

Strontium (Sr)-Dissolved (mg/L)

Sulfur (S)-Dissolved (mg/L)

Tellurium (Te)-Dissolved (mg/L)

Thallium (Tl)-Dissolved (mg/L)

Thorium (Th)-Dissolved (mg/L)

Tin (Sn)-Dissolved (mg/L)

Titanium (Ti)-Dissolved (mg/L)

Tungsten (W)-Dissolved (mg/L)

Uranium (U)-Dissolved (mg/L)

Vanadium (V)-Dissolved (mg/L)

Zinc (Zn)-Dissolved (mg/L)

Zirconium (Zr)-Dissolved (mg/L)

BOD (mg/L)

COD (mg/L)

Benzene (mg/L)

Ethylbenzene (mg/L)

Methyl t-butyl ether (MTBE) (mg/L)

Styrene (mg/L)

Toluene (mg/L)

ortho-Xylene (mg/L)

meta- & para-Xylene (mg/L)

Xylenes (mg/L)

Surrogate: 4-Bromofluorobenzene (SS) (%)

Surrogate: 1,4-Difluorobenzene (SS) (%)

<0.050 <0.050 <0.050

4.40 3.27 3.32

0.00040 0.00091 0.00102

0.0133 0.000090 0.000119

11.2 9.77 9.62

<0.000010 <0.000010 <0.000010

10.9 10.5 10.8

0.827 0.506 0.508

21.0 17.8 17.8

<0.00020 <0.00020 <0.00020

<0.000010 <0.000010 <0.000010

<0.00010 <0.00010 <0.00010

<0.00010 <0.00010 <0.00010

<0.00030 <0.00030 <0.00030

<0.00010 <0.00010 <0.00010

0.0115 0.00209 0.00207

<0.00050 <0.00050 <0.00050

0.0021 0.0233 0.0240

<0.000060 <0.000060 <0.000060

<2.0 <2.0 <2.0

<20 <20 <20

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00045 <0.00045 <0.00045

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00075 <0.00075 <0.00075

92.5 94.0 90.2

91.0 89.4 90.5

Dissolved Metals

Aggregate Organics

Volatile Organic Compounds

Reference Information

DLDS

MS-B

TKNI

Detection Limit Raised: Dilution required due to high Dissolved Solids / Electrical Conductivity.

Matrix Spike recovery could not be accurately calculated due to high analyte background in sample.

TKN result may be biased low due to Nitrate interference. Nitrate-N is > 10x TKN.

Qualifiers for Individual Parameters Listed:

Description Qualifier

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L2118643 CONTD....

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ALK-TITR-VA

BOD5-VA

CARBONS-TOC-VA

CL-IC-N-VA

COD-COL-VA

COLOUR-TRUE-VA

EC-PCT-VA

EC-SCREEN-VA

HARDNESS-CALC-VA

HG-D-CVAA-VA

MET-D-CCMS-VA

Alkalinity Species by Titration

Biochemical Oxygen Demand- 5 day

Total organic carbon by combustion

Chloride in Water by IC

Chemical Oxygen Demand by Colorimetric

Colour (True) by Spectrometer

Conductivity (Automated)

Conductivity Screen (Internal Use Only)

Hardness

Diss. Mercury in Water by CVAAS or CVAFS

Dissolved Metals in Water by CRC ICPMS

This analysis is carried out using procedures adapted from APHA Method 2320 "Alkalinity". Total alkalinity is determined by potentiometric titration to apH 4.5 endpoint. Bicarbonate, carbonate and hydroxide alkalinity are calculated from phenolphthalein alkalinity and total alkalinity values.

This analysis is carried out using procedures adapted from APHA Method 5210 B - "Biochemical Oxygen Demand (BOD)". All forms of biochemical oxygen demand (BOD) are determined by diluting and incubating a sample for a specified time period, and measuring the oxygen depletion using a dissolved oxygen meter. Dissolved BOD (SOLUBLE) is determined by filtering the sample through a glass fibre filter prior to dilution. Carbonaceous BOD (CBOD) is determined by adding a nitrification inhibitor to the diluted sample prior to incubation.

This analysis is carried out using procedures adapted from APHA Method 5310 "Total Organic Carbon (TOC)".

Inorganic anions are analyzed by Ion Chromatography with conductivity and/or UV detection.

This analysis is carried out using procedures adapted from APHA Method 5220 "Chemical Oxygen Demand (COD)". Chemical oxygen demand is determined using the closed reflux colourimetric method.

This analysis is carried out using procedures adapted from British Columbia Environmental Manual "Colour- Single Wavelength." Colour (True Colour) is determined by filtering a sample through a 0.45 micron membrane filter followed by analysis of the filtrate using the platinum-cobalt colourimetric method.Colour measurements can be highly pH dependent, and apply to the pH of the sample as received (at time of testing), without pH adjustment. Concurrent measurement of sample pH is recommended.

This analysis is carried out using procedures adapted from APHA Method 2510 "Conductivity". Conductivity is determined using a conductivity electrode.

Qualitative analysis of conductivity where required during preparation of other tests - e.g. TDS, metals, etc.

Hardness (also known as Total Hardness) is calculated from the sum of Calcium and Magnesium concentrations, expressed in CaCO3 equivalents. Dissolved Calcium and Magnesium concentrations are preferentially used for the hardness calculation.

Water samples are filtered (0.45 um), preserved with hydrochloric acid, then undergo a cold-oxidation using bromine monochloride prior to reduction with stannous chloride, and analyzed by CVAAS or CVAFS.

Water samples are filtered (0.45 um), preserved with nitric acid, and analyzed by CRC ICPMS.

ALS Test Code Test Description

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

APHA 2320 Alkalinity

APHA 5210 B- BIOCHEMICAL OXYGEN DEMAND

APHA 5310B TOTAL ORGANIC CARBON (TOC)

EPA 300.1 (mod)

APHA 5220 D. CHEMICAL OXYGEN DEMAND

BCMOE Colour Single Wavelength

APHA 2510 Auto. Conduc.

APHA 2510

APHA 2340B

APHA 3030B/EPA 1631E (mod)

APHA 3030B/6020A (mod)

Method Reference** Matrix

Test Method References:

Version: FINAL

Applies to Sample Number(s)Parameter Qualifier

L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3L2118643-1, -2, -3

Barium (Ba)-DissolvedCalcium (Ca)-DissolvedMagnesium (Mg)-DissolvedPotassium (K)-DissolvedSilicon (Si)-DissolvedSodium (Na)-DissolvedStrontium (Sr)-DissolvedSulfur (S)-DissolvedUranium (U)-DissolvedSulfate (SO4)

MS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-B

QC Samples with Qualifiers & Comments:

Matrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix Spike

QC Type Description

6

Reference Information 10-JUL-18 17:37 (MT)

L2118643 CONTD....

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NH3-F-VA

NO2-L-IC-N-VA

NO3-L-IC-N-VA

P-T-PRES-COL-VA

PH-PCT-VA

SO4-IC-N-VA

TKN-F-VA

VOC7-HSMS-VA

VOC7/VOC-SURR-MS-VA

XYLENES-CALC-VA

Ammonia in Water by Fluorescence

Nitrite in Water by IC (Low Level)

Nitrate in Water by IC (Low Level)

Total P in Water by Colour

pH by Meter (Automated)

Sulfate in Water by IC

TKN in Water by Fluorescence

BTEX/MTBE/Styrene by Headspace GCMS

VOC7 and/or VOC Surrogates for Waters

Sum of Xylene Isomer Concentrations

Method Limitation (re: Sulfur): Sulfide and volatile sulfur species may not be recovered by this method.

This analysis is carried out, on sulfuric acid preserved samples, using procedures modified from J. Environ. Monit., 2005, 7, 37 - 42, The Royal Societyof Chemistry, "Flow-injection analysis with fluorescence detection for the determination of trace levels of ammonium in seawater", Roslyn J. Waston et al.



This analysis is carried out using procedures adapted from APHA Method 4500-P "Phosphorus". Total Phosphorus is determined colourimetrically after persulphate digestion of the sample.Samples with very high dissolved solids (i.e. seawaters, brackish waters) may produce a negative bias by this method. Alternate methods are available for these types of samples.

Arsenic (5+), at elevated levels, is a positive interference on colourimetric phosphate analysis.

This analysis is carried out using procedures adapted from APHA Method 4500-H "pH Value". The pH is determined in the laboratory using a pH electrode

It is recommended that this analysis be conducted in the field.


This analysis is carried out using procedures adapted from APHA Method 4500-Norg D. "Block Digestion and Flow Injection Analysis". Total Kjeldahl Nitrogen is determined using block digestion followed by Flow-injection analysis with fluorescence detection.

The water sample, with added reagents, is heated in a sealed vial to equilibrium. The headspace from the vial is transfered into a gas chromatograph. Target compound concentrations are measured using mass spectrometry detection.

Calculation of Total Xylenes

Total Xylenes is the sum of the concentrations of the ortho, meta, and para Xylene isomers. Results below detection limit (DL) are treated as zero. The DL for Total Xylenes is set to a value no less than the square root of the sum of the squares of the DLs of the individual Xylenes.

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

J. ENVIRON. MONIT., 2005, 7, 37-42, RSC

EPA 300.1 (mod)

EPA 300.1 (mod)

APHA 4500-P Phosphorus

APHA 4500-H pH Value

EPA 300.1 (mod)

APHA 4500-NORG D.

EPA 5021A/8260C

EPA 5035A/5021A/8260C

CALCULATION

** ALS test methods may incorporate modifications from specified reference methods to improve performance.

The last two letters of the above test code(s) indicate the laboratory that performed analytical analysis for that test. Refer to the list below:

Laboratory Definition Code Laboratory Location

VA ALS ENVIRONMENTAL - VANCOUVER, BRITISH COLUMBIA, CANADA

Chain of Custody Numbers:

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GLOSSARY OF REPORT TERMSSurrogate - A compound that is similar in behaviour to target analyte(s), but that does not occur naturally in environmental samples. Forapplicable tests, surrogates are added to samples prior to analysis as a check on recovery.mg/kg - milligrams per kilogram based on dry weight of sample.mg/kg wwt - milligrams per kilogram based on wet weight of sample.mg/kg lwt - milligrams per kilogram based on lipid-adjusted weight of sample.mg/L - milligrams per litre.< - Less than.D.L. - The reported Detection Limit, also known as the Limit of Reporting (LOR).N/A - Result not available. Refer to qualifier code and definition for explanation.

Test results reported relate only to the samples as received by the laboratory.UNLESS OTHERWISE STATED, ALL SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION.Analytical results in unsigned test reports with the DRAFT watermark are subject to change, pending final QC review.

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Client ID

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Sampled Time


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WATER

Water Water26-JUN-18 26-JUN-18

MW02-3 MW16-02

L2119486-1 L2119486-2

10:11 13:00

Colour, True (CU)



pH (pH)

































<5.0 <5.0

1080 565

718 390

7.88 8.03

427 254

0.0136 0.0084

44.2 8.44

1.82 4.63

<0.0050 0.0018

0.653 0.422

0.261 0.0148

126 28.4

5.39 2.13

LAB LAB

LAB LAB

<0.0010 <0.0010

<0.00010 <0.00010

0.00014 0.00013

0.109 0.0746

<0.00010 <0.00010

<0.000050 <0.000050

0.043 <0.010

0.000593 0.0000351

233 131

<0.000010 <0.000010

<0.00010 <0.00010

0.00152 0.00012

0.00190 0.00030

0.013 0.017

<0.000050 <0.000050

0.0185 0.0107

33.4 15.4

0.425 0.0363

<0.0000050 <0.0000050

0.00530 0.00337

0.0164 0.00135

Physical Tests



Dissolved Metals

DLDS

TKNI

12-JUL-18 18:23 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2119486 CONTD....

3PAGE of


Version: FINAL

5

WATER

Water Water26-JUN-18 26-JUN-18

MW02-3 MW16-02

L2119486-1 L2119486-2

10:11 13:00




















BOD (mg/L)

COD (mg/L)

Benzene (mg/L)

Ethylbenzene (mg/L)


Styrene (mg/L)

Toluene (mg/L)

ortho-Xylene (mg/L)


Xylenes (mg/L)



0.297 <0.050

6.68 3.62

0.00122 0.00038

0.000601 0.00761

10.5 10.7

<0.000010 <0.000010

19.5 8.28

1.10 0.538

40.3 9.83

<0.00020 <0.00020

0.000018 <0.000010

<0.00010 <0.00010

<0.00010 <0.00010

<0.00030 <0.00030

<0.00010 <0.00010

0.0166 0.00490

<0.00050 <0.00050

0.0219 0.0013

<0.000060 <0.000060

5.2 <2.0

<20 <20

<0.00050 <0.00050

<0.00050 <0.00050

<0.00050 <0.00050

<0.00050 <0.00050

<0.00045 <0.00045

<0.00050 <0.00050

<0.00050 <0.00050

<0.00075 <0.00075

100.9 92.6

96.4 91.7

Dissolved Metals

Aggregate Organics



DLDS

MS-B

TKNI






12-JUL-18 18:23 (MT)

L2119486 CONTD....

4PAGE of

ALK-TITR-VA

BOD5-VA

CARBONS-TOC-VA

CL-IC-N-VA

COD-COL-VA

COLOUR-TRUE-VA

EC-PCT-VA

EC-SCREEN-VA

HARDNESS-CALC-VA

HG-D-CVAA-VA

MET-D-CCMS-VA

NH3-F-VA









Hardness

















Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water




EPA 300.1 (mod)




APHA 2510

APHA 2340B






Version: FINAL


L2119486-1L2119486-1, -2L2119486-1, -2L2119486-1, -2L2119486-1, -2L2119486-1, -2

Total Organic CarbonBarium (Ba)-DissolvedCalcium (Ca)-DissolvedMagnesium (Mg)-DissolvedSodium (Na)-DissolvedStrontium (Sr)-Dissolved

MS-BMS-BMS-BMS-BMS-BMS-B


Matrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix Spike

QC Type Description

5


L2119486 CONTD....

5PAGE of

NO2-L-IC-N-VA

NO3-L-IC-N-VA

P-T-PRES-COL-VA

PH-PCT-VA

SO4-IC-N-VA

TKN-F-VA

VOC7-HSMS-VA

VOC7/VOC-SURR-MS-VA

XYLENES-CALC-VA






















Water

Water

Water

Water

Water

Water

Water

Water

Water

EPA 300.1 (mod)

EPA 300.1 (mod)



EPA 300.1 (mod)

APHA 4500-NORG D.

EPA 5021A/8260C

EPA 5035A/5021A/8260C

CALCULATION








Version: FINAL

5


28-JUN-18





Version:



____________________________________________






13-JUL-18 17:58 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2120724 CONTD....

2PAGE of


Version: FINAL

6

WATER

Water Water Water27-JUN-18 27-JUN-18 27-JUN-18

MW16-01 MW02-1 DMW-1A

L2120724-1 L2120724-2 L2120724-3

09:10 11:08 12:10

Colour, True (CU)



pH (pH)



Bromide (Br) (mg/L)


Fluoride (F) (mg/L)




























<5.0 <5.0 <5.0

1310 956 648

813 647 271

7.76 7.78 8.30

471 342 220

<0.0050 <0.0050 <0.0050

<5.0 <0.25 <0.050

123 68.9 68.7

<2.0 0.12 0.118

1.29 0.934 0.912

<0.10 <0.0050 <0.0010

0.164 0.246 0.109

0.0396 0.098 <0.0020

56 75.4 74.7

1.38 1.95 0.90

FIELD FIELD FIELD

FIELD FIELD LAB

<0.0010 0.0012 <0.0010

<0.00010 <0.00010 <0.00010

<0.00010 0.00022 <0.00010

0.149 0.102 0.0136

<0.00010 <0.00010 <0.00010

<0.000050 <0.000050 <0.000050

<0.010 <0.010 0.019

0.000388 0.0000956 0.0000104

252 192 72.2

<0.000010 <0.000010 0.000442

<0.00010 <0.00010 <0.00010

0.00078 <0.00010 <0.00010

<0.00020 0.00033 0.0104

0.018 <0.010 <0.010

<0.000050 <0.000050 0.000203

0.0228 0.0136 0.0070

44.5 40.5 22.1

0.106 0.00406 0.00526

<0.0000050 <0.0000050 <0.0000050

Physical Tests



Dissolved Metals

DLDS DLDS

DLDS

DLDS DLDS

13-JUL-18 17:58 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2120724 CONTD....

3PAGE of


Version: FINAL

6

WATER

Water Water Water27-JUN-18 27-JUN-18 27-JUN-18

MW16-01 MW02-1 DMW-1A

L2120724-1 L2120724-2 L2120724-3

09:10 11:08 12:10






















BOD (mg/L)

COD (mg/L)

Benzene (mg/L)

Ethylbenzene (mg/L)


Styrene (mg/L)

Toluene (mg/L)

ortho-Xylene (mg/L)


Xylenes (mg/L)



0.00239 0.00520 0.00687

0.0102 0.00188 0.00082

<0.050 0.090 <0.050

5.85 5.55 4.69

0.00033 0.00120 0.00439

0.00177 0.0335 0.000085

12.9 10.2 7.82

<0.000010 <0.000010 <0.000010

36.1 11.5 47.2

1.50 1.12 0.734

22.1 29.2 45.6

<0.00020 <0.00020 <0.00020

0.000011 <0.000010 <0.000010

<0.00010 <0.00010 <0.00010

<0.00010 <0.00010 <0.00010

<0.00030 <0.00030 <0.00030

<0.00010 <0.00010 0.00136

0.0183 0.0214 0.00403

<0.00050 <0.00050 <0.00050

0.0043 0.0033 0.0150

<0.000060 <0.000060 <0.000060

<2.0 2.3 <2.0

<20 <20 <20

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00045 <0.00045 <0.00045

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00075 <0.00075 <0.00075

100.3 103.6 101.8

98.5 97.8 100.6

Dissolved Metals

Aggregate Organics



DLDS

MS-B





13-JUL-18 17:58 (MT)

L2120724 CONTD....

4PAGE of

ALK-TITR-VA

BOD5-VA

BR-L-IC-N-VA

CARBONS-TOC-VA

CL-IC-N-VA

COD-COL-VA

COLOUR-TRUE-VA

EC-PCT-VA

EC-SCREEN-VA



Bromide in Water by IC (Low Level)
















Water

Water

Water

Water

Water

Water

Water

Water

Water



EPA 300.1 (mod)


EPA 300.1 (mod)




APHA 2510



Version: FINAL


L2120724-1, -2L2120724-3L2120724-3L2120724-1, -2L2120724-3L2120724-1, -2L2120724-3L2120724-1, -2L2120724-1, -2L2120724-1, -2L2120724-1, -2L2120724-1, -2L2120724-3L2120724-1, -2L2120724-1, -2L2120724-1, -2L2120724-1, -2, -3

Total Organic CarbonTotal Organic CarbonTotal Organic CarbonBarium (Ba)-DissolvedCalcium (Ca)-DissolvedCalcium (Ca)-DissolvedMagnesium (Mg)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-DissolvedPotassium (K)-DissolvedSilicon (Si)-DissolvedSodium (Na)-DissolvedStrontium (Sr)-DissolvedStrontium (Sr)-DissolvedSulfur (S)-DissolvedUranium (U)-DissolvedSulfate (SO4)

MS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-BMS-B


Matrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix Spike

QC Type Description

6


L2120724 CONTD....

5PAGE of

F-IC-N-VA

HARDNESS-CALC-VA

HG-D-CVAA-VA

MET-D-CCMS-VA

NH3-F-VA

NO2-L-IC-N-VA

NO3-L-IC-N-VA

P-T-PRES-COL-VA

PH-PCT-VA

SO4-IC-N-VA

TKN-F-VA

VOC7-HSMS-VA

VOC7/VOC-SURR-MS-VA

XYLENES-CALC-VA

Fluoride in Water by IC

Hardness































Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

EPA 300.1 (mod)

APHA 2340B




EPA 300.1 (mod)

EPA 300.1 (mod)



EPA 300.1 (mod)

APHA 4500-NORG D.

EPA 5021A/8260C

EPA 5035A/5021A/8260C

CALCULATION





Version: FINAL

6


L2120724 CONTD....

6PAGE of




Version: FINAL

6


02-OCT-18




ATTN: Jamie Jaffary FINAL 19-OCT-18 17:44 (MT)Report Date:

Version:



____________________________________________

Joanne LeeAccount Manager




17-692718C of C Numbers:LRDFLegal Site Desc:

19-OCT-18 17:44 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2174224 CONTD....

2PAGE of


Version: FINAL

6

WATER

Water Water01-OCT-18 01-OCT-18

CMW04-3 DMW-4

L2174224-1 L2174224-2

11:40 13:40

Colour, True (CU)



pH (pH)

































<5.0 <5.0

709 454

377 220

8.08 8.42

307 201

<0.0050 0.0828

31.0 0.97

1.64 0.0202

<0.0050 0.0017

0.162 0.183

0.0047 0.0186

37.3 49.3

0.90 0.56

FIELD FIELD

FIELD FIELD

<0.0010 <0.0010

<0.00010 <0.00010

0.00010 0.00056

0.0577 0.0379

<0.00010 <0.00010

<0.000050 <0.000050

<0.010 <0.010

0.0000239 0.0000122

114 68.1

<0.000010 <0.000010

0.00068 0.00011

<0.00010 <0.00010

0.00063 <0.00020

<0.010 <0.010

<0.000050 0.000080

0.0113 0.0020

22.5 12.1

<0.00010 0.00763

<0.0000050 <0.0000050

0.00463 0.0102

<0.00050 <0.00050

Physical Tests



Dissolved Metals

DLDS

TKNI

19-OCT-18 17:44 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2174224 CONTD....

3PAGE of


Version: FINAL

6

WATER


CMW04-3 DMW-4

L2174224-1 L2174224-2

11:40 13:40




















BOD (mg/L)

COD (mg/L)

Benzene (mg/L)

Ethylbenzene (mg/L)


Styrene (mg/L)

Toluene (mg/L)

ortho-Xylene (mg/L)


Xylenes (mg/L)



<0.050 <0.050

3.96 3.31

0.00030 0.00096

0.0138 0.000241

9.80 9.29

<0.000010 <0.000010

9.79 10.8

0.686 0.483

12.7 16.7

<0.00020 <0.00020

<0.000010 <0.000010

<0.00010 <0.00010

<0.00010 <0.00010

<0.00030 <0.00030

<0.00010 <0.00010

0.00861 0.00304

<0.00050 <0.00050

0.0017 0.0198

<0.000060 <0.000060

<2.0 <2.0

<20 <20

<0.00050 <0.00050

<0.00050 <0.00050

<0.00050 <0.00050

<0.00050 <0.00050

<0.00045 <0.00045

<0.00050 <0.00050

<0.00050 <0.00050

<0.00075 <0.00075

96.0 100.6

99.0 92.6

Dissolved Metals

Aggregate Organics


HTD HTD


DLDS

HTD

MS-B

TKNI


Hold time exceeded for re-analysis or dilution, but initial testing was conducted within hold time.





19-OCT-18 17:44 (MT)

L2174224 CONTD....

4PAGE of

ALK-TITR-VA

BOD5-VA

CARBONS-TOC-VA

CL-IC-N-VA

COD-COL-VA

COLOUR-TRUE-VA

EC-PCT-VA

EC-SCREEN-VA

HARDNESS-CALC-VA

HG-D-CVAA-VA

MET-D-CCMS-VA









Hardness
















Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water




EPA 300.1 (mod)




APHA 2510

APHA 2340B





Version: FINAL


L2174224-1, -2L2174224-1, -2L2174224-1, -2L2174224-1, -2L2174224-1, -2L2174224-1, -2L2174224-1, -2

Barium (Ba)-DissolvedCalcium (Ca)-DissolvedMagnesium (Mg)-DissolvedSodium (Na)-DissolvedStrontium (Sr)-DissolvedUranium (U)-DissolvedSulfate (SO4)

MS-BMS-BMS-BMS-BMS-BMS-BMS-B


Matrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix Spike

QC Type Description

6

Reference Information 19-OCT-18 17:44 (MT)

L2174224 CONTD....

5PAGE of

NH3-F-VA

NO2-L-IC-N-VA

NO3-L-IC-N-VA

P-T-PRES-COL-VA

PH-PCT-VA

SO4-IC-N-VA

TKN-F-VA

VOC7-HSMS-VA

VOC7/VOC-SURR-MS-VA

XYLENES-CALC-VA























Water

Water

Water

Water

Water

Water

Water

Water

Water

Water


EPA 300.1 (mod)

EPA 300.1 (mod)



EPA 300.1 (mod)

APHA 4500-NORG D.

EPA 5021A/8260C

EPA 5035A/5021A/8260C

CALCULATION






17-692718

Version: FINAL

6


L2174224 CONTD....

6PAGE of



Version: FINAL

6


03-OCT-18





Version:



____________________________________________





17-692719, 17-6923720C of C Numbers:LRDFLegal Site Desc:

24-OCT-18 18:07 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2175083 CONTD....

2PAGE of


Version: FINAL

5

WATER


MW02-3 DMW-1A

L2175083-1 L2175083-2

12:06 14:15

Colour, True (CU)



pH (pH)

































<5.0 <5.0

919 658

621 251

7.36 7.94

372 236

<0.0050 <0.0050

32.4 <2.5

1.23 0.037

<0.0050 <0.0050

0.159 <0.050

0.0096 <0.0020

94.8 123

2.34 0.94

FIELD FIELD

FIELD FIELD

0.0010 <0.0010

<0.00010 <0.00010

0.00013 <0.00010

0.0944 0.0150

<0.00010 <0.00010

<0.000050 <0.000050

0.046 0.019

0.000481 0.0000157

206 69.6

<0.000010 0.000384

0.00010 0.00016

0.00122 <0.00010

0.00097 0.00889

0.084 <0.010

0.000160 0.000196

0.0162 0.0071

25.9 18.8

0.384 0.00030

<0.0000050 <0.0000050

0.00505 0.00707

0.0136 0.00057

Physical Tests



Dissolved Metals

DLDS

DLDS DLDS

24-OCT-18 18:07 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2175083 CONTD....

3PAGE of


Version: FINAL

5

WATER


MW02-3 DMW-1A

L2175083-1 L2175083-2

12:06 14:15




















BOD (mg/L)

COD (mg/L)

Benzene (mg/L)

Ethylbenzene (mg/L)


Toluene (mg/L)

Xylenes (mg/L)



<0.050 <0.050

5.02 4.29

0.00085 0.00316

0.000558 0.000136

10.9 7.56

<0.000010 <0.000010

15.4 39.0

0.985 0.716

42.6 41.8

<0.00020 <0.00020

0.000017 <0.000010

<0.00010 <0.00010

<0.00010 <0.00010

<0.00030 <0.00030

<0.00010 0.00075

0.0161 0.00406

<0.00050 <0.00050

0.0078 0.0147

<0.000060 <0.000060

<2.0 <2.0

<20 <20

<0.00050 <0.00050

<0.00050 <0.00050

<0.00050 <0.00050

<0.00045 <0.00045

<0.00075 <0.00075

90.8 97.2

90.6 102.5

Dissolved Metals

Aggregate Organics



DLDS

MS-B





24-OCT-18 18:07 (MT)

L2175083 CONTD....

4PAGE of

ALK-TITR-VA

BOD5-VA

CARBONS-TOC-VA

CL-IC-N-VA

COD-COL-VA

COLOUR-TRUE-VA

EC-PCT-VA

EC-SCREEN-VA

HARDNESS-CALC-VA

HG-D-CVAA-VA

MET-D-CCMS-VA

NH3-F-VA









Hardness


















Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water




EPA 300.1 (mod)




APHA 2510

APHA 2340B






Version: FINAL


L2175083-1, -2L2175083-1, -2L2175083-1, -2L2175083-1, -2L2175083-1, -2

Barium (Ba)-DissolvedCalcium (Ca)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-DissolvedStrontium (Sr)-Dissolved

MS-BMS-BMS-BMS-BMS-B


Matrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix Spike

QC Type Description

5


L2175083 CONTD....

5PAGE of

NO2-L-IC-N-VA

NO3-L-IC-N-VA

P-T-PRES-COL-VA

PH-PCT-VA

SO4-IC-N-VA

TKN-F-VA

VOC7-HSMS-VA

VOC7/VOC-SURR-MS-VA

XYLENES-CALC-VA





















Water

Water

Water

Water

Water

Water

Water

Water

Water

EPA 300.1 (mod)

EPA 300.1 (mod)



EPA 300.1 (mod)

APHA 4500-NORG D.

EPA 5021A/8260C

EPA 5035A/5021A/8260C

CALCULATION








17-6923720 17-692719

Version: FINAL

5


04-OCT-18





Version:



____________________________________________





17-686282, 17-692721C of C Numbers:LRDFLegal Site Desc:

17-OCT-18 17:06 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2175829 CONTD....

2PAGE of


Version: FINAL

6

WATER

WATER WATER WATER03-OCT-18 03-OCT-18 03-OCT-18

MW02-1 MW16-01 MW16-02

L2175829-1 L2175829-2 L2175829-3

11:46 09:54 14:10

Colour, True (CU)



pH (pH)

































<5.0 <5.0 <5.0

991 1120 649

640 690 346

7.67 7.74 8.21

337 426 319

<0.0050 0.0054 0.0241

76.4 83.2 9.7

1.80 0.921 3.60

<0.0050 0.0769 <0.0050

0.291 0.189 0.399

0.118 0.0261 0.130

82.9 58.6 21.1

1.36 3.16 3.27

FIELD FIELD FIELD

FIELD FIELD FIELD

0.0011 <0.0010 0.0015

<0.00010 <0.00010 <0.00010

0.00022 0.00012 0.00045

0.108 0.141 0.0649

<0.00010 <0.00010 <0.00010

<0.000050 <0.000050 <0.000050

<0.010 <0.010 <0.010

0.000101 0.000262 0.0000465

193 212 119

<0.000010 <0.000010 <0.000010

0.00017 0.00015 0.00048

<0.00010 0.00041 <0.00010

0.00043 0.00021 0.00022

<0.010 0.032 0.470

0.000058 <0.000050 <0.000050

0.0156 0.0197 0.0091

38.0 39.1 12.0

0.00047 0.0619 0.0449

<0.0000050 <0.0000050 <0.0000050

0.00409 0.00221 0.00294

0.00181 0.00726 0.00134

Physical Tests



Dissolved Metals

DLDS DLDS

17-OCT-18 17:06 (MT)


Client ID

Sampled Date

Grouping Analyte

Sampled Time


L2175829 CONTD....

3PAGE of


Version: FINAL

6

WATER

WATER WATER WATER03-OCT-18 03-OCT-18 03-OCT-18

MW02-1 MW16-01 MW16-02

L2175829-1 L2175829-2 L2175829-3

11:46 09:54 14:10




















BOD (mg/L)

COD (mg/L)

Benzene (mg/L)

Ethylbenzene (mg/L)


Styrene (mg/L)

Toluene (mg/L)

ortho-Xylene (mg/L)


Xylenes (mg/L)



0.095 <0.050 0.076

5.17 5.12 3.32

0.00092 0.00031 0.00040

0.0627 0.00278 0.00727

9.29 11.9 10.2

<0.000010 <0.000010 <0.000010

12.9 27.4 6.34

1.07 1.32 0.489

30.4 21.3 7.82

<0.00020 <0.00020 <0.00020

<0.000010 0.000010 <0.000010

<0.00010 <0.00010 <0.00010

<0.00010 <0.00010 <0.00010

<0.00030 <0.00030 <0.00030

<0.00010 <0.00010 <0.00010

0.0224 0.0168 0.00405

<0.00050 <0.00050 <0.00050

0.0040 0.0031 0.0024

<0.000060 <0.000060 <0.000060

<2.0 <2.0 2.3

<20 <20 <20

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00045 <0.00045 <0.00045

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

<0.00075 <0.00075 <0.00075

93.5 91.6 90.8

102.7 103.3 102.1

Dissolved Metals

Aggregate Organics


HTD HTD HTD


DLDS

HTD

MS-B


Hold time exceeded for re-analysis or dilution, but initial testing was conducted within hold time.




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ALK-TITR-VA

BOD5-VA

CARBONS-TOC-VA

CL-IC-N-VA

COD-COL-VA

COLOUR-TRUE-VA

EC-PCT-VA

EC-SCREEN-VA

HARDNESS-CALC-VA

HG-D-CVAA-VA

MET-D-CCMS-VA

NH3-F-VA









Hardness

















Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water

Water




EPA 300.1 (mod)




APHA 2510

APHA 2340B






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L2175829-1, -2, -3L2175829-1, -2, -3L2175829-1, -2, -3L2175829-1, -2, -3L2175829-1, -2, -3L2175829-1, -2, -3

Barium (Ba)-DissolvedCalcium (Ca)-DissolvedMagnesium (Mg)-DissolvedManganese (Mn)-DissolvedStrontium (Sr)-DissolvedPhosphorus (P)-Total

MS-BMS-BMS-BMS-BMS-BMS-B


Matrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix SpikeMatrix Spike

QC Type Description

6


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NO2-L-IC-N-VA

NO3-L-IC-N-VA

P-T-PRES-COL-VA

PH-PCT-VA

SO4-IC-N-VA

TKN-F-VA

VOC7-HSMS-VA

VOC7/VOC-SURR-MS-VA

XYLENES-CALC-VA






















Water

Water

Water

Water

Water

Water

Water

Water

Water

EPA 300.1 (mod)

EPA 300.1 (mod)



EPA 300.1 (mod)

APHA 4500-NORG D.

EPA 5021A/8260C

EPA 5035A/5021A/8260C

CALCULATION






17-686282 17-692721

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10

ATTACHMENT B - Regional District of North Okanagan Municipal Solid Waste Management Bylaw No. 2659, 2014

REGIONAL DISTRICT OF NORTH OKANAGAN

BYLAW No. 2659

A bylaw to regulate the use of Regional District Recycling and Disposal Facilities and set fees for

the recycling and disposal of municipal solid waste at Regional District of North Okanagan Recycling and Disposal Facilities.

WHEREAS it is desirable to establish fees and set standards of use for recycling and disposal facilities owned and operated by the Regional District of North Okanagan in keeping with the Solid Waste Management Plan, environmental protection standards and to provide for the enforcement of these standards; AND WHEREAS, the Regional District of North Okanagan has established a local service to regulate, store and manage municipal solid waste and recyclable material by Bylaw 1352, being “Solid Waste Management Local Service Establishment Bylaw No. 1352, 1996”; AND WHEREAS the Regional District of North Okanagan has an approved Solid Waste Management Plan; AND WHEREAS Section 803(1) [Options for cost recovery] of the Local Government Act, states that Section 363 [Imposition of fees and charges] of the Local Government Act applies to Regional Districts in relation to their services; AND WHEREAS Section 363 [Imposition of fees and charges] of the Local Government Act provides that a Board of a Regional District may, by bylaw, impose a fee or charge payable in respect of all or part of a service of the Regional District; NOW THEREFORE, the Board of the Regional District of North Okanagan, in open meeting assembled ENACTS AS FOLLOWS: A. CITATION

1. This bylaw may be cited as "Municipal Solid Waste Management Bylaw No. 2659, 2014".

B. INTERPRETATION

1. Words or phrases defined in the British Columbia Interpretation Act, Community Charter, or Local Government Act or any successor legislation shall have the same meaning when used in this Bylaw unless otherwise defined in this Bylaw.

2. The headings contained in this Bylaw are for convenience only and are not to be construed as defining or in any way limiting the scope or the intent of the provisions of this Bylaw.

3. Any act or enactment referred to herein is a reference to an enactment of the Province of British Columbia and regulations thereto, as amended, revised, consolidated or replaced from time to time, and any Bylaw referred to herein (as may be cited by short title or otherwise) is a reference to an enactment of the Board of the Regional District of North Okanagan, as amended, revised, consolidated or replaced from time to time.

4. If any provision of this Bylaw is held to be invalid by a court of competent jurisdiction, the provision may be severed from the Bylaw and such invalidity shall not affect the validity of the remaining portions of this Bylaw.

Municipal Solid Waste Management Bylaw No. 2659, 2014 Page 2 of 17 C. SCHEDULES

1. The schedules listed below and annexed hereto shall be deemed to be an integral part of this Bylaw:

a) Schedule “A” – Recycling and Disposal Fees b) Schedule “B” – Regulated Material c) Schedule "C" – Recyclable Material

D. DEFINITIONS

1. In this bylaw, unless the context otherwise requires:

Adequately Secured means that Municipal Solid Waste is contained or immobilized in such a way that the Municipal Solid Waste cannot leak, spill, blow, fall or otherwise be dislodged from a vehicle and/or trailer attached to a vehicle entering and exiting a RDF. For an open truck box or trailer this means that a tarp and/or cargo net or equivalent secured to the truck box and/or trailer is required. The tarp and/or cargo net or equivalent must not be able to blow off, fall or otherwise be dislodged from a vehicle and/or trailer entering or exiting a RDF. Asphalt Roofing – Clean means loads containing exclusively waste asphalt roofing that is free of contamination other than nails and screws. This material is considered Municipal Solid Waste. Asphalt Roofing – Minor Contamination means loads containing primarily waste asphalt roofing that also contain minor amounts of contamination other than nails and screws such as paper, wood and miscellaneous refuse. This material is considered Municipal Solid Waste. Asphalt Roofing – Major Contamination means loads containing waste asphalt roofing that also contain major amounts of contamination other than nails and screws such as paper, wood and miscellaneous refuse. This material is considered Municipal Solid Waste. Batteries - Automotive means electro-chemical cells contained in plastic cases consisting of lead and lead oxide plates and containing a mixture of acids, which are used to supply an electric power source. This waste material is considered Municipal Solid Waste. Batteries - Household means rechargeable or non-rechargeable batteries commonly used for household purposes including, but not limited to A, AA, AAA, C, D, and 9 volt batteries. This waste material is considered Municipal Solid Waste. Biosolids means stabilized sewage sludge with more than 30% moisture resulting from a waste water treatment process. This waste material is not considered Municipal Solid Waste and therefore requires pre-approval for disposal. Bulky Waste means Municipal Solid Waste articles with a volume greater than one and one half (1.5) cubic metres, or materials greater than two and one-half (2.5) metres in length; or articles that the Manager determines require special or additional handling and/or disposal techniques. Carcasses means dead animals, or portions thereof, that are not a Renderable Product. This waste material is considered Municipal Solid Waste. Ceramic Toilets means the base and tank of toilets that are ceramic and do not include the plastic or metal parts. This waste material is considered Municipal Solid Waste.

Municipal Solid Waste Management Bylaw No. 2659, 2014 Page 3 of 17

Clinical/Laboratory Waste means non-anatomical waste, including Sharps, that is generated by institutions including but not limited to, hospitals, laboratories, doctors’ offices, medical clinics, and veterinary clinics, and has been sterilized such that all micro-organisms including bacteria, viruses, spores, and fungi are killed. This waste material is considered Municipal Solid Waste. Compost means screened, composted yard and garden waste from the Regional Yard Waste Composting Facility that is for sale. Controlled Waste means Municipal Solid Waste that requires preapproval by the Manager for disposal at a RDF but which, because of its inherent nature and quantity, may require special handling and/or disposal techniques to avoid creating health hazards, nuisances, or environmental pollution, including, but not limited to:

(a) Screenings from municipal sewage treatment plants, pump stations, domestic septic systems or other wastewater treatment systems;

(b) Condemned foods; (c) Animal feces; (d) Bloody furniture, bedding and rugs/carpet; (e) Sawdust; (f) Bulky Waste; (g) Clinical/Laboratory Waste; (h) Carcasses; (i) Contaminated Soil; (j) Waste Asbestos; (k) foundry dust; (l) Food Processing Waste; (m) Septage Waste; (n) Noxious Weeds; (o) Logs and Stumps – large, dirty and ungrindable; (p) Infested Vegetation; (q) Tire - Oversize; and (r) Preserved Wood.

Crushable Material for Aggregate means concrete, masonry, brick, ceramic (including Ceramic Toilets) and Glass or glass materials delivered to a RDF that are less than 0.5 m in diameter and 0.5 m thick, and that do not contain rebar longer than 0.5 m as well as metal, plastic, insulation, wood, asbestos or other contaminants defined by the Manager. This waste material is considered Municipal Solid Waste. Construction and Demolition Waste means Municipal Solid Waste originating from the construction, demolition and/or renovation of buildings and structures, including but not limited to, materials such as plastic, wood, metal, insulation, roofing, flooring, carpet, plumbing, electrical, concrete, masonry ceramics and glass. Deconstruction means the dismantling of a human-made structure in a manner that enables maximum salvage of reusable building components and recycling of the remaining building components. Deposit means to place Municipal Solid Waste in a location at a RDF for the purposes of reuse or recycling. Dispose means the introduction of Municipal Solid Waste into the environment through burial or other non-recycling or reuse technique at a RDF.


Drywall - Recyclable means gypsum based building material delivered to a RDF for recycling. Drywall is also commonly known as gypsum board, wallboard, plasterboard, rock lath, sheetrock, or gyproc. This waste material is considered Municipal Solid Waste. Drywall – Non Recyclable means gypsum based building material delivered to a RDF containing asbestos, vinyl, mesh and/or stucco. This material cannot be recycled and must be disposed and is considered Municipal Solid Waste. E-Waste means various types of Municipal Solid Waste containing mainly electronic components and listed in a stewardship plan approved by the British Columbia Government. Extended Producer Responsibility Program means a program administered by industry to manage specific Municipal Solid Waste products for which there is a British Columbia Government approved stewardship plan. Facility Operator means a Person employed by or having a contract with the Regional District to provide operation and maintenance services at a RDF, including but not limited to, scaling, inspecting, sorting, hauling and compacting and covering Refuse. Fluorescent Tubes and Bulbs means used fluorescent light bulbs and lamps as listed in a stewardship plan approved by the British Columbia Government. This also refers to commercial quantities not currently included in a stewardship plan. This waste material is considered Municipal Solid Waste. Food Processing Waste means any organic waste and/or waste by-product that may be produced from a commercial food processing operation, and is unsuitable for composting within existing Regional District programs. This waste material is considered Municipal Solid Waste. Glass means glass containers. This waste material is considered Municipal Solid Waste. Hazardous Waste means any material defined as such by the British Columbia Government and any Solid Waste which, because of its inherent nature and quantity, requires special disposal techniques to avoid creating health hazards, nuisances or environmental pollution, and includes, but is not limited to, toxins or poisons, corrosives, irritants, strong sensitizers, flammables (excluding plastics, paper, paper products and the like), explosives, and infectious wastes. Hydrocarbon Impacted Cover Material means soil that is impacted by hydrocarbons at concentrations allowed under the RDF Operational Certificate and that is pre-approved for delivery by the Manager to a RDF. Infested Vegetation means trees, shrubs, herbaceous plants or associated fruit that show the presence of Plant Disease, Noxious Insects, pathogens or related pests that have caused or are likely to cause significant damage to the trees, shrubs, herbaceous plants or associated fruit. This waste material is considered Municipal Solid Waste. Litter means Municipal Solid Waste that has been deposited illegally on public land or without the consent of the land owner, occupier or other person or authority having control of the land, whether or not the Municipal Solid Waste has any commercial value or is capable of being used for a useful purpose, is delivered to a RDF after a clean up event by employees or volunteers of a local government, thrift store, community group, road maintenance company or the RCMP, and for which pre-approval has been received for disposal at a RDF in writing from the Regional District.


Logs and Stumps – Clean and Grindable” means non-agricultural parts of a plant, tree, or shrub that remain attached to the roots after the trunk is cut, and trunks, whereby the trunk is greater than 20 cm in diameter and there are no rocks and soil adhered to the wood. This waste material is considered Municipal Solid Waste. Logs and Stumps – Large, Dirty or Ungrindable” means logs and stumps requiring extra handling or disposal if rocks and soil are adhered to the wood. This waste material is considered Municipal Solid Waste. Manager means the Recycling and Disposal Facilities Operations Manager for the Regional District of North Okanagan or a designate. Mixed Residential Waste means Refuse from a residential source, self hauled to a RDF, which is observed to contain more than 40% wood and/or metal and/or Yard and Garden waste by weight and which is sorted and deposited in the designated areas at a RDF. Municipal Solid Waste means

(a) Solid Waste that originates from residential (single and multi-family), commercial, institutional, demolition, landclearing or construction sources, or

(b) Solid Waste specified by the British Columbia Government to be included in a waste management plan.

Noxious Insects means all insects designated by the Regional District’s, Noxious Insect Control Bylaw, including, but not limited to:

(a) Codling moths: Carpocapsa pomonella; (b) Scales: San Jose – Aspidiotus perniciosus (Comstock); (c) European Fruit – Aspidiotus ostreaeformis Curt; (d) Shot-Hole Borer: Scolytus rugulosis (Ratzenburg); (e) Pear Psylla (Psyllia): Pyricola (Forester); (f) Cherry Fruit Flies: Rhagoletis Species; (g) Ambrosia Beetle: Anisandrus Species; and (h) Douglas Fir Tussock Moth: Orgia Pseudotsugata.

Noxious Weeds means non-native plants that have been introduced to British Columbia without the insect predators and plant pathogens that help keep them in check in their native habitats as listed in the British Columbia Weed Control Act. This material is considered Municipal Solid Waste if defined as such in the Regional District Solid Waste Management Plan. Ozone Depleting Substance means a substance defined as such in the British Columbia, Ozone Depleting Substances and other Halocarbons Regulation, under the Environmental Management Act. Person means an individual, a body corporate, a firm, partnership, or any other legal entity or an employee or agent thereof. Plant Disease means a condition that exists in a plant or seed as the result of the action of virus, fungus, bacterium, or any other similar or allied organism and that injures or may injure the plant or any part thereof, and that may be spread to another plant or plants with economic, ornamental or aesthetic value, including, but not limited to:

(a) Apple Scab (Venturia inaequalis); (b) Anthracnose or Perennial Canker (Cryptosporiopsis curvispora C. perennans); (c) Bacterial Canker (Pseudomonas syringae pv. syringae; P. syringae pv.

morsprunorum);


(d) Blister spot (Pseudomonas syringae pv. papulans); (e) Brown Rot (Monilinia fructicola); (f) Coryneum Blight (Wilsonomyces carpophilus); (g) Crown Gall; (h) Root Gall and Hairy Root (Agrobacterium tumefaciens); (i) Crown Rot (Phytopthora cactorum); (j) Cytospora Canker (Leucostoma cincta); (k) European Canker (Nectria galligena); (l) Fire Blight (Erwinia amylovora); (m) Little Cherry Virus; (n) Powdery Mildew (Podosphaera leucotricha; P. clandestina; Sphaerotheca

pannosa); (o) Peach Leaf Curl (Taphrina deformans); and (p) Verticillium Wilt (Verticillium dahliae).

Preserved Wood means waste wood products which have been treated with preservatives such as chromated copper arsenate (CCA), aromatic hydrocarbons (PAHs), and ammonium copper arsenate (ACA) to prevent rotting. This waste material is considered Municipal Solid Waste. Prohibited Waste means Solid Waste designated in an Operational Certificate, in the Regional District Solid Waste Management Plan, or by the Regional District from time to time, to be inappropriate for disposal at a RDF for environmental, regulatory or legal reasons, or reasons related to the safe or efficient operation of a RDF, currently including the following specified materials:

(a) Liquid or semi-solid wastes, including Septage Waste, except as permitted in this bylaw;

(b) Hazardous Waste; (c) Waste not defined as Municipal Solid Waste; (d) Solid Waste that is on fire or smouldering; (e) Automobiles and other large metallic objects such as mobile homes; (f) Renderable Products; (g) Slaughterhouse, fish hatchery, and cannery wastes and by-products; and (h) Biomedical Waste defined as such in the document “Guidelines for the

Management of Biomedical Waste in Canada” (CCME, February 1992). Propane Tank means a refillable or non-refillable metal container which is used to contain flammable hydrocarbon gases used as fuel. This waste material is considered Municipal Solid Waste. RDF means a designated site owned and/or operated by or for the Regional District for the disposal and recycling of Municipal Solid Waste. The term is frequently used interchangeably with the term Recycling and Disposal Facility. Recyclable Material means that portion of the Municipal Solid Waste stream listed in Schedule “C” of this Bylaw. Refrigeration Appliances means refrigerators, freezers, air conditioners or any other item that may contain an Ozone Depleting Substance. This waste material is considered Municipal Solid Waste. Regulated Material means Municipal Solid Waste material listed in Schedule “B” of this Bylaw.


Refuse means Municipal Solid Waste with less than 30% moisture and is intended for disposal at a RDF. Regional District means the Regional District of North Okanagan. Renderable Products means dead animals, animal parts and animal by-products that were generated at such establishments as slaughter houses, butcheries, retail and wholesale stores, farms, and veterinary clinics acceptable for rendering into other products, for example dog food, at any approved animal bone, meat, and fat rendering facility. This waste material is not considered Municipal Solid Waste. Rescale means to go through a RDF scale with a single load of mixed Municipal Solid Waste more than once in order to determine the weight of each of the different products in the load. Scrap Metal means recyclable ferrous and non-ferrous metallic materials and products containing more than seventy-five percent (75%) metal by volume, including but not limited to, metal food containers, sheet metal, siding, roofing, rebar, flashings, pipes, window frames, doors, furnaces, duct work, wire, cable, bathtubs, fencing, bicycle frames, automotive body parts, machinery, metal furniture, tire rims and appliances. This waste material is considered Municipal Solid Waste. Septage Waste means liquid waste including:

(a) pumpings from parking lot drainage sumps; (b) pumpings from domestic septic tanks; (c) pumpings from laundry lint traps; (d) pumpings from sumps which collect runoff from motor vehicle washing facilities

containing oil separation units only, but not from facilities used for maintenance or lubrication of automobile components or where solvents or sandblasting are employed for removal of paint, grease, or oil; or,

(e) water containing soil, sand, gravel, or non-hazardous solids. Service Area means the service area of the Solid Waste Management Service established by the Regional District, Solid Waste Management Local Service Establishment Bylaw No. 1352, 1996. Sharps means needles, syringes, blades or laboratory glass generated at clinics and laboratories and if rendered safely contained (e.g. in metal or Styrofoam containers) is considered Municipal Solid Waste. Solid Waste means non-liquid, non-soluble materials ranging from municipal garbage to industrial wastes that contain complex and sometimes hazardous substances. Solid waste also includes sewage sludge, agricultural refuse, demolition wastes, and mining residues. Technically, solid waste also refers to liquids and gases in containers and with respect to this bylaw, also includes Refuse, Controlled Waste, Recyclable Material and Regulated Material. Styrofoam means waste expanded polystyrene (EPS) and expanded polyethylene (EPE) packaging, including but not limited to egg cartons, meat trays, packing peanuts, and packaging blocks that are clean and free of food residue, tape, labels, plastic, and soil. This does not include insulating sheets, extruded foam, and foam padding. This waste material is considered Municipal Solid Waste.


Tires – Passenger and Light Truck means tires designed for use on passenger cars, light trucks, small recreational vehicles and multipurpose passenger vehicles including sport utility vehicles and crossover utility vehicles and comply with Canadian Motor Vehicle Safety Standard (CMVSS No. 109) or tires designed for use on consumer or commercial light trucks under 10,000 lbs. gross vehicle weight and comply with Canadian Motor Vehicle Safety Standard (CMVSS No. 119). Codes on the sidewall or passenger and light truck tires are P and LT. All tires specifically designed for on/off highway motorcycles, motorcycle side cars, motor bikes, mopeds, mini-cycles, golf carts and all terrain vehicles, pneumatic forklift tires, Bobcat/Skid Steer tires measuring 16” and under, recreational vehicle and utility trailer tires marked ST (special trailer), drive and free rolling farm and implement tires up to 16” deemed for use on farm equipment. This waste material is considered Municipal Solid Waste. Tires – Medium Truck means truck and bus tires designed for truck/bus applications and larger recreational vehicle tires not marked “P” or “LT” all of which comply with Canadian Motor Vehicle Standard (CMVSS No. 119). Drive wheel tires used on tractors and combine equipment identified with a sidewall marking with suffix letters R (Radial Ply) ro HF (High Flotation) and are 16.5” to 25.5”, pneumatic forklift tires, Bobcat/Skid Steer tires measuring 16.5” and over. This waste material is considered Municipal Solid Waste. Tires - Oversize means assorted agricultural, industrial and OTR (Off the Road) tires, specifically tires with Tread Codes C, E, G, L, IND & NHS as defined by Tire Stewardship BC This waste material is considered Municipal Solid Waste. Visitor means an authorized Person who enters a RDF for purposes other than to bring, deposit or dispose Municipal Solid Waste. Waste Asbestos has the meaning prescribed in British Columbia and Canadian regulations and guidelines. This waste material must be disposed of in a manner pre-approved by the Manager and is considered Municipal Solid Waste when it is not a Hazardous Waste. Wood Waste – Clean means clean, organic wood material including, but not limited to:

(a) kiln dried dimensional lumber such as wood pallets, and Deconstruction, Demolition or Construction wood waste;

(b) branches greater than 20 cm diameter and 2 m long; (c) plywood; (d) particle board; and (e) pressed board or MDF (Medium Density Fibreboard)

delivered to a RDF, provided such material is free of Preserved Wood, rocks, metals (other than nails and screws), heavy coats of paint, wire, fibreglass, asphalt roofing material, fasteners, glue, coverings, or chemical treatment and other non-wood materials. This waste material is considered Municipal Solid Waste. Wood Waste – Dirty means all organic wood materials other than Yard and Garden Waste, Wood – Clean and Logs and Stumps delivered to a RDF. This waste material is considered Municipal Solid Waste. Yard and Garden Waste means organic material originating from yard and garden management, maintenance, repair and construction and delivered to a RDF, including but not limited to:

(a) trimmings and prunings (<20 cm diameter and 2 m long); (b) leaves;


(c) grass; (d) mulch; (e) flowers; (f) vegetable stalks; (g) woody or herbaceous waste; (h) wood chips; (i) wind fallen fruit and vegetables; and (j) tree trunks and stumps (<20 cm diameter).

This does not include animal feces, cardboard, plastic, soil, rocks, fencing, fabric, netting and other non-vegetated landscaping and gardening waste. This waste material is considered Municipal Solid Waste.

E. APPLICATION

1. This bylaw shall apply to all Municipal Solid Waste management facilities owned and/or operated by the Regional District of North Okanagan.

F. ENVIRONMENTAL MANAGEMENT ACT

1. Nothing in this Bylaw is intended to conflict with the Environmental Management Act, but this Bylaw may impose further restrictions or require further conditions than those imposed under the Environmental Management Act.

G. COMPLIANCE WITH OTHER LAWS

1. Except as otherwise specifically provided, nothing in this Bylaw excuses any person from complying with all other applicable enactments and laws.

H. HEADINGS

1. The headings in this Bylaw are for convenience only and shall not limit, enlarge or affect the scope of any of the provisions in this Bylaw.

I. REGULATIONS

1. No Person shall:

(a) bring Prohibited Waste to a RDF unless the acceptance of such waste is specifically authorized in writing by both the Regional District and the British Columbia Government;

(b) bring Controlled Waste to a RDF unless the Manager determines that special

handling and disposal techniques are not required, or where special handling and disposal techniques are required, the Manager has determined that the Controlled Waste can be disposed of safely at a RDF and has given written permission and directions for such disposal;

(c) deposit Regulated Material in locations at a RDF that are not specifically designated

for the material type by signage or verbal or written instructions; (d) deposit Recyclable Material in locations at a RDF that are not specifically designated

for the material type by signage or verbal instructions; (e) bring Hydrocarbon Impacted Cover Material to a RDF without prior written consent of

the Manager. The Manager may determine that quantities of contaminated soil that do not exceed Hazardous Waste are acceptable for use at a site and/or for disposal;


(f) bring Litter to a RDF and receive the reduced disposal fee without the prior written consent of the Manager;

(g) deposit or dispose any Municipal Solid Waste at a RDF in a manner or in a location

contrary to the signage or written or verbal direction and designation of the Facility Operator;

(h) enter a RDF or deposit or dispose of any material at a RDF at any time other than

the designated hours of operation, except by prior arrangement with the Manager; (i) discharge any firearm at a RDF, except as permitted under an applicable enactment

and prearranged with the Manager (i.e. to control wildlife); (j) remove, alter, or deface any sign placed or erected at a RDF; (k) ignite a fire, cause a fire to be ignited, or deposit at a RDF materials that are on fire,

are smouldering or were on fire within the previous seven days; (l) cause the release of an Ozone Depleting Substance at a RDF; (m) remain at a RDF for longer than is required to deposit or dispose Municipal Solid

Waste or conduct other business related to RDF operation; (n) without authorization, drive any motor vehicle on a RDF except on designated roads; (o) act in a manner contrary to any posted RDF regulations; (p) act at a RDF in a manner that is discourteous, disruptive, threatening or wilfully

negligent; (q) act in a manner contrary to RDF and Regional District rules, signage and policies for

the measurement and inspection of all loads entering and exiting a RDF. (r) deposit or dispose of any material at a RDF except in accordance with this Bylaw

and any regulations posted at a RDF; (s) salvage or remove anything from a RDF without the express written permission of

the Manager; (t) deposit or dispose of any Municipal Solid Waste at a RDF that does not originate

from within the Service Area, unless prior written approval is received from the Manager;

(u) allow children shorter than 42 inches or under the age of 10 years and/or pets to be

outside a vehicle at a RDF unless under direct and controlled supervision of an adult; (v) enter a RDF with a load that is not Adequately Secured except those containing

stumps that are chained to a flat bed or are confined inside a truck box; soil, sand, gravel and rocks that are within the confines of a truck box with the tailgate up; bulky heavy items that are greater than 1.5 m3 (53 cubic feet/330 gallons) in size and confined or secured to the vehicle; and logs that are more than 2.5 m in length and chained to a flat bed or confined to a truck box;

(w) deposit or dispose of a refundable beverage container at a RDF unless a depot for

returning beverage containers has been provided at a RDF;


(x) light or smoke any cigarette, cigar, pipe, or any other substance within the boundaries of a RDF;

(y) exceed the posted speed limit at a RDF; or (z) enter into the site if they are a Visitor without first signing in at the scale or gate house

stating that they are familiar with the site Emergency Plan and that they will sign out upon exiting the site so that the Facility Operator is aware that they have left the Regional District property.

J. CONDITIONS OF USE

1. The Regional District hereby authorizes the Facility Operator to make such rules or give such directions to RDF users that are consistent with this Bylaw and are necessary for the safe, efficient and lawful operation of the RDF.

2. Every Person using a RDF shall comply with and abide by all rules and directions of the Facility Operator or any Regional District staff, acting reasonably, whether such rules and directions are verbal or written, including but not limited to, complying with policies regarding the measurement and inspection of loads entering or exiting a RDF.

3. Persons entering a RDF whether a Visitor or customer, do so at their own risk. The Regional District accepts no responsibility and/or liability for any injury and/or damage to any Person and/or property of a Person using the RDF.

4. Persons who contravene this Bylaw or the posted rules or verbal directions given at a RDF by the Facility Operator or Regional District staff, may be refused entry (prohibited from entering) for a specified period of time at the discretion of the Manager.

5. Controlled Waste must be manifested as required by the Regional District or by the British Columbia Government. In addition, twenty-four (24) hours notice to the Regional District in order to obtain written approval is required prior to deposit or disposal of Controlled Waste at a RDF.

6. All material deposited or disposed at a RDF becomes the property of the Regional District, except where such material is deposited or disposed contrary to the provisions of this Bylaw.

7. Fees assessed on the actual weight of a load of Municipal Solid Waste entering a RDF will not be reduced due to the water content of the Municipal Solid Waste unless prior written approval is issued by the Manager.

8. Any Person who fails to pay the fees and charges required under this Bylaw may be refused entry to a RDF for a specified period of time at the discretion of the Manager.

9. A Person with a load of material generated from outside the Regional District may be refused entry to the Facility.

K. GENERAL

1. Facility Operators are hereby authorized to:

(a) inspect each load of Municipal Solid Waste entering a RDF; (b) determine appropriate fees associated with Municipal Solid Waste entering or

leaving a RDF; (c) collect fees as specified in this Bylaw on behalf of the Regional District; (d) enforce RDF rules and requirements of this Bylaw; (e) direct the placement of loads of Municipal Solid Waste and materials required for

the operation of a RDF; (f) limit the number of loads of Municipal Solid Waste or clean fill entering a RDF;

and


(g) require advanced notice of the delivery of Municipal Solid Waste and clean fill to a RDF.

2. The Regional District hereby establishes and imposes the fees and charges set out in Schedule ‘A’ of this Bylaw and every Person delivering Municipal Solid Waste or other pre-approved materials to a RDF shall pay the applicable fees and charges therein stated.

3. The payment of fees for the delivery of Municipal Solid Waste or other pre-approved materials to a RDF shall be applicable at the following facilities, all located within the Regional District:

(a) Greater Vernon RDF (d) Lumby and Electoral Area “D” RDF

(b) Armstrong/Spallumcheen RDF (e) Cherryville RDF (Transfer Station)

(c) Kingfisher (Hupel) RDF (f) Silver Star Transfer Station (Transfer Station)

or any other Regional District facility established from time to time by the Regional District or

British Columbia Government.

4. All loads of Municipal Solid Waste or other pre-approved materials entering a RDF will be assessed the highest applicable fee on the weight of the entire load regardless of the different types and quantities of materials in the load. A Person may sort or separate the load on site and dispose or deposit the materials in the designated location and may rescale to determine the actual quantities of the different types of materials.

5. After disposing or depositing of portions of a load in the designated location at a RDF and in a manner compliant with this Bylaw, the load may be reweighed so that fees more accurately reflect what the load contained.

6. The Regional District may, at its full discretion, provide for the collection of, and set fees for, a product or products managed under an Extended Producer Responsibility Program (EPRP).

L. EXEMPTIONS

1. Schedule ‘A’ does not apply to the Silver Star Transfer Station.

2. Free Days and Charge Days for Yard & Garden Waste and for Compost are as designated by the General Manager Engineering.

M. VIOLATION AND PENALTIES

1. It shall be an offence for a Person to contravene or violate this Bylaw.

2. No Person shall do any act or suffer or permit any act or thing to be done in contravention of this Bylaw.

3. Every Person who violates any provision of this Bylaw, or who permits any act or thing to be done in violation of this Bylaw, or who fails to do any act or thing required by this Bylaw, shall be deemed to have committed an offence against this Bylaw and:

a) shall be liable, upon summary conviction, to a fine of not less than one hundred dollars ($100.00) and not more than two thousand dollars ($2,000.00) for a first offence, and to a fine of not less than two hundred dollars ($200.00) and not more than two thousand dollars ($2,000.00) for each subsequent offence; and

b) may be prohibited, by written notice, from depositing or disposing material at a RDF for a specified period of time as the Regional District may determine.


4. For violations of Section 8 of this Bylaw, a ticket may be issued or information may be laid, under the British Columbia Offence Act, by a Bylaw Enforcement Officer.

5. Each day that an offence against this Bylaw continues shall be deemed a separate and distinct offence.

6. Any penalty imposed pursuant to this Bylaw shall be in addition to, and not in substitution for, any other penalty or remedy imposed pursuant to any other applicable statute, law or legislation.

N. INSPECTIONS

1. A Bylaw Enforcement Officer, Facility Operator, or other employee of the Regional District may inspect any or all loads entering or exiting a RDF for the purpose of determining compliance with this Bylaw.

0. DISPUTE MECHANISM NOTICE

1. For decisions made under this Bylaw, a Bylaw Enforcement Officer, Facility Operator, or other employee of the Regional District may issue to the person for whom a decision has been made with respect to this Bylaw, a notice indicating in writing, the method by which a fee or decision made under this Bylaw can be appealed to the Regional District.

P. SEVERENCE

1. If a section, subsection, sentence, clause or phrase of this Bylaw is for any reason held to be invalid by the decision of a Court of competent jurisdiction, the invalid portion shall be severed and such decision shall not affect the validity of the remaining portions of this Bylaw.

Q. NO LIMITATION

1. Nothing in this Bylaw shall limit the Regional District from .utilizing any other remedy that would otherwise be available to the Regional District at law.

R. EFFECTIVE DA TE

1. This Bylaw shall take effect January 1, 2015.

S. REPEAL

1. Bylaw No. 2572 cited as "Municipal Solid Waste Management Bylaw No. 2572, 2013" is hereby repealed.

2. Bylaw No. 2327 cited as "Solid Waste Screened, Composted Yard Waste (RDNOGRO) Fees Imposition Bylaw No. 2327, 2008 "is hereby repealed.

Read a First, Second and THIRD Time this 1st day of October, 2014

ADOPTED this 1st day of October, 2014

~~ ~ce-Chair


Schedule "A" attached to and forming part of “Municipal Solid Waste Amendment Bylaw No. 2659, 2014"

SCHEDULE “A” Recycling and Disposal Fees

DESCRIPTION PRICE PRODUCT CODE UNITS FEE MIN.

LEVEL AT SCALE FEE Refuse 1 REFUSE tonne $95.00 $4.00

Controlled Waste 2 REFUSE tonne $171.00 $6.00 Refuse containing Regulated Material (other than Drywall) – any quantity

3 REFUSE tonne $200.00 $6.00

Refuse containing Drywall (any quantity) 4 REFUSE tonne $300.00 $10.00

Refuse not specified in the Regional District Solid Waste Management Plan

5 REFUSE tonne $171.00 $6.00

Refuse: Out of Region 6 REFUSE tonne $171.00 $6.00

Controlled Waste: Out of Region 7 REFUSE tonne $306.00 $12.00

Refuse containing Regulated Material: Out of Region 8 REFUSE tonne $375.00 $12.00

Refuse not specified in the Regional District Solid Waste Management Plan: Out of Region

9 REFUSE tonne $306.00 $12.00

Litter: pre-approved only 10 REFUSE tonne $41.00 $4.00

Biosolids: pre-approved only 11 REFUSE tonne $95.00 $4.00

Mixed Residential Waste 12 REFUSE tonne $66.00 $4.00

Additional Handling 1 ADD HANDLING tonne $171.00 $10.00

Asphalt Roofing - Clean 1 ASPH ROOFING - CLEAN tonne $82.00 $10.00

Asphalt Roofing - Minor Contamination 1 ASPH ROOFING -

MINOR tonne $110.00 $13.00

Asphalt Roofing - Major Contamination 1 ASPH ROOFING -

MAJOR tonne $200.00 $20.00

Batteries - Automotive 1 BATT - AUTO unit $1.00 $1.00

Batteries - Household, quantities (<20kg) 1 BATT - RES unit $0.10 $1.00

Batteries - Household, quantities (>20kg) 1 BATT - COMM tonne $3,300.00 $16.50

Chipped Yard and Garden Waste and Wood Waste 1 WOOD - CHIPPED tonne $4.00 $4.00

Compost – Charge Days 1 COMPOST FOR SALE tonne $21.00 $4.00

Compost – Free Days 2 COMPOST FOR SALE tonne $0.00 0.00

Construction and Demolition Waste 1 C and D WASTE tonne $200.00 $6.00

Construction and Demolition Waste: Out of Region 3 C and D WASTE tonne $375.00 $12.00

Cover Material 1 COVER - SOIL truck $10.00 $10.00

Cover Material: Out of Region 2 COVER - SOIL truck $20.00 $20.00


SCHEDULE “A” Recycling and Disposal Fees

DESCRIPTION PRICE PRODUCT CODE UNITS FEE MIN.

LEVEL AT SCALE FEE Crushable Material for Aggregate 1 CRUSHALBLE tonne $10.00 $4.00

Drywall - Recyclable 1 DRYWALL - REC tonne $135.00 $5.00

Drywall - Recyclable: Out of Region 2 DRYWALL - REC tonne $325.00 $10.00

Drywall - Non Recyclable 1 DRYWALL - NON REC tonne $140.00 $5.00 Drywall - Non Recyclable: Out of Region 2 DRYWALL - NON REC tonne $325.00 $10.00

E-Waste [accepted at the Kingfisher (Hupel) and Cherryville RDFs only] 1 E-WASTE unit $5.00 $5.00

Fluorescent Tubes and Bulbs 1 FLUOR BULBS unit $0.50 $1.00 Hydrocarbon Impacted Cover Material 1 HYDC - SOIL tonne $10.00 $10.00

Hydrocarbon Impacted Cover Material: Out of Region 2 HYDC - SOIL tonne $30.00 $25.00

Logs and Stumps - Clean and Grindable 1 LOGS & STUMPS –

CLEAN tonne $20.00 $4.00

Logs and Stumps - Large, Dirty or Ungrindable 1 LOGS & STUMPS –

DIRTY tonne $75.00 $10.00

Mattresses / Box Springs 1 MATTRESSES unit $8.00 $8.00

Propane Tanks 1 PROPANE TANKS unit $0.00 $0.00

Refrigerated Appliances 1 REFRIG unit $15.00 $15.00

Scale For Movers 1 SCALE USE unit $10.00 $10.00

Scrap Metal 1 METAL tonne $10.00 $4.00

Styrofoam 1 STYROFOAM tonne $95.00 $4.00

Tires - Passenger and Light Truck with or without rims 1 TIRES unit $5.00 $5.00

Tires - Medium Truck without rims 2 TIRES unit $10.00 $10.00

Tires - Medium Truck with rims 3 TIRES unit $35.00 $35.00

Unsecured Load 1 UNSECURED tonne $200.00 $10.00

Wood Waste - Clean 1 WOOD - CLEAN tonne $20.00 $4.00

Wood Waste - Dirty 1 WOOD - DIRTY tonne $20.00 $4.00 Yard and Garden Waste - Charge Days 1 YARD WASTE tonne $20.00 $4.00

Yard and Garden Waste - Free Days 2 YARD WASTE tonne $0.00 $0.00

NOTES 1. Higher minimum charge applies at scaled sites only (GVRDF, ASRDF, LRDF). 2. The fee for compost does not include loading. Bulk purchasers are to provide their own loading equipment. 3. For RDFs without scales, the following conversion factors apply when determining the tipping fee:

Refuse: 0.40 tonnes/m3 Wood Waste and Yard and Garden Waste: 0.25 tonnes/m3


Schedule ”B” attached to and forming part of “Municipal Solid Waste Management Bylaw No.2659, 2014”

SCHEDULE “B”

REGULATED MATERIAL All products under a BC Government approved stewardship plan Asphalt Roofing – Clean and Minor and Major Contamination

Batteries – Household and Automotive

Box Springs

Crushable Material for Aggregate

Drywall - Recyclable

Fluorescent Tubes and Bulbs

Glass Jars and bottles

Logs and Stumps – Clean and Grindable

Mattresses

Propane Tanks

Recyclable Material – as defined in Schedule “C”

Refrigeration Appliances

Scrap Metal

Soil or Other Fill Material (for landfill cover )

Styrofoam (EPS, EPE)

Tires – Passenger and Light Truck and Medium Truck

Wood Waste – Clean and Dirty

Yard and Garden Waste


Schedule “C” attached to and forming part of “Municipal Solid Waste Management Bylaw No. 2659, 2014”

SCHEDULE “C” RECYCLABLE MATERIAL 1. Aluminum - includes aluminum cans, trays, and foil.

2. Cardboard - includes corrugated cardboard, brown craft bags, and other similar materials, except waxed or plasticized cardboard.

3. Mixed Paper - includes all grades of white and coloured ledger paper, computer paper, magazines, books, telephone directories, junk mail, fax paper boxboard, file folders, book covers, and other commonly used paper, but does not include waxed or plasticized paper or carbon paper.

4. Newspaper - includes all flyers and paper inserts distributed with newspapers.

5. Plastics - includes #1, #2, #3, #4, #5, #6 and #7 labeled plastic containers and plastic film, excluding oil and hazardous materials containers and polystyrene. NOTE: EPE and EPS are not considered Recyclable Material in the context of this Bylaw.

6. Tin Cans - includes food and beverage containers made from ferrous and non-ferrous metals.

Documents

2018 Annual Report: Lumby Recycling and Disposal Facility · The Lumby Recycling and Disposal Facility (LRDF) is located within Electoral Area D in the Regional District of North