London · City of London XXX Municipality of Thames Centre County of Middlesex Page 2. W12A Service...

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Environmental Screening Process WI2A Landfill Service Area Amendment Draft Background Document Prepared by City of London 300 Dufferin Avenue P.O. Box 5035 London, Ontario N6A4L9 ‘0a August2015 London CANADA

Transcript of London · City of London XXX Municipality of Thames Centre County of Middlesex Page 2. W12A Service...

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Environmental Screening ProcessWI2A Landfill Service Area Amendment

Draft Background Document

Prepared by

City of London300 Dufferin Avenue

P.O. Box 5035London, Ontario

N6A4L9

‘0a

August2015

LondonCANADA

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Table of Contents

1.0 Introduction 1

2.0 Project Description 3

3.0 Approval Processes 5

3.1 Environmental Assessment Act (EAA) 5

3.2 Environmental Protection Act (EPA) 5

4.0 W12A Landfill 7

4.1 Background 7

4.2 Rate of Fill 7

4.3 Types of Waste 8

4.4 Capacity 8

4.5 Engineering Controls 8

4.6 Land Use Considerations 8

4.7 Traffic 9

5.0 WasteTypes 12

5.1 Water Treatment Plant Process Residuals 12

5.2 Construction and Demolition Recycling Process Residuals 14

5.3 Municipal Garbage 15

5.4 Municipal Hazardous and Special Waste (MHSW) 16

5.5 Potential Additional Waste Quantities and Traffic 17

5.6 Potential Impact of Landfill Capacity 18

6.0 Anticipated Environmental Effects 19

7.0 Consultation/Next Steps 24

7.1 Overview 24

7.2 City of London Public Committees 24

7.3 Public Consultation 25

7.4 Aboriginal Consultation 25

7.5 Government/Public Agency Consultation 26

7.6 Next Steps/Schedule 27

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List of Tables

Table 1 - Proposed New Sources of Waste for W12A LandfillTable 2 - Waste Quantities Received at the W12A LandfillTable 3 - Projected 2015 Traffic Volumes from IBI Transportation Impact Assessment (2009)Table 4- 2014 Quantities and Traffic to W12A Landfill and MRFTable 5 - Process Residual Quantities from the Lake Huron and Elgin Area Water Treatment PlantsTable 6 - Construction and Demolition Recycling Process Residual Quantities and Number of TrucksTable 7 - Winter Residential Waste Quantities Collected by Thames CentreTable 8 - Additional Waste Quantities to be ManagedTable 9 - Environmental Screening Criteria ChecklistTable 10 - Summary of Vehicle EstimatesTable 11- Aboriginal CommunitiesTable 12 - Tentative Schedule

List of Figures

Figure 1 - Landfill Location and Service AreaFigure 2 - Locations of Potential New Sources of Waste for the W12A LandfillFigure 3 - Environmental Screening ProcessFigure 4 - Designated Haul RouteFigure 5 - Water Treatment Plant Process ResidualsFigure 6 - C&D Process ResidualsFigure 7 - Typical Breakdown of MHSW Materials

List of Appendices

Appendix A - Landfill Site Life CalculationsAppendix B - Main Body of Proposed New Land Uses Adjacent to W12A Landfill Transportation

Impact Assessment (IBI Group, 2009)Appendix C - Design Tables for Process Residual Quantities from the Lake Huron and Elgin

Area Water Treatment PlantsAppendix D - Grain Size AnalysisAppendix E - Chemical Test DataAppendix F - MHSW Recycling/Processing FacilitiesAppendix G - Meeting MinutesAppendix H - List of Government Agencies

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1.0 IntroductionThe W12A Landfill is approved by the Ministry of Environment and Climate Change (MOECC) toaccept solid, non-hazardous waste generated within the boundaries of the City of London fordisposal and Municipal Hazardous and Special Waste (MHSW) generated from London andMiddlesex County at the HSW Depot located at the W12A Landfill for transfer to appropriaterecycling/processing sites. The W12A Landfill is also approved to accept residential waste fromThames Centre in the winter months when their landfill is closed provided a corresponding amountof waste from London is shipped to Thames Centre in the summer months when their landfill isopen. The location of the W12A Landfill and its approved service area (area from which it canaccept materials) is shown on Figure 1.

The City of London is proposing to accept waste from five locations that are outside W12A Landfill’scurrent approved service area. These locations and the types of waste to be accepted are:

1) Lake Huron water treatment plant (water treatment plant process residuals),2) Elgin Area water treatment plant (water treatment plant process residuals),3) TRY Recycling’s Clarke Road facility (construction and demolition (C&D) recycling process

residuals and residential garbage),4) Thames Centre (curbside collected municipal waste and no shipping a corresponding amount

of City waste to the Thames Centre Landfill) and5) Elgin County MHSW.

It is proposed to accept materials from these new locations because:

• Lowers cost— Cost for London to operate the landfill is lowered because of ‘economies ofscale”. Tipping fees for the municipalities and organizations using the W12A Landfill are lowerthan alternative disposal locations.

• London waste — Over 80% of the waste from the new areas is generated as a result ofproviding services to residents of London (e.g., clean drinking water, recycling location for C&Dwaste).

• Regional coordination — London and several nearby municipalities already work together onrecycling programs. Accepting MHSW from Elgin County and municipally collected garbagefrom Thames Centre is a continuation of the regional approach to finding solutions formanaging waste. For example, accepting MHSW from Elgin County will provide a convenientlocation for its residents to take their MHSW which should reduce the amount of materialending up in the garbage.

Increasing the service area of the W12A Landfill will require the City to fulfill the requirements ofthe Environmental Assessment Act (EAA) by completing an Environmental Screening and toamend its Environmental Compliance Approval (ECA) issued under the Environmental ProtectionAct (EPA). These requirements are described in Section 3.0.

Details on the W12A Landfill are provided in Section 4.0. No other changes to the landfill areproposed other than increasing the service area to accept waste from the five locations listedabove. There will be no changes to the 1) landfill’s approved rate of fill (amount of waste thelandfill can receive in a year, 2) types of waste that can be accepted, 3) size or capacity of thelandfill or 4) engineering controls to protect the environment and mitigate nuisance impacts.

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Figure 1 - Landfill location and Service Area

Legend

City of London XXX Municipality of Thames Centre County of Middlesex

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The purpose of this report is to provide background documentation for the EnvironmentalScreening process. This report provides persons and organizations interested in the proposedchanges with the necessary information to understand:

• what is proposed;• what are the potential impacts; and• how to participate in the public consultation process and provide comments.

2.0 Project DescriptionThe City of London is proposing to provide cost effective and environmentally sound managementof waste from the sources listed in Table 1 by allowing their disposal at the Wi 2A Landfill.

Table I - Proposed New Sources of Waste for WI2A Landfill

Source Waste Type Estimated Average CommentsAnnual Quantity

(tonnes/year)

majority of wasteLake Huron Water generated from theTreatment Plant water treatment plant drinking water

9,000(located north of process residuals treatment processes;Grand Bend) the system supplies

water to London

majority of wasteElgin Area Water generated from theTreatment Plant water treatment plant drinking water

11,000(located east of Port process residuals treatment processes;Stanley) the system supplies

water to London

construction andTRY Recyclingdemolition recycling majority of waste(Clarke Road,

abutting London’s process residuals and generated (80% to20,500residential garbage 90%) from processingnorth municipal

from the City’s material from Londonboundary)EnviroDepot

curbside collectedlowers cost forresidential wasteThames Centre 800 Thames Centre andgenerated in the winterCity of Londonmonths

provides convenientlocation for ElginElgin County MHSW 40 residents and lowerscost for City of London

The locations of the five sources listed above are shown on Figure 2 and details of the waste fromthese locations are provided in Section 5.0.

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Figure 2 - Locations of Potential New Sources of Waste for the WI 2A Landfill

Lake HuronPrimary Water

Treatment Plant

Elgin AreaPrimary Water I”°

Treatment Plant’ ‘

‘O9s 935Lo,,d OflPdA 4L

bn& Ca

1:500,000

a w

Kilometres

WI2A LANDFILL SERVICE AREA AMENDMENTENVIRONMENTAL SCREENING PROCESS

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3.0 Approval Processes

3.1 Environmental Assessment Act (EAA)The EAA regulation for waste management projects allows for projects/undertakings that meetspecified criteria to be assessed via a scaled down version of the normal EnvironmentalAssessment process called an Environmental Screening Process. The Environmental ScreeningProcess is used for routine projects that have predictable and manageable environmental effects.Increasing the service area of a landfill is one of the projects that are allowed to proceed throughthe Environmental Screening Process.

The Environmental Screening Process is a self-assessment process that is to involve the followinggeneral steps:

• publication of Notice of Commencement of the Environmental Screening project/undertaking,including a description of the project;

• application of specified criteria to identify potential environmental effects of theproject/undertaking, which will include a summary of any identified environmental effects;

• consultation with interested persons, Aboriginal peoples and government agencies;• development of impact management measures should they be required as a result of

environmental effect assessment and public consultation;• further consultation with interested groups; and• preparation and publication of an Environmental Screening Report summarizing the results of

the project review, consultation, mitigation and impact management measures.

This process is illustrated in detail in Figure 3. The reader is referred to the document Guide toEnvironmental Assessment Requirements for Waste Management Projects(http://www.ontario.ca/document/guide-environmental-assessment-reguirements-wastemanagement-projects) for further details on the Environmental Screening Process.

3.2 Environmental Protection Act (EPA)In Ontario, landfilling sites and other waste management activities are subject to Part V of the EPAand the regulations made under the Act. The basic legislative framework for waste management isdefined in Part V and the regulatory requirements for the design and operation of waste disposalsites are included in Regulation 347 General — Waste Management.

Section 27 of the Act requires that an ECA be obtained from the Ministry of the Environment andClimate Change (MOECC) for the establishment, operation, alteration or enlargement of alandfilling site. The ECA governs the overall design and operations of the site including how largethe site is to be, the types of waste to be accepted and where waste can come from. To changeany of these conditions requires an amendment to the site’s ECA. The amendment processrequires public consultation (can be done in conjunction with EnvironmentalAssessment/Environmental Screening Process) and the submission of technical information to theMOECC for approval.

The reader is referred to the document Guide to Applying for an Environmental ComplianceApproval (https://dr6j45jk9xcmk.cloudfront. net/documents/962/5-8-2-eca-guide-en . pdf) for furtherdetails on the ECA process.

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Figure 3 - Environmental Screening Process

Prcponent decides to commenceprocess and detemtines app(cabte

EA prccess stream (Rt’kY toIite 1ii 1iiM o!t!? Gthfc’ u1tI Wicte

J1k’YI!!Pf’d Rj!tw.i

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Envircnmental ScreenngI Requiements

1

Individual EA Requirements I

Preparaicn of Ter’s ci Reference 8an Individual EA

9 zsfct 9. SgiEcaenetnet effects and all effects anioraB

ccnce,rui resoved cccenis not resced

10’ Conduct additional stud:es 8assessment of effects and frnpact

management measures tii consuacnwith key partes!egences

_____________

11, PrepareE nsal&reenng Reportricedes r ciresrew and cnsuttaten

mrigaticn and oWed management measures•t

12, shNConl€trmof Ernrctetenta’ Screenng Report and begin

60 day PewPeriod

V y3 Noreests1 -. - -

[levaton of Proiect] vaioncfPlecj

] I Screening Steps ] Elevation of Project Status jDzector ci EMS receivesrequest{s) for elevation of

the project. wthin 30 days DrectorwIl decide to du one of the foliowing

&Denytherequest

for etevation

B

Denytherequestfcrevation with cond)

3 Apply screening ciitera checklist to identifypotential enronrnental effects

4 Descñbe the pctental enuvoementaleffects, concerns and issues to be addressed

I.

5 Consui with interested persons, Aboriginal peoples andgovernment agencies to idently any issues or concerns

uInt iuid;ed

Go’iernmeut A5euc)e.

Iutereted Percon: &borinaI people: intiied

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14, Proponent submts Statement of CooWletionto the Ministry, and project may proceed subject 10 any other required approvals_I

Preparation of Terms ofReference & an Individuat EA

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4.0 WI2A Landfill

4.1 BackgroundThe W12A Landfill is located at 3502 Manning Drive in the City of London approximately 1.5kilometres west of Wellington Road (see Figure 1). The landfill is bounded by roads to the southand west and agricultural land to the north and east. All but one of the adjacent properties to thenorth and east of the landfill are owned by the City of London.

The W12A Landfill is approved by the MOECC (ECA # A042012) to accept solid, non-hazardouswaste generated within the boundaries of the City of London for disposal and MHSW generatedfrom London and Middlesex County at the HSW Depot located at the W12A Landfill for transfer toappropriate recycling/processing sites. The W12A Landfill is also approved to accept residentialwaste from Thames Centre in the winter months provided a corresponding amount of waste fromLondon is shipped to Thames Centre in the summer months when their landfill is open.

Information on the landfill’s approved rate of fill, types of waste that can be accepted, size/capacityof the landfill and engineering controls to protect the environment and mitigate nuisance impacts aresummarized in the following sections of this report. The reader is referred to the document W72ALandfill Site 2074 Annual Status Report for further details on Wi 2A Landfill. A copy of thisdocument is available from the Solid Waste Management Division, City of London (emailifavalarlondon.ca or call 519.661.2500 ext. 2794).

4.2 Rateof FillThe current ECA permits the annual disposal (referred to as the “rate of fill”) of 640,000 tonnes ofwaste. The historical quantities and types of waste received at the site is presented in Table A-iin Appendix A and summarized in Table 2 below.

Table 2 - Waste Quantities Received at the WI2A Landfill

Tonnes Description of Activity

220,000 Waste received in 2014

235,000 Average annual amount of waste received for disposal for 5 year period 2010- 2014

240,000 Average annual amount of waste received for disposal for 5 year period 2005 - 2009

275,000 Highest 5 year average annual amount of waste received for disposal 1984 - 1988

310,000 1987- the largest annual amount of waste_(garbage) received

380,000 1989 - the largest annual amount of waste (garbage and clean fill) received

200,000 Projected waste in 2015

240,000 Projected waste if proposed service area expansion is approved

The average quantity of waste being disposed of at the landfill averaged 235,000 tonnes per yearover the five year period ending in 2014.

Recently, two large commercial waste management customers have reduced and nowdiscontinued using the W12A Landfill to dispose of waste from their London based customers, infavour of disposing of that waste at their own landfills located in southwestern Ontario. It isunknown when or if the two customers may return to using the W12A Landfill. This, coupled with areduction in the amount of contaminated soil coming to the landfill, is expected to result in a 20%drop in tonnes arriving at the Wi 2A Landfill. It is estimated the annual amount of waste receivedfor disposal to average approximately 200,000 tonnes per year (without the proposed changesidentified in this report).

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No change to the landfill’s approved tate of fill is required in order to accept waste from theproposed expansion of the landfill’s service area.

4.3 Types of WasteThe W12A Landfill is licensed to receive solid non-hazardous municipal waste for disposal andMHSW waste for transfer. The definition of municipal waste in Regulation 347 General— WasteManagement includes water treatment plant process residuals, C&D recycling process residualsand residential garbage.

No change to the landfill’s approved list of materials is requited in order to accept waste from theproposed expansion of the landfill’s service area.

4.4 CapacityThe W12A Landfill is approved for landfilling on 107 hectares within its 142 hectare site area andhas a total approved disposal volume of 13,800,000 m3 (including final covet).

Based on a topographic survey, it is estimated that the remaining disposal volume is approximately3,500,000 m3 as of January 2015. After allowing for final cover (380,000 m3) anddaily/intermediate cover (assume 4 parts waste to 1 part soil), 2,500,000 m3 of disposal capacity isavailable for waste. This will provide between 8 and 14 years of capacity depending on howresidential, IC&l and C&D processing residual waste is managed in the future. With no changes inthe existing waste management practices it is estimated that the W12A Landfill will have 10 to 11years of capacity. The reader is referred to Appendix A for the site life calculations.

No changes to the landfill’s approved landfilling area or capacity are required in order to acceptwaste from the proposed expansion of the landfill’s service area.

4.5 Engineering ControlsThe landfill has a number of engineering features/controls to protect the environment and reducenuisance impacts. These engineering features/controls include leachate collection systems,stormwater management ponds, landfill gas collection and flaring system, groundwater monitoringwells, etc.

No changes to the landfill’s engineering features/controls are proposed in order to accept wastefrom the proposed expansion of the landfill’s service area.

4.6 Land Use ConsiderationsThe majority of land within 500 metres of the landfill is in agricultural production. Other land usesinclude an aggregate pit, vacant land, radio transmission towers, single family dwellings,vegetative areas and a Material Recovery Facility owned by the City.There are a total of 11 single family residences within 500 metres of the landfill. Four of theresidences are owned by the City and rented out.No changes to the landfill’s land uses, zoning or Official Plan designation are proposed in order toaccept waste from the proposed expansion of the landfill’s service area.

$

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4.7 TrafficIn 2009 the City retained IBI Group to conduct a transportation impact assessment for proposednew land uses on Manning Drive adjacent to the W12A Landfill. The proposed new land useswere a Materials Recovery Facility (MRF) and a leachate pre-treatment plant (both planned Cityfacilities). The main body of the report is provided in Appendix B and summarized below.

The traffic study examined the adequacy of the existing roadway network by determining if theroadway network could accommodate future traffic volumes. The impact assessment assumed nogrowth in traffic volumes expect for the City facilities on Manning Drive. The projected 2015 trafficvolumes for these facilities from the report are presented in Table 3.

Table 3 - Projected 2015 Traffic Volumes from lBl Transportation Impact Assessment (2009)Vehicle Type W12A Landfill1 Material Leachate Pre- Total

Recovery Facility2 Treatment Facility3Large Trucks 71,800 21,900 6,000 99,700

Small Vehicles 34,500 15,000 500 50,000Total 106,300 36,900 6,500 149,700

Notes1. Data from Exhibit 3-2 Proposed New Land Uses Adjacent to W12A Landfill, Transportation Impact

Assessment (IBI Group, 2009). Exhibit has vehicle counts for 2008. IBI Group increased vehiclescounts for trucks by 10.5% per year and for small vehicles by 4% per year.

2. Data from Exhibit 3-3 Proposed New Land Uses Adjacent to WI2A Landfill, Transportation ImpactAssessment (IBI Group, 2009). Vehicle estimates assume the Material Recovery Facility is processing50,500 tonnes per year (conservative estimate).

3. Data from Exhibit 3-4 Proposed New Land Uses Adjacent to WI2A Landfill, Transportation ImpactAssessment (lBl Group, 2009).

The 2009 traffic study concluded...

In summary, the findings of this study indicate that the roadway network, in itspresent state, can accommodate projected increases in site traffic without theneed for operational improvements

A summary of the 2014 waste tonnages and number of vehicles using the Wi 2A Landfill and theMRF are presented in Table 4 (next page). The City did not proceed with the construction of aleachate pre-treatment facility. Table 4 shows that the annual traffic to City facilities on ManningDrive was 80,000 per year or 53% of the annual traffic volume used in the IBI report. The lowerthan projected traffic volume is a result of a reduction in waste going to the landfill instead of theprojected increase, slower growth of recyclables coming to the MRF and not proceeding with theconstruction of the Leachate Pre-Treatment Plant.

Designated Haul RouteThe existing and future designated haul route for the W12A Landfill is shown on Figure 4.Currently all vehicles are required to access the W12A Landfill by travelling on Wellington RoadSouth to Manning Drive. When the Wonderland Road South/Highway 401 interchange iscomplete, vehicles will also be allowed to travel on Manning Drive from the new interchange toreach the landfill.

Construction of the new Highway 401/Wonderland Road interchange began in 2014 and isexpected to be complete in late 2015. Manning Drive between the landfill entrance andWonderland Road immediately south of the new interchange is also being reconstructed in 2015.

This section of Manning Drive is identified as a 24-hour truck route but is currently subject to springload restrictions. This project will upgrade the road to standard widths, improve the pavement

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Environmental Screening Process

condition and eliminate the need for spring load restrictions. The project is coordinated with thenew interchange project to accommodate anticipated growth in traffic volumes.

Table 4 - 2014 Quantities and Traffic to WI2A Landfill and MRF

Waste Quantities (Tonnes) # of Vehicles

Typeof Vehicle %by %byLandfill MRF Total Vehicle Landfill MRF Total Vehicle

Type TypeMunicipal WasteCollection 92,500 32,400 124,900 38% 9,600 15,000 24,600 31%Vehiclesa

gorl- 61,000 0 61,000 20% 5,800 0 5,800 7%

Private WasteCollection 68,000 1,100 69,100 21% 9,200 400 9,600 12%Vehiclesa

Outboundb 500 31,500 32,000 10% 100 1,600 1,700 2%Materials

InboundOperating 38,000 0 38,000 12% 1,800 0 1,800 2%Suppliesa

Subtotal - Large 260,000 65,000 325,000 - 26,500 17,000 43,500 -

Small Vehicle—0 0 0 0% 5,500 10,000 15,500 18%Staff

Small Vehicle— 1 500 0 1 500 <1.0% 20 500 500 21 000 26%Public

Subtotal - Small 1,500 0 1,500 - 26,000 10,500 36,500 -

Total 261,500 65,000 326,500 100% 52,500 27,500 80,000 100%

Notesa) Landfill & MRF weigh scale data.b) Outbound material from landfill includes MHSW, scrap metal, electronics and other recyclables. Outbound

material from MRF is recyclables being shipped to end markets.c) MRF staff trips based on 40 vehicles/day and 250 working days. Landfill staff trips based on 23 vehicles/

day for 165 days (Monday - Friday), six vehicles/day for 38 days (Saturday) for spring/summer/fall plus 16vehicles/day for 85 days (Monday - Friday) and six vehicles/day for 14 days (Saturday) for winter.

d) Landfill tonnage for small vehicles based on weigh scale data. MRF public trips based on 40visitors/month. Landfill public trips based on weigh scale data (8,500 tickets issues) and householdspecial waste vehicle count (12,000).

e) Totals may not add to 100% due to rounding of individual numbers.

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Figure 4— Designated Haul Route

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44402

IMaterial II IRecovetyl - — - —

Facility 4 h

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New Interchange to beCompleted Fall 2015

LL

F

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Legend

Current Designated W12A Landfill Haul Route

Addition to W12A Landfill Haul Route (Fall, 2015)

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W12A Service Area Amendment Environmental Screenine Prorecc

5.0 Waste TypesAs discussed in Section 1.0, it is proposed to increase the service area of the W12A Landfill toinclude waste from five additional sources. The waste types that will be coming to the W12ALandfill from these five sources are water treatment plant process residuals, construction anddemolition recycling process residuals, municipal waste and municipal hazardous or special waste(MHSW). Each of these waste types is described below.

Process residuals from the Lake Huron plant are currently being sent to a closed landfill in theMunicipality of South Huron and being used as fill. It is expected that this option will no longer beavailable in the near future and it is proposed to send the residuals to the W12A Landfill.

The process residuals from the Elgin Area plant are currently being discharged back into Lake Eriehowever a residuals management facility is under construction and once completed will capturethe residuals. It is proposed to send the capture residuals to the W12A Landfill. The residualsmanagement facility is expected to be operational by early 2016.

Estimates of the average daily, peak daily and average annual quantities generated at the LakeHuron and Elgin area plants are presented in Table 5. Overall, it is estimated that on averageapproximately 20,000 tonnes per year of process residuals will be generated from the two watertreatment plants (assuming an average of 54 tonnes is generated 365 days a year).

5.1 Water Treatment Plant Process ResidualsIt is proposed to accept process residuals from the Elgin Area and Lake Huron water treatmentplants. This waste is generated when turbid water from the lakes is pumped into the watertreatment plants and the suspended solids causing the turbidity are removed. The residuals aregenerated from filter backwash waste water and other intermittent plant process waste streams.This process residual is soil like in nature (i.e., suspended sediment from turbid lake water). Apicture of the water treatment plant process residuals and the water treatment plant processresiduals being loaded onto a truck for transport is shown in Figure 5 below.

• ..r i reatment Plant ProcessResiduals

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W12A Sprvirp Ar Amndmnt EnvironmpntI Srrppnin Prorcc

Table 5 - Process Residual Quantities from the Lake Huronand Elgin Area Water Treatment Plants

Parameter Lake Huron1 Elgin Area2 Total

Average Total Solids Produced36 6 12(Dry Mass - ton ne/day)

Average Total Weight Produced24 30 54

(tonne/day)3

Peak Total Weight Produced64 310 374

(tonne/day)

Average Total Volume Produced23 29 52

(m3/day)3

Peak Total Volume Produced60 300 360(m3/day)

1. Data for Lake Huron treatment plant from Residual Management Facility (CH2M HillLimited, 2010). Volume estimated assuming residual is 25 percent solids.

2. Data for Elgin Area treatment plant from Elgin Area Water System, ResidualsManagement Facility, Pre-Design Report (AECOM, 2010). Volume estimated assumingresidual is 20 percent solids.

3. Residuals are generated 365 days/year.4. Design Table from above mentioned reports are presented in Appendix C.

The process residuals consist of approximately 20% to 25% screened sediment and 75% to 80%water by weight. Grain size analysis (Appendix D) of the process residuals from the Lake HuronWater Treatment Plant shows the screened sediment is 70% medium to fine grain sand and 30%silt and clay. The material has a slight decomposing aquatic vegetation smell. This material willbe acceptable as daily cover material and therefore should have limited or no impact on the site lifeof the W12A Landfill. Process residuals from the Elgin Area Water Treatment Plant are expectedto have similar grain sizes.

The Lake Huron plant will average seven to eight trucks per week with a maximum of three in oneday. Each load is approximately 20 m3 (20 tonnes). It is estimated that upon completion of theirresiduals management facility, the Elgin Area plant will average 10 to 12 trucks per week with amaximum of 10 trucks in one day. In estimating the maximum number of trucks in one day, it isnoted that some of the residuals generated can be stored and shipped the following day.

Chemical testing of the process residuals from the Lake Huron plant shows that the material meetssoil quality standards for agricultural land use except elevated concentrations of the F2 fractionand F3 fraction for petroleum hydrocarbons. (For testing purposes, petroleum hydrocarbons arenormally divided into four groups (fractions) depending on the length of their carbon chain.Generally, the shorter the length of the carbon chain, the more volatile the compound is.)

These test results are summarized Appendix E. The Certificates of Analyses are also presented inAppendix E.

The Lake Huron Primary Water Supply System (LHPWSS) is currently investigating the source ofthe petroleum hydrocarbons within the Residuals Management Facility (RMF). One potentialsource is the thickeners used to thicken and reduce the volume of the residuals before dewatering.There is the potential for the petroleum hydrocarbons to be caused by a grease ring build up. Inlate 2014 the LHPWSS had the equipment manufacturer in to assess this and they made somechanges related to the grease seal to the north and south thickeners. The persistent low levels ofpetroleum hydrocarbons may now be due to recirculation of the water at various points within the

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AI1A A.- Fnvironmpntil Scrppnin Prnrsc

RMF. The LHPWSS is currently considering removal of any remaining petroleum hydrocarbonsthrough the use of oil absorbent socks/booms with future consideration for additional methods ifrequired.

5.2 Construction and Demolition Recycling Process ResidualsIt is proposed to accept construction and demolition (C&D) recycling process residuals from TRYRecycling’s Clarke Road facility (ECA# A040146) located at 21463 Clarke Road, RR#1 Arva.This facility is located just outside of the north eastern boundary of London with a majority(between 80% and 90%) of the materials processed at this facility being generated from London.

These materials generally arrive at the TRY Recycling facility from London in one of four methods:1. Delivered directly by TRY Recycling customers conducting business in London;2. Private haulers that serve customers in London and take materials to TRY Recycling;3. Direct delivery by Londonets; or4. Materials that are collected at the City’s EnviroDepots and picked up by TRY Recycling.

Approximately 80% of the C&D material processed at the TRY Recycling facility is recycled while20% becomes process residuals. The process residual generated is solid non-hazardous wasteconsisting of film plastic, insulation, flat roofing, bulky items like mattresses and couches and othermaterials that cannot be recycled. An example of C&D residuals is shown in Figure 6.

The quantity of C&D process residuals is expected to average approximately 20,000 tonnes peryear and may vary from 15,000 to 30,000 tonnes per year (see Table 6).

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Table 6 - Construction and Demolition Recycling Process Residual Quantitiesand Number of Trucks

Average NumberYear Quantity1 Number of Truck

of Truck Loads(ton nes) Loads per Year2 3per Day

2010 29,770 1,063 4

2011 27,390 978 4

2012 12,740 455 2

2013 14,520 519 2

2014 15,980 571 2

Average 20,080 717 31. Data for waste quantities from TRY Recycling’s Annual Reports submitted to MOECC.2. C&D residuals typically shipped by walking floor transport trailers. Weight of load typically

ranges from 26 to 30 tonnes. Numbers of trucks based on 28 tonnes per load.3. Average number of trucks based on shipping 250 days per year.

The number of trucks is expected to average 15 per week and will vary from an average of two tofour trucks per day (Monday to Friday). It is expected the maximum number of trucks on anysingle day will be 10.

5.3 Municipal GarbageIt is proposed to accept municipal garbage from a small vehicle drop-off depot (referred to as anEnviroDepot) located at the TRY Recycling composting facility (ECA# 7474-5E3QC8) at 21462Clarke Rd, RR#1 Arva and municipally collected residential curbside garbage from the municipalityof Thames Centre.

The City of London contracted TRY Recycling to open the EnviroDepot in the fall 2014 to serveresidents in the North of London. Currently the facility can only accept yard materials includingleaves but an application has been filed with the MOECC to amend the facility’s ECA to allow theEnviroDepot to accept a wide range of materials including residential garbage. The majority ofwaste brought to this depot will be from London residents. This waste is currently going to theW12A Landfill but the TRY depot will provide a more convenient location once it opens. TheEnviro Depot will also accept materials from non-City of London customers using the TRYRecycling facility but the majority (between 80% and 90%) of materials generated are expected tooriginate from London. It is estimated that the maximum annual amount of residential garbage thatwill be generated is 500 tonnes. This translates into approximately one truck per week.

The City has an agreement with Thames Centre toaccept municipally collected residential garbageduring winter months (so that the Thames CentreLandfill can close in winter months) and in return theCity can dispose of an equivalent amount ofresidential garbage in the Thames Centre Landfill inthe summer. Thames Centre collects approximately800 tonnes during the winter season (see Table 7).There will be approximately 100 to 110 trucks peryear with the maximum number of trucks on any day being 3.

Year Quantity Number of(tonnes) Truck Loads

2013-14 820 109

2014-15 742 102

Average 781 106

The City is seeking flexibility to not send an equivalent amount of garbage back to Thames Centre.

Table 7 - Winter Residential WasteQuantities Collected by Thames Centre

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5.4 Municipal Hazardous and Special Waste (MHSW)The W12A Landfill Site also contains a MHSW depot where all MHSW waste accepted istransferred to appropriate recycling/processing facilities for management. The facilities currentlybeing used are listed in Appendix F. It is proposed to accept MHSW from the County of Elgin.There is currently no permanent MHSW depot in the County of Elgin. Residents can take somematerials (e.g., paint, batteries, fluorescent tubes/bulbs) to local retailers while proper disposal ofother materials (e.g., solvents, pesticides, fertilizers) is limited to the occasional special collectionevents held by the local municipality. Having access to a permanent MHSW depot will provideconvenience to the residents of Elgin County and encourage the proper management of thesematerials instead of placing them in the garbage. Having more customers to London’s MHSWdepot (referred to as a Household Special Waste Depot) will lower its operating costs due to“economies of scale”.

The City and six of the seven local municipalities that make up Elgin County already work togetheron recycling. Recyclables from these municipalities come to London’s Manning Drive RegionalMaterial Recovery Facility located beside the WJ2A Landfill. The City and these municipalitieshave aligned their recycling programs to accept the same materials and undertake joint educationand awareness campaigns. Having Elgin’s residents use the City’s Household Special Waste(HSW) Depot is a natural progression of the municipalities collaborative approach to find regionalsolutions that are more effective than having individual municipalities finding their own solution.

The MHSW brought to the HSW Depot by Elgin County residents is expected to be similar innature as that brought by London and Middlesex County residents. An estimated breakdown ofthe material is shown in Figure 7.

Figure 7 - Typical Breakdown of MHSW Materials

Oil9.8%\

MiscellaneousOrganic Chemicals

8.7%

0.8%

Inorganic Oxidizers

1.2%0.6%

Fertilizers Bulk Fuel

1.1% 0.5%

Flammables0.5%

Fire Extinguishers0.4%

Inorganic Acids A’0.4%

Paint64.2%

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The City of London has approximately 170,000 households and in 2014 generated about 400tonnes of material (about 2.4 kilograms/household) from 9,000 visits (about 1 visit per 20households). Assuming the same generation rate for Elgin, the W12A Landfill HSW depot wouldreceive approximately 900 visitors per year bringing 40 tonnes of MHSW.

The peak number of visitors from Elgin County, approximately 20 per day, is expected to occur onSaturdays.

5.5 Potential Additional Waste Quantities and TrafficTable 8 provides a summary of the additional waste quantities to be managed at the W12A Landfilland the number of vehicles expected.

Table 8 - Additional Waste Quantities to be Managed

Waste Quantities VehiclesWaste

Source Average1 Peak Average PeakTypeTonneslyear Tonneslday Tonneslday per day Day

Water Elgin Areatreatment and Lakeplant Huron

80 260 4 13process Primary 20,000(Weekdays) (Weekdays) (Weekdays) (Weekdays)

residuals WaterTreatment

Plant

C&D TRYrecycling Recyclingprocess Clarke Road 80 280 3 1020,000residuals Facility (Weekdays) (Weekdays) (Weekdays) (Weekdays)

(ECA#A0401 46)

Residential Thamesgarbage Centre and 6 25 1 4

TRY 1 300 (Winter, (Winter, (Winter, (Winter,Recycling Weekdays) Weekdays) Weekdays) Weekdays)

EnviroDe pot

Municipalhazardous

< 1.0 4<1.0 20Elgin County 40 (Monday to (Saturday) (Monday to (Saturday)or special Saturday) Saturday)waste

41,000 to150 to 160 500 to 600 10 to 12 25 to 302Total

42,000

Average based on a) receiving residuals 250 days/year (5 days/week excluding Statutory Holidays),b) trucks hauling water treatment plant process residuals can hold 20 tonnes, c) trucks hauling C&Dresiduals can hold 28 tonnes and d) a truck hauling residential garbage can hold 10 tonnes.It should be noted that the peak day for the various types are not expected to occur at the same time.For example the peak day for C&D recycling process residuals will occur in the summer while thepeak day for residential garbage will happen in the winter. Peak day based on 13 trucks for watertreatment process residuals, 10 trucks for C&D recycling process residuals, 1 truck for residentialgarbage (TRY EnviroDepot) and 4 vehicles for MHSW.

1.

2.

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5.6 Potential Impact of Landfill CapacityWith no changes in the existing waste management practices it is estimated that the W12A Landfillwill have 10 to 11 years of capacity.

Table 8 shows an average of an additional 41,000 to 42,000 tonnes/year would be disposed of atthe landfill. Only 21,000 to 22,000 tonnes of this waste would consume capacity as it is expectedthe water treatment plant process residuals (20,000 tonnes/year) can be used as daily cover andtherefore not consume any capacity designated for managing waste.

Over 10 years there would be approximately 210,000 to 220,000 tonnes of additional C&D processresiduals and residential waste that would require disposal. This is estimated to consumeapproximately 350,000 m3 to 400,000 m3 of capacity based on an average density of 0.7 tonnesper m3 and a 4 to 1 waste to cover soil ratio. This would reduce the site life of the W12A Landfill byapproximately one year. This leaves 9 to 10 years capacity assuming no other changes to currentwaste quantities being disposed at the W12A Landfill.

The reader is referred to Appendix A for detailed site life calculations.

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6.0 Anticipated Environmental Effects

As part of the Screening Process a proponent must apply a standard set of screening criteria inorder to identify if the project has any potential environmental effects. The screening criteria arepresented in the form of a checklist with the option of a “Yes” or “No” response. The proponent isto answer “Yes” even if the proponent believes that a potential environmental effect could likely bemitigated. The completed screening for this project is presented in Table 9.

The only criteria identified with the potential for environmental effects was “Might this project causenegative effects related to traffic?”. This potential effect was identified because annual and dailytraffic to the landfill will increase and traffic patterns change if the landfill accepts wastes from theproposed new sources.

In general, other potential environmental effects were determined to have a minimal or no effectbecause:

• there is no change to the approved types of waste being received;• there is no change to the approved size or capacity of the landfill;• there is no change to the approved engineering controls at the landfill;• the total waste being disposed of at the W12A Landfill, including the potential additional

quantity of waste from the five new locations, will be less than the landfill’s approvedrate of fill; and,

• the expected quantity of waste coming to the landfill in 2016, including the potentialadditional quantity of waste from the five new locations, will be less than what has beencoming to the landfill in recent years because of the recent loss of two large wastehaulage customers.

A breakdown of the actual 2014 traffic, 2015 traffic projections from the IBI report and theexpected 2016 traffic if the changes to the service area of the landfill proceed are presented inTable 10.

This Table shows that the projected annual volume of traffic in 2016 is less than projections inthe IBI report. The IBI looked at scenarios where all the landfill and MRF traffic came fromWellington Road (current designated haul route) and where some of the traffic came from westof the landfill entrance (using a portion of the future addition to the designated haul route) due totrucks ignoring the designated haul route. This report concluded that the “roadway network, inits present state, can accommodate projected increases in site traffic without the need foroperational improvements”

It is also noted the quantity of waste to be received at the landfill if service area increased will beless than the quantity of waste received in many previous years in the past due to declining wastevolumes.

All the new traffic to the site will use the designated haul routes to the landfill (see Figure 4).

Considering the above, the increase in the number of vehicles going to the W12A Landfill isexpected to have minimal or no net environmental effects.

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Table 9 - Environmental Screening Criteria ChecklistEach criterion is based on a question which is prefaced with the phrase... Might the Project...

Criterion Yes No Additional Information1. Surface and Ground Water

1 .1 Cause negative effects on surface water,No No change to the approved rate of liii,

quantities or flow? approved types of waste that can be

1.2 Cause negative effects on ground water, received, size/capacity of the landfill orquantities or movement? No engineering controls is proposed.Cause significant sedimentation or soil Engineering controls have previously been

1.3 erosion or shoreline or riverbank erosion No designed (and approved) to addresson or off site? surface and ground water quality and flows

from the construction, operation and closureof the W12A Landfill. These engineering

Cause negative effects on surface or controls are constructed as requited1.4 ground water from accidental spills or

No depending how quickly the site is filled. Asreleases (e.g., leachate) to the such, no effects to surface water, groundenvironment? water, or increased rate of erosion are

anticipated from the proposed project.2. Land

Cause negative effects on residential,

2.1 commercial, institutional or other sensitiveNoland uses within 500 meters from the site

boundary? No change to the approved rate of fill,Not be consistent with the Provincial Policy approved types of waste that can be

2.2 Statement provincial land use or resource No received, size/capacity of the landfill ormanagement plans? engineering controls is proposed.Be consistent with municipal land use The quantity of waste to be received if

2.3 policies, plans and zoning bylaws No service area increased will be less than the(including municipal setbacks?) quantity of waste received in many previous

years in the past due to declining waste2.4 Use lands not zoned as industrial, heavy

No volumes.industrial or waste disposal. No change to land use at the landfill is2.5 Use hazard lands or unstable lands subject No proposed.

to erosion?

2.6 Cause negative effects relayed to theNoremediation of contaminated land?

3. Air and NoiseCause negative effects on air quality dueto emissions (for parameters such as No change to the approved rate of fill,temperature, thermal exhaust flue gas approved types of waste that can be3.1 volume, nitrogen dioxide, sulphur dioxide, No received, size/capacity of the landfill orresidual oxygen, opacity, hydrogen engineering controls is proposed.chloride, suspended particulars, or other Engineering controls have previously beencontaminants)? designed (and approved) to address airCause negative effects from the emission quality and noise from the construction,

3.2 of greenhouse gases (e.g., carbon dioxide, No operation and closure of the W12A Landfill.carbon monoxide, methane)? These engineering controls are constructedCause negative effects from the emission as required depending how quickly the siteof dust or odour? No is filled.

The quantity of waste to be received ifCause negative effects from the emission

No service area increased will be less than theof noise? quantity of waste received in many previousCause light pollution from trucks or other years in the past due to declining waste

3.5 operational activities at the site? No volumes.

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Table 9 - Environmental Screening Criteria ChecklistEach criterion is based on a question which is prefaced with the phrase... Might the Project...

Criterion Yes No Additional Information4. Natural Environment

Cause negative effects on rare4.1 (vulnerable), threatened or endangered No

species of flora or fauna or their habitat?

Cause negative effects on protected No change to the approved rate of fill,4.2 natural areas such as, ANSI’s, ESA’s or No approved types of waste that can be

other significant natural area’s received, size/capacity of the landfill or4.3 Cause negative effects on wetlands? No engineering controls is proposed.

The quantity of waste to be received ifCause negative effects on wildlife habitat,No service area increased will be less than thepopulations, corridors or movement?

quantity of waste received in many previousCause negative effects on fish or their years in the past due to declining wastehabitat, spawning, movement or

No volumes.environmental conditions (e.g., water, No additional effects on the naturaltemperature, turbidity, etc.)? environment are expected as a result of the

4.6 Cause negative effects on locally importantNo

proposed project.

or valued ecosystems or vegetation?

Increase bird hazards within the area that4.7 could impact surrounding land uses (e.g., No

airports)?

5. ResourcesWater treatment plant process residuals willbe used as cover material and not consumeany landfill capacity.Result in practices inconsistent with wasteAccepting C&D process residuals will help

5.1 studies and/or waste diversion targetsNo support local C&D recycling.(e.g., result in final disposal of materials

Accepting MHSW provides convenientsubject to diversion programs)?location for Elgin residents and willencourage Elgin residents to not placeMHSW in the garbage.

5.2 Result in generation of energy that cannotNo Not applicablebe captured and utilized?

Be located a distance from required5.3 infrastructure (such as availability to No Not applicable

customers, markets and other factors)?

Cause negative effects on the use ofCanada Land Inventory Class 1-3,

NoNo change to the size/capacity of the Wi 2A

specialty crop or locally significant Landfill.agricultural lands?

No change to the approved rate of fill,approved types of waste that can bereceived, size/capacity of the landfill orengineering controls is proposed.The quantity of waste to be received ifNoCause negative effects on existing service area increased will be less than the

agricultural production? quantity of waste received in many previousyears in the past due to declining wastevolumes.No impacts on agricultural land will resultfrom the proposed project.

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Table 9 - Environmental Screening Criteria ChecklistEach criterion is based on a question which is prefaced with the phrase... Might the Project...

Criterion Yes No Additional Information6. Soclo-economic

6.1 Cause negative effects on neighbourhoodNoor community character

Result in aesthetics impacts (e.g., visual No change to the approved rate of fill,No6.2

and litter impacts)? approved types of waste that can bereceived, size/capacity of the landfill or

6.3 Cause negative effects on localNo engineering controls is proposed.businesses, institutions or public facilities. The quantity of waste to be received if

6.4 Cause negative effects on recreation,No service area increased will be less than the

cottaging or tourism? quantity of waste received in many previous

Cause negative effects related to years in the past due to declining waste6.5 increases in the demands on community No volumes.

services and infrastructure. No additional effects on socio-economicfeatures are expected from the proposed

6.6 Cause negative effects on the economicNo project.

base of a municipality or community?

6.7 Cause negative effects on localNoemployment and labour supply?

Will be additional traffic and different traffic6.8 Cause negative effects related to traffic? Yes patterns as a result of waste coming to the

landfill from the 5 new sources.

No change to distance of landfill to

6.9 Be located within 8 km of anNo aerodromes/airports. Majority of waste from

aerodrome/airport reference point? new sources (over 95%) is non-putrescibleand therefore will not attract birds

Interfere with flight paths due to the6.10 construction of facilities with height (i.e., No Not applicable

stacks)?

No change to the approved rate of fill,approved types of waste that can bereceived, size/capacity of the landfill orengineering controls is proposed.

6.11 Cause negative effects on public healthNo The quantity of waste to be received ifand safety?

service area increased will be less than thequantity of waste received in many previousyears in the past due to declining wastevolumes.

7. Heritage and Culture

Cause negative effects on heritage No change to the approved rate of fill,

7.1 buildings, structures or sites, archeological approved types of waste that can beNo received, size/capacity of the landfill orsite or areas of archeological importance,

or cultural heritage landscapes? engineering controls is proposed. As such,there will be no additional effect on heritageand cultural resources.The quantity of waste to be received ifservice area increased will be less than theCause negative effects on scenic or quantity of waste received in many previous7.2 aesthetically pleasing landscapes or No years in the past due to declining waste

. volumes.No change to the land use of any propertyis proposed.

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Table 9 - Environmental Screening Criteria ChecklistEach criterion is based on a question which is prefaced with the phrase... Might the Project...

Criterion Yes No Additional Information8 AborigInal

No change to the approved rate of fill,approved types of waste that can bereceived, size/capacity of the landfill orengineering controls is proposed. Noadditional effects on aboriginal communities

. are expected as a result of the proposedCause negative effects on land, resources, project.

8.1 traditional activities or other interests of No. The quantity of waste to be received ifAboriginal communities? service area increased will be less than the

quantity of waste received in many previousyears in the past due to declining wastevolumes.Consultation with Aboriginal communities toconfirm no impact.

9. Other

9 1Result in the creation of non-hazardous

N No additional non-hazardous or hazardouswaste materials requiring disposal?

0waste will be created as a result of thisproject. The location where waste from five

9.2Result in the creation of hazardous waste

No locations will be managed is changing butmaterials requiring disposal? not the quantity being generated.

No change to the approved rate of fill,Cause any other negative effects not

Noapproved types of waste that can be

covered by the criteria outlined above? received, size/capacity of the landfill orengineering controls is proposed.

Table 10- Summary of Vehicle Estimates

Projected 2015 Estimated 2016. . Annual Traffic from 2014 Traffic2 traffic if serviceLocation Vehicle Type . . 32009 IBI Report (# of vehicles) area increased

(# of vehicles) (# of vehicles)

L dillSmall Vehicle 34,500 26,000 27,900

an 1Large Trucks 7,1800 26,500 29,400

Material Small Vehicle 15,000 10,500 10,900Recovery

Large Trucks 21,900 17,000 17,700

Hauled Sewage Small Vehicle 6,000 0 0Facility Large Trucks 500 0 0

Total 149,700 80,000 85,900Notes1. Data from Table 32. DatafromTable43. 2016 traffic estimate based on increasing 2014 traffic by 4% (2% per year) plus 1,000 trucks carrying water

intake process residuals, 700 trucks carrying C&D process residuals, 100 trucks carrying garbage and 900small vehicles bringing MHSW.

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7.0 ConsultationlNext Steps

7.1 OverviewThe public consultation program for the Environmental Screening Process is outlined in thefollowing sections. The program will allow interested persons the opportunity to participate in thescreening process by providing comments on any issues or concerns regarding the proposedproject. The City will utilize newspaper publications, direct mailings and the City website tocommunicate the Notice of Commencement of Screening, progress on the screening process, andNotice of Completion of Environmental Screening Report. Interested persons will include the W12ALandfill Public Liaison Committee (PLC), public, Aboriginal communities, and governmentagencies.

7.2 City of London Public CommitteesW12A Landfill Public Liaison Committee (PLC)

As a courtesy, and in accordance with the intent of the PLC, City staff discussed the possibility ofthe City proceeding with an Environmental Screening to make changes to the W12A Landfill’sservice area, at a regularly scheduled PLC meeting (see Appendix G). City staff discussed theCity’s intention to apply to change the service area of the W12A Landfill with the W12A LandfillPublic Liaison Committee (PLC) at four meetings (meetings 25, 26, 31 and 32). The minutes areprovided in Appendix G.

In general the PLC would prefer to not accept additional materials at the W12A Landfill; howeverthey are encouraged that should this be undertaken the proposed change is limited to pointsources of waste as opposed to an ambiguous change in the general geographic boundary of thecurrent service area. The PLC will have additional opportunities for input as part of theEnvironmental Screening. They will be included in all formal notices required as part of thescreening process and a copy of this draft Background Document will provided to the PLC for theirreview and comment.Advisory Committee on the Environment (ACE)

ACE reports to the Municipal Council, through the Planning and Environment Committee. TheAdvisory Committee on the Environment provides input, advice and makes recommendations onenvironmental matters affecting the City of London.

City staff will attend an ACE meeting to provide an overview of the Environmental ScreeningProcess and seek input.Agriculture Advisory Committee (AAC)

ACC reports to the Municipal Council, through the Planning and Environment Committee. TheAgricultural Advisory Committee provides input on agricultural and rural issues as a majorcomponent of land use planning and development, and provides liaison between agricultural andrural communities and the Municipal Council and helps to ensure that the City of London maintainsa secure, economically viable agricultural industry.

City staff will attend an ACC meeting to provide an overview of the Environmental ScreeningProcess and seek input.

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7.3 Public ConsultationThe Environmental Screening Process requires two formal notices and four opportunities for publicconsultation.

The public consultation opportunities are:• Notice of Commencement of a Screening Project and release of Background Document;• consultation on the project description, screening criteria checklist completion, and

descriptions of potential effect;• consultation on the assessment of potential environmental effects and mitigation measures;

and,• Notice of Completion of the Environmental Screening Report.

Notifications of consultation opportunities will be issued through the following methods:• published in The Londoner newspaper (Notice of Commencement and Notice of

Completion);• notification to the PLC;• direct mailings to interested residents who asked to be part of the screening process;• direct mailings to property owners within 1,500 metres of the landfill; and• published on the City website.

Information on the Environmental Screening Process will be available on the City’s website whichwill have a dedicated page that includes:

• information on the Environmental Screening Process;• a copy of this draft Background Document;• a copy of all Notices;• a schedule of events; and,• an opportunity to comment on the project.

A copy of this draft Background Document will be provided to all residents that request a copy.

At each consultation opportunity, Staff proposed to meet with interested residents individuallyand/or in groups (depending on the preference of the residents) who want further details or whowant to speak directly to staff about any concerns or input they have. At the meetings, staff willexplain the project, provide information, answers questions and provide opportunities for residentsto provide comments.

An open house will held in September as part of the third consultation opportunity.

A list of interested persons along with comments received will be maintained and addressedthrough the screening process. Comments received will also be documented in the final screeningreport.

7.4 Aboriginal ConsultationThe Environmental Screening Process requires the proponent prepare a list of Aboriginalcommunities that may be potentially affected by or interested in the project. This list wasdeveloped in consultation with the Environmental Approvals Access and Service IntegrationBranch is presented in Table 11.

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Table 11- Aboriginal Communities

Aboriginal Community Contact Information

Munsee-Delaware Nation RR 1Muncey, ON NOL JYOPhone (519) 289-5396Fax (519) 289-5156

CaIdwell First Nation 14 Orange StLeamington, ON N8H 1P5Phone (519) 322-1766Fax (519) 322-1533

Bkejwanong (Walpole Island) First Nation RR 3 Wallaceburg,ON N8A 4K9Phone (519) 627-1481Fax (519) 627-0440

Chippewas of the Thames First Nation RR 1Muncey, ON NOL 1YOPhone (519) 289-5555Fax (519) 289-2230

Delaware Nation 14760 School House LineRR 3 Thamesville, ONNOP 2K0Phone (519) 692-3936Fax (519) 692-5522

Oneida Nation of the Thames RR 2Southwold, ON NOL 2G0Phone (519) 652-3244Fax (519) 652-9287

The notices mentioned in Section 6.3 will be directly mailed to each Aboriginal community includedin the list.

In April 2015 the City met with the Chief and two Councilors of the Caldwell First Nation. Thepurpose of the meeting was to build a stronger relationship between the community and the City ofLondon and to also determine which Municipal Class Environmental Assessments (MCEA’s) andEnvironmental Screenings would be of greatest interest to them. A list of ongoing and upcomingMCEA’s and Environmental Screenings was presented at the meeting including the plan toundertake an Environmental Screening Process to revise the ECA of the W12A Landfill site toexpand its service area to accept waste materials from outside of London. Each MCEA andEnvironmental Screening was not reviewed in detail at the meeting and the City will follow up withthe CaIdweIl Council regarding this Environmental Screening Process when the Notice ofCommencement is mailed out.

7.5 GovernmenUPublic Agency ConsultationA list of government agencies that may have jurisdiction or an interest in the review and approvalof this proposed project are included in Appendix H (MOECC and the Ministry of Transportation(Mb)). The first notice that will be issued to these agencies will be the Notice of Commencement.The City will also circulate draft Environmental Screening Reports to the appropriate agency

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contact persons for comment prior to the formal review periods. Government agency concerns andissues will be addressed and a summary of how they are resolved will be included in theEnvironmental Screening Report.

7.6 Next StepslScheduleA summary of the next steps and anticipated dates for consultation is presented in Table 12 below.As previously noted, the reader is referred to the document Guide to Environmental AssessmentRequirements for Waste Management Projects (http://www.ontario.ca/documenUguideenvironmental-assessment-requirements-waste-manaement-proiects) for further details on eachof the steps in the Environmental Screening Process.

Table 12 - Tentative Schedule

. AnticipatedScreening Step Key Dates Comment

1. Publish Notice of Commencement August, • Formal Notification2015 published in The Londoner

2. Identify Problem or Opportunity -

3. Apply Screening Criteria -

• Preliminary informationprovided in this document

4. Describe Potential Environmental Effects -

5. Consultation August, • Individuals to contact City2015 for questions/input

6. Conduct Studies (if required)

7. Develop Impact Management Measures

8. Consultation September, • Individuals to contact City2015 for questions/input

. Open house

9. Assess if Significant Impacts

10. Conduct Additional Studies (if necessary)

1 1. Prepare Screening Report

12. Publish Notice of Completion October, • Formal Notification(60 day review period) 2015 published in The Londoner

13. MOECC assesses any Requests for Elevation

14. Proponent Submits Statement of Completion

In addition to the prescribed consultation events shown in Table 12, persons interested in learningmore or providing comments on this proposal at any time may do so by contacting:

Wesley Abbott, Division Manager — Solid Waste ManagementPhone — (519) 661-2500 extension 1812Fax — (519) 661-2354E-mail — wabbott(london.ca

Mike Losee, Manager — Solid Waste Engineering & PlanningPhone — (519) 661-2500 extension 7369Fax —(519) 661-2354E-mail — mIosee(london.ca

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Page 31: London · City of London XXX Municipality of Thames Centre County of Middlesex Page 2. W12A Service Area Amendment Environmental Screening Process The purpose of this report is to

W12A Service Area Amendment Environmental Screening Process

Mailing Address for the above staff is:Solid Waste Management Division, 8th Floor300 Dufferin AvenueP.O. Box 5035London, ON N6A 4L9

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