Project Team Expertise in Pipeline Hydraulics, Planning, Design Requirements, Construction Experience and Cost Estimating

CityDuncan of

Proposalfor

City-WideStormDrainagePlanningStudy

CityofDuncan

CityofDuncan AbbasFarahbakhsh,AScT. Stakeholders

DirectorofPublicWoifts

HarkmKelly,P.Eng. JadeLee,P.Eng.

Offkxr-in-Charge/PniJKtManager PfpeSpedolirt

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— Al Gihb,Fh.D,REng. BMPEpedoftf,PublicMeetings

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JimTryon Seanilooney,E.I.T. Environmental Hydrogeology Planning OfveLeung,E.I.T. Survey ProjectEngln«fs Suh-Corauhonf Sub-Conju/fonf Sub-Consuftont

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other the sub-consultants where required.

Name: Dr. Allan Gibb, P.Eng., Senior Drainage and BMP Specialist

Experience: Dr. Al Gibb is a Senior Drainage and LID-BMP Specialist at Dayton & Knight Ltd.. who hus heen active in storm witter management In British Columbia Since 19S6, He has an BMP Guidelines for the extensive technical background in the stormwater field, province, the GVRD, and local including preparation of drainage inventories, hydrologic and governments. hydraulic computer modeling of run-off flows, costing and evaluation of drainage improvements, preparation (if comprehensive drainage studies and Master Drainage Plans, and Best Management Practices i BMPs) for stonnwater, including structural, non-structural, and regulatory approaches. Al lias worked extensively with stakeholder committees through his experience in developing Liquid Waste Management Plans (LWMPs), and has prepared several manuals to guide municipalities in developing comprehensive storm water management plans, including the BMP Guide for the GVRD L.WMP and Low Impact Development Techniques for B.C. municipalities.

Project Duties: Al will provide advice on matters related to stonnwater best management Practices and Low Impact Development, and liaise with the Client, and agencies as needed to resolve issues thai relate to the success of this project. He will also assist Mr. Kelly in managing Dayton & Knight staff.

Name: Jack Lee, P.Eng., Pipe Specialist

Experience: Mr. Jack I-ee. a senior partner with Dayton & Knight Ltd, specializes in pipeline planning, design, construction and project management. Jack has 35 years oflarge diameter pipeline experience and is responsible for the majority of Dayton & Knight Ltd.'s pipeline and pump station projects.

In addition to his extensive experience with pipeline design. Jack has extensive knowledge with directional drilling, miero- Uinnellingand insitu pipe rehabilitation. Jack serves on several AWWA pipe standard committees and is on AVVWARFs Project Advisory Committee. He brings to the project team expertise in pipeline hydraulics, planning, design requirements, construction experience and cost estimating.

Project Duties: Jack will act an the Senior Pipe Specialist and he will also be responsible for QA/QC. He will provide advice on all mallets

Dayton A Knight Ltd. CONSULTING ENGINEERS

related to hydraulic modeling, pipe design, and cost estimation.

Name: Mr. Sean Ftooney, E.I. T., Project Engineer

Experience: Since joining Dayton & Knight in 2005. Mr. Rnoncy has been involved in preparingpg variousslormwaicr models usingg PCSWMM includingi the West Vancouver ISMP Tor the Pipe WestmounL Cave, Turner and Godman creeks for British Pacific Properties td.. and a new subdivision in the Village of Anmore. He has ulso conducted the South Street Drainage Basin Storm Water Man agement Plan for Lhe City of Frederick, Maryland.

Sean also conducted various civil infrastructure projects. Some oi" Sean's project highlights are the design and contract management of roughly 300 meters of new HOPE sewage forccmain Installed by pipe bursting for the City of Burnaby. lhe design and contract management of approximately 6000 meters of new DI walermain as part of the City of New Westminster's 2006 and 2007 walermain rehabilitation programs and Lhe design and ongoing contract administration of the 2010 installation o!' 900 mm 0 and 600 0 HDPB pipe to [ho water intake at Dickson Lake for the Abbotsford Mission Water & Sewer Services.

Project Duties: Sean will be available to assist as Project Engineer reporting to the Project Manager. He will be available to assist with lhe hydrologic modeling, and drawing preparation.

Name: Clive Leung E.I.T, Hydrologic Model Engineer

Experience: Cttve is an assistant Project Engineer with Dayton & Knight J.ld. He has 4 years of experience in the evaluation, modeling and design of storm .sewer systems utilizing various models and recenily completed the PCSWMM modelling for the West Vancouver BPP ISMP plants. Mr. Leung is preparing several model planning studies, which includes analyzing storm water options.

Project Duties: Clive will report to lhe project manager and project engineer to undertake the modeling and technical preparation of reports and cost analyses.

Dayton A Knight Ltd. CONSULTING ENGINEERS

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

3.0 CORPORATE Our awards and corporate experience are provided in QUALIFICATIONS Schedule 1.

3.1 Dayton & Knight ; Dayton & Knight Ltd. is a civil municipal consulting Ltd. engineering firm specializing in the following areas:

3.1.1 Stalemenl of • potable water treatment and supply; Qualifica lions • waslewaler collection, treatment and disposal:

• watermain planning and design;

• storm and sanitary sewer planning and design;

• stormwater management:

• drainage, water and sanitary pumping stations;

• computer modeling:

• trenchless technology:

• scada and plc programming; and

• asset management.

Dayton & Knight Ltd. has completed municipal works in British Columbia. Yukon, Alberta, Canada; Stale of Alaska. State of Maryland, State Of Colorado, State of Florida. New Zealand and Japan.

Dayton & Knight Ltd. is a conventional medium sized consulting engineering practice, which operates in a niche market in the water and wastewater industry primarily in B.C. Competition is value based rather than price based but price is

Dayton & Knight Ltd. CONSULTING

nevertheless a significant determinant. Dayton & Knighl Lid. prides itself on avoiding commodity .services and focuses significant efforts on differentiating itself from the competition hy practicing focused leading edge proven technology. Personal relationships with [he client body established over many years are key to securing commissions.

3.1.2 Corporate Background Dayton & Knighl Ltd.. Consulting Engineers was incorporated in 1965 wilh the merger of Martin J.J. Dayton, Consulting Engineers and R. Gordon Knight and Associates Consulting Engineers. The company is managed by four senior engineers actively participating on a full-lime basis in the company activities. The company headquarters is in North Vancouver, with offices in tltc City of Abboisford. Town ol\S withers. Town of Fort Nelson and City of Prince George.

The company works for municipal, provincial and federal agencies as well us private clients and has developed a field of specialization around waier supply, treatment and distribution. sewage collection, treatment and disposal, stormwatcr management and solid waste treatment. Work is undertaken by 40 professional engineers and 40 support staff.

Additional company information and services arc provided in Schedule 1.

The company is committed toexccllence in service to its over 70 active clients. This commitment begins at the problem solving phase witli a thorough understanding of the client's needs and identification of available options. Engineering design recognizes the client's long term needs to accommodate growth including on-going operation and maintenance. Dayton & Knight Ltd. i.s committed to ensuring all projects are completed on time and on budget to the satisfaction of (he client. We are continuing to revitalise and expand our client base and global services for communities such as Duncan in the key disciplines of drainage, water, wastewater and solid waste including .SCADA and facilities management.

3-1.3 Resources Available Dayton & Knight Ltd. currently maintains and operates over eighty-five Intel based computer stations. This includes AutoCAD, engineering, drainage, sanitary and water modeling, and SCADA development stations with the remainder being secretarial and support staff. Due to a large client base, Dayton & Knight Ltd. maintains several different software packages for

■I Dayton & Knight Ltd. CONSULT IMC ENGINEERS

spreadsheets, word processing, graphics, modeling and CAD. Prom pre-dasign analysis/modeling, proposed 3D site renderings, to final drawings and specifications, computers play an integral role in the engineering proeess at DityLon & KniglH Ltd.

Dayton & Knight Lid. uses Outlook E-mail. We operate in it Microsoft "Windows" environment and use Microsoft Outlook .software.

Dayton & Knight Ltd. has an in-house laboratory for water quality testing.

We also have a KCADA lab for programming our clients' computer to control their facilities. We have the capability to do faciory testing of equipment before Held installation.

3.1.4 Awards Dayton &. Knight Ltd. has been the recipient of various awards for water and drainage work and these are listed in Schedule 1 with our corporate information.

3.1.5 Specific Experience • Coquitlam and Port Moody Drainage Area Chines, with Drainage Project GVS&DD - provided recommendations for creek and gullcy Solutions stabilization to protect against debris flow and avulsions for SchoolhoLise Creek (3 creeks). Ottley Creek, Kyle Street Drainage (6 creeks) and Williams Street Drainage (4 creeks). (Appendix D provided a capital cost schedule and a plan for drainage BMPs. An inspection reporting procedure was also provided.)

• Blake Drive Ravine - Delta - provided emergency inslream diversions and bank stabilization and energy dissipation to .safeguard property, life and environment.

• Hollis Creek - Stormwater Management Plan - Burnaby - recommended biofiltration in channel and extended silt traps, sediment collectors, detention and other.

• North Delta Fraser Drainage Area and Boundary Bay Drainage Area MDP - included study of Fraser Area Gulleys (2000 m) and undertook subsequent remedial work in.slream including DMPs thai required diversions, sill traps, ravine Stabilization, closures, barrier removals, culvert replacements, culvert upgrading, addition of trash racks and grissleys and biofillration measures.

Dayton A Knight Ltd. CONSULTING ENGINEERS

• CM Rail - Drainage Design, Vancouver Intermodel Terminal, Surrey - included study of gulley.s and HMPs for site protection and How investigation.

• Corporation of the District of Matsqui - Fishtrap Creek - included study of creek capacities and erosion/sediment protection through construction frf BMPs including detention, armouring, bypass, silt ponds and culvert/bridge replacements as well as bank stabilization with vegetation.

• District of Maple Ridge - Coho and McKenney Creeks - from previous basin .studies provided BMP designs for debris flow structures, flow diversions, channel restructuring, channel protection, sill (raps, inter alious.

• District of Maple Ridge - Alouette River - used HBC-2 and HEC-6 modeling to evaluate river dynamics and develop recommendations for dyke protection, gravel trap construction and dredging operations for habitat and Hood protection.

• Squamish Indian Band, Phase 1 and Phase 2 Reports Squamish River Study for Erosion Protection - provided recommendations for erosion and sediment control to protect archaeological and First Nation land holdings on the Squamish River.

• Kamloops Guerin Creek Study-provided recommendation for erosion and sediment control and for Hood control in protect residential, industrial and commercial development and to safeguard environmental habitat using BMPs including detention, silt traps, diversion, bank stabilization, and energy dissipators.

3.1.6 Experience with An abbreviated lisl of projects summarizing Dayton & Knight Overall Master Lid.'s watershed management experience is given below. In all Drainage Studies and of these projects Dayton & Knight Ltd. was ihe Principal Integrated Slormwater Consultant. For Integrated Stormwater Management Plan Management Plans (ISMP) and Master Drainage Plan (MDP) projects, one or more specialty Sub-consultants in the ureas of environmental protection/enhancement, planning, and geotechnical/hydrogeology were included in the work.

• British Pacific Properties Ltd and West Vancouver - ISMP Management plan for 5 mountainside drainage areas - $200,000 includes public input, workshops, environmental, hydro geological, hydraulic, soil stability, infiltration studies

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Page 3-4 A-2S.4®2010 Page 108 of 192

and PCSWMM modelling lor drainage solutions and LID recommendations.

City of Frederick, MD - South Street Storm Drainage Basin Study - Conceptual design - $120,000 development of PCSMM modeling to develop solutions for major and minor drainage through karel topography.

City of Salmon Arm - Master Drainage Plan - % 100,0(10 preparation of conceptual and detailed drainage solutions lor (he City of Salmon Arm; used I'CSWMM model.

City of New Westminster - Oueensborough Drainage Phases 1 and 2- $125,000- development of run-off, conveyance, storage ;ind discharge solutions as well as streetscape improvements for Queenshorough using BMPs.

District of Pitt Meadows - Dyke Area No. /-development of run-off, conveyance, and discharge solutions using BMPs - $25,000.

City of Coquitlam - Stormwater Policy and Design Manual - $75,000 guidance on integrating stormwuter management with development and redevelopment.

Northwest Coquitlam Terrain and Watershed Study - $100,000 - ISMP and Best Management Practices.

Coquitlam/Port Moody Drainage Area - $50,000 - MDP and Debris Torrent Studies.

North East Drainage, Port Coquitlam - $60,000 - hydrologic modeling - ISMP and basin studies.

City of Port Coquitlam - $50,000 - Nonhside Storm Sewer Relief Project.

Hillside Industrial Park, Sunshine Coast Regional District $40.000-ISMDP.

City of Vernon - $160,000- hydrologic and hydraulic floodplain mapping, ISMP and Storm water Policy and Design Manual.

Stormwater Management and District of Chilliwack, Promontory Drainage Basins - Design Policy Manuals, Master $20,000 MDP for assisting District development guidelines. Drainage Plans, ISMP. Flood Management Creek Protection, Regional watershed, City of Keiowna Stages 1 and 2 - Erosion Control, Concept and $200,000 - lowland and uplands, ISMP. Policy and Design Detailed Pre-design Manual and basin studies.

Hagan Creek, District of Central Saanich - $75,000 -

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lowland hydrologic and hydraulic analyses, planning assessments, policy development, design guidelines, preparation of phased drainage plan. ISMP and Policy and Design Manual.

Fishtrap Creek and Clayburn Creek, District ofMatsqui - $200,000 lowland hash characterization, hydrologic and hydraulic analyses, tloodpkiin mapping - MDP Policy ajid Design Manual, detailed design and construction management.

Squamish River Pre-Engineering Study for Erosion Control- S40.000 Ploodplain. River .Studies, Bank Protection,

Cedar Valley, District of Mission - $50,000 ISMP.

Southwest Cloverdale, City of Surrey - $50,000 ISMP.

District of Maple Ridge - $ 100.000 multi phase approach lo characterize major catchment - ISMP and hasin studies.

Guerin Creek Watershed, City of Kamloops - $ 100.000 computer modeling of run-off Hows and routing major overland flows - sewer studies ISMP. Policy and Design Manual.

HollisCreek, City of Burnaby - $40,000 ISMP and hasin study.

Silverhope Area, District of Hope ~ $40,000 ISMP and hasin .studies.

Corporation of Delta, Boundary Bay Village, Ladner, North and South Delta, Burns Bog - $ 100.000 drainage modeling and MDP'.s and Design Manual.

Ministry of Environment, Lands and Parks. Chilliwack Wing Dyke.

Ministry of Environment, Lands and Parks, design and .supervision of the construction of about 1.5 km of rip-rap hank protection.

Central Surrey Dyking District, 64th Avenue Drainage Pump Station - $20,000 - Ploodplain and hydraulic studies.

Corporation of Delta, Chillukthan Slough Control Structure and Ffloodplain Analysis - $40,000 Ploodplain studies.

Flood protection is provided to Ladner and allows for

more efficient pump operation at the Chillukthan floodboxes - $40,000 Floodplain studies.

• Colebrook Dyking District, Serpentine River dyke design - $30,000 - Lowland Hood analysis and protection,

• District of West Vancouver, Macdonatd Creek - stormwaler diversion - $50,000 - Mountain stream flood protection.

• Town of Ladysmith - Storm Drainage Study, Old Town Area- capital improvements plan for upgrade and sewer replacement (minor system 123 pipes) - $10,000

3.1.7 Models Used for Table 3-1 illustrates Ihc typus ol'.siormwater management Stormwater models in use. Management

Dayton & Knight Ltd. CONSULTING INCINCCKS

Page 3-7 Page 111 of 192

TABLE 3-1 MODELS Type Model Dc scrip Lion Planning HYMO Rural areas, large to small unit hydrogruph, powerful tool. OTTHYMO Urban untl rural areas, generates hydrogruphs and routes, powerful - supported, presently in use. PLANHYMO Rural and urban areas, small in large, generates hydrographs and routes. I'GSWMM 2000 Version 4.4: Urban and rural areas, generates hydrographs and routes, powerful - supported - can be used for continuous rainfall, presently in

use. MIKHSWMM Urban and rural areas, generates hydrographs and routes, powerful - supported, presently in use - can be used for continuous rainfall. XPSWMM Urban and rural areas, generates hydrographs and routes, powerful - supported, presently in use - can be used for continuous rainfall. Design und scs Rural areas-small unit hydrograph. Analysis HYDSYS Urban areas, small to large synthetic hydrograph, powerful but simplistic, supported, presently in use. (Was from base mode! IIXUDAS) MIDUSS Urban areas, small to large synthetic hydrograph, powerful but simplistic, supported. HEC-1 River basin analysis, synthetic hydrograph. powerful, supported. HYDRA Urban areas, see HYDSYS. TR-20 SCS, rural areas, large to small, unit hydrograph, powerful, supported (mainframe, presently in use). SCSHYD Rural areas, small unii hydrograph. 1MTRAM Urban and rural areas, small, rational formula. I-ASTHYMC) Rural and urban areas, small to large, generates hydrographs. SCS24II, TR55 Rural and urban areas, .small SCS. hydrograph. Type 11 rainfall. HYDRO1. Rural and urban areas, small, rational formula. DABRO Rura! and urban areas, unit hydrograph. similar to TR-20, HEC-I. UNITH Unit hydrograph. SCS. RATION Rational Formula. PCSWMM2010 Run-off, urban areas, large to small, synthetic hydrograph. powerful, supported, presently in

use.

Dayton & Knight Ltd. CONSULTING ENGINEERS

Page 3-8 A-25.4O2010 Page 112 of 192

. Type Model Description Design and PCSWMM20I0 Exlran, mules hydroyraphs and pollutoyraphfi Analysis (cont't!.) from run-off, powerful, supported, presently in use. PCSWMM20JO Transport, mines, hydrogniphs and pnllutographs from run-off, powerful, supported, presently in

use. PCSWMM2010 Storage treatment, char;ieieri/.es effeeis of control of flow and water quality, presently in use. Hydraulics HHLl.; I Water surface prof] les. street flow, junction analysis. HELP: II Irregular channel backwater. HELB III Detention basin routing. HBC-RAS Water surface profiles, presently in use. 2-D plots. MIKE li Water surface piddles, presently in use. 3-D plots. RESROUT Reservoir routing, .SCS. FLDAM Rood damage calculations. STMSEWRR Storm sewer analysis CULVERT Haestad culvert flow analysis, presently in use. Waterflow/PIus HEC-2 equivalenl (MSDOS CONFIG D only).

Dayton & Knight Ltd. CONSULTING ENGINEERS

Page 3-9 A-25.4O2010 Page 113 of 192

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

4.0 PROJECT The work flowchart and schedule are identified on Figure 4-1. METHODOLOGY The schedule is to be undertaken in four months and assumes a

Figure 4-1 illustrates the tasks November, 2010 stari. a January-February 2011 model and schedule proposed to completion and a March 2011 project completion. We undertake the study, understand the City would prefer lo coordinate the drainage pumps station design selection with this study and a later start may he needed. Final reviews or revisions may lengthen the process, but the core of the work is anticipated to be completed by the March objective.

The work plan was developed from the tasks that are identified in the RI:P Section 2.

4.1 Task 1 - Kickoff Task 1 is designed to confirm the project scope and the needs Meeting and and expectations of Stakeholders, including the City of Duncan, Project Scope the District of North Cowichan. regulatory agencies, and the community as a whole (Ihe latter as reported through the city).

Task 1.1 -Establish Objective: Establish the key issues for the development area and Framework for the drainages in the City of Duncan and surround ing area ii.s generally illustrated on the City of Duncan Key Map and flood plain mapping for the Cowichan River (1997). The purpose of Task 7 is to identify the appropriate drainage Provide a global view in terms of the societal, environmental needs of the City ol Duncan and and financial goals of City of Duncan and the District of North the District of North Cowichan, Cowichan as they pertain to Ihe drainage investigation. and to ensure the validity of Tasks 3 and 4.

Method: Assemble drainage plan mapping, infrastructure inventory, basin confirmation, confirmation of known drainage problems, and assemble governing criteria and agency needs.

Dayton & Knight Ltd. CONSULTING ENGINEERS

Pago 4-1 A-25.4©20!0 Page 114 of 192

Identify goals and objectives of the drainage investigation in conjunction wilh the CHy of Duncan und where il is needed, ihe District of North Cowiehan, any stakeholders, and environmental agencies in Meeting #1.

Understand watershed issues, establish regulatory requirements, and confirm study approach and scope of the master drainage investigation and including any integrated storm wetter management investigations needed to meet city objectives. Cowichan River Dyke looking West above and East below Develop and confirm any stakeholder involvement objectives and processes.

Deliverable*: Initiation meeting, meeting minutes and action items identified.

Project control manual to confirm goals and constraints ol the study, following Meeting #1.

Base plan and relevant overlays showing catchments and subbasins.

Summary of issues to be addressed in the drainage study and work program.

Resources: Dayton & Knight Lid,, Ciiy of Duncan, District of North Cowichan.

4.2 Task 2 - Inventory, Task 2 includes a number of work items designed to obtain and Data Collection meaningful and reliable data that can be used to develop and assess stormwmer management alternatives later in the project.

Task 2.1 - Existing Objective: To provide the background and information for the Stormwater Program Review development Of the Master Drainage Plan. To obtain, review and evaluate all available current and historical information.

Method: Review existing stormwaler programs, such as the past (1984) drainage study undertaken by Duncan Kondra. the recent The purpose of Task 2 is to pump selection si/ing by North West Hydraulics (nwh), Land assemble the needed inventory of information including physical Use Planning lOCP). Hood plain mapping, etc. Use data and and financial criteria lor baseline apply relevant approaches as described in these reports. use in the plan development Gather information about the Ciiy's and District's existing practices related to stormwater, such as bylaws, design standards, operation and maintenance practices, public education, equipment, and staff training.

Understand the funding mechanisms and desired funding

Dayton & Knight Ltd. ■H( tONSUlTINC ENGINEIRS Page 4-2 A-25.4O2010 a .-i "-'r ' 2B10 Decem&or 2010 Janiraiy 2011 February 20T1 March 2011

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City-Wide Storm Drainage Planning Study 115 Project Methodology of .-.■.,-„.;■ Flowchart 192 FIGURE 4-1 Page 116 of 192

solution*

Deliverable*; Deliverable* lor Tasks 2.1 lo 2.6 arc described ;il lheendorSeclion"Task2".

Resources: Daylon & Knight Ltd.

Task 2.2 - Assemble Ohjeetive: To assemble meaningful hydrometric dam to Hydrometric Data understand watershed response to rainfall.

Method: We undersland thai no .stream gauging stations are available within ihc city drainage for stream flow monitoring and for use in computer model calibration. Adaption of available hydrometric data, .such as rainfall and responding stream flow to calibrate ihe computer runoff model will be made in the absence of this data. Published unit area runoff data for the island will be used to compare computer results. The North Cowichan District Intensity Duration Frequency curves will be examined for use in the study and Atmospheric Environmental Services Canada (AO.SC) updates presented for consideration. Rainfall intensity relationships will use the AESL Hogg relationships for short and long duration storms. Upper Drainage Inlet to Deliverable: Preparation of hydrologic criteria for the report Cowichan River OxbovJ back of dyke Resources: Dayion & Knight Ltd.

Task 2.3 - Drainage System Objective: To identify watercourse characteristics, erosion Inventory concerns, drainage facilities. How paths, opportunities and constraints for flood management measures.

Method: Gather information about the existing drainage system, such as City of Duncan ACAD drainage maps and relevant data from the District of North Cowichan to ensure contributing catchment information including contributing Hows lo Somenos Creek and the Cowichan River are used.

Undertake site reconnaissance and site survey plan, photo interpretation where appropriate, past drainage problems, and mapping. Somenos Creek on Lake Road lacing South Assemble inventory of the existing drainage facilities and pipes (diameter, slopes) from ACAD drawings. .See Appendix A for inventory collection templates.

Develop hydraulic and hydrologje understanding for constraints in design approach. Identify existing erosion and sedimentation sites for open ditching and use rating of low. moderate, or

Dayton A Knight Ltd. CONSULTING FNCINEER9

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severe.

Two days of visual field reconnaissance is included in Task 2.3. An additional 2 days per basin is included for inventory assembly. Tills Information will he field recorded on digital processes for direct tabulation using criteria of Appendix A. Further effort can be undertaken at rates -shown in Section 5 il

necessary.

This task does not include entering data in uis. Cowichan River Oxbow and Dyke seepage collector Deliverahles: Drainage plans with catchments, inventory of data for hydrologtc/hydiauHc storm sewer model, and a record of open ditch and open channel modeling. The ACAD data will be entered into the selected model as background Information or In some cases the model can actually he integrated into [he ACAD platform.

Resources: Dayton & Knight Lid.

Task 2.4 - Physiological Objective: To determine physiological significant areas, identify Inventory flow regimes, and to identify areas in the watershed where infiltration should be encouraged or prohibited.

Method: Identify sub-surface How regimes, soil types, infiltration opportunities, ditch instability from B.C. government publications and city supplied well records, and determine the sub-surface catchment area and baseflow potential.

Prepare comments on the overall feasibility of infiltrating storm water runoff in proposed development areas within ihe overall study area.

Deliverable: Topographic plans showing surficial soils and Canada Drive curb and gutter drainage capacity

Resources: Dayton & Knighl Ltd. (Should the need arise for greater detailed geological investigation, we will assist the City in the selection of a geotechnical engineer to provide the additional support.)

Task 2.5 - Water Quality Objective: To identify a) the water quality and h) importance of Testing and Environmental habitat and c) suggest opportunities for environmental enhancement.

Method: Pan a) of the objective is to undertake walerqualily investigations. Pour monitoring points (Bings Creek, Centennial Park. Cowiclian River dyke drainage. Cowichan River) would be

Dayton ft Knight Ltd. CON5U1TINC ENGINEERS

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developed and nne (or more as required) sampling would be undertaken la determine the quality of the water and background.

Pan h) andc) would be additional effort and if included in the investigation, would include preparation ofa biophysical inventory to identify existing stream, floodplaln, riparian and wetland resources. (Benlhic Community Sampling using H-IBI. ■ calibration). Bings Creek marshland and wetland treatment potential Deliverable: For a) a list of key water quality paraffieteis including total solids, organic oxygen demand, dissolved nutrients and pollutant indicators will he assembled and compared to the BC Water Quality standards for receiving wilier. We would prepare a list of water quality criteria, and **, identify monitoring stations. We understand the city would he able to undertake the sampling and .send the samples to the laboratory. We would provide a report on the water quality.

For b) and c), riparian corridor and .stream health indicators would be provided to assist in determining current stream health and used as a means of gauging future improvement.

Resources: Part a) Dayton & Knight and the City of Duncan. If parts b) and c) of the work were added as a scope increase, an environmental firm would be retained to undertake the sampling and determine the stream health conditions.

Task2.6- Land Use Objective: To identify existing and future land use and Planning recreational amenities that impact drainage efficiency.

Method: Gather land use information from the City and District's Official Community Plan and from known development plans.

Identify existing practices with respect 10 drainage and riparian area protection.

Define and incorporate existing and recommended recreational amenities, such as greenway corridors, pedestrian and bike

routes etc.

Deliverable: A plan to illustrate current and potential future land

use.

Resources: Dayton & Knight Ltd., Information provided by the City of Duncan and North Cowichan District.

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Task 2.1 to 2.6- Deliverables Dclivcrabk's for Task 2.1 to 2.6: AutoCAD based maps and figures lo.show [he information assembled in Task 2: e.g., overview of existing drainage .system, watershed characteristics, results of gcoiechaical and environmental assessment

Meeting #2 will be arranged with the Cily and if desirable the Distriet to review the systems operation in conjunction with Bits task.

4.3 Task 3 -Technical Task 3 involves technical analysis and computer modeling to Analysis assess the drainage conditions for existing and future development, including erosion and natural hazards, and environmental issues, Task 3 includes initial development or storm water management solutions.

Task 3.1 - Hydrologies! Objective: To assemble and enter the model criteria for rainfall Analysis simulations, hydrologlc parameters, and the watershed hydrologic response. Estimate design flows and volumes, which The ACAD drawings can be will be used in the hydraulic analysis to evaluate flooding and imported into PCWMM as a si/e upgrades. background layer, but if they have no attribute data; you Method: Select and recommend a runoff model suited to the would still have to enter in City's needs and purpose, PCSWMM or HYDSYS represent the manually, i.e. pipe size, typical types of model that are frequently used at this level of manhole inverts etc. The ACAD analysis. drawing makes it easier to enter in node and pipe locations but it Review data assembled in Task 2 and develop hydrologic still has to be done manually in components of the selected computer runoff model. Develop PCSWMM. The same applies to rainfall hyelographs for the various return events to be modeled, HYDSYS, except HYDSYS can operate within the AutoCAD and identify the run-off for all nodes/manhole entries to the software which makes it easier model system. The model is assumed to require about 100 nodes to work with ACAD drawings as and 100 pipes/ditch segments. you don't have to import them into the modeling software as a The analysis will also include a verification procedure to background." confirm the suitability of the model for the site, and to calibrate the model with the flow monitoring data collected (if available in future).

Deliverable: Assembly of rainfall analysis, physical and rainfall modules for selected computer model, modeling results.

Resources: Dayton & Knight Lid.

Task 3.2 - Hydraulic Analysis Objective': To iiNsemble and enter the hydraulic model criteria

The purpose of Task 3 is to for simulations of Hood routing and lo determine the conveyance complete the drainage system capacity for existing and future conditions.

analyses and refine the To determine [he impact and drainage improvement needs as a drainage modeling for final drainage recommendations. result of different run-off conditions (.'i-ycar. 10-year, 25-year and in dyked lands, IOO-yearreiurn storms) on existing and future land use for .selected drainage improvements. Estimate peak Hows and volumes for minor frequent events («2 years) 10 determine environmental impacts. In fioodplains, because of the severity of a Hood event, Method: Assemble data I'or hydraulic model Hood routing for minimum 25 year protection is often recommended for urban analysis of current and future run-off predictions, including areas. (Delta, Port Coquitlam, potential miligative .strategics. This could include diversions, Surrey, Richmond) weir-orifice controls, detention, pumping and surcharge conditions related to Hood conditions for various boundary conditions.

Analyze the storm conditions Tor existing and future land use. and Introduce various siormwater management .solutions to mannge the run-off and mitigate Hooding to acceptable levels.

Identify major Hood paths as well as minor storm drainage.

Determine peak (low estimates for storm conditions.

Determine conveyance capabilities of channels, drainage ditches and structures and size of upgrades if required. Centennial Park confluence and wetland Determine structural deficiencies.. Deliverable: Modeling for current and future run-off conditions. Drawings with minor and major flow paths, problem areas, and capacity deficiencies.

Resources: Dayton & Knight Ltd.

Task 3.3 - Channel Erosion Objective: To identify miligative solutions for erosion and Natural Hazard protection and provide BMP and LID .solutions. Assessment, BMP & LID's Method: Identify sections of creek channels that are or will be susceptible to erosion for the storm conditions.

Summarize (low velocities at key locations using the modeling Engineering solutions are results. required for flood and erosion control. Determine channel velocity threshold limits and erosion susceptibility for existing and future conditions.

Suggest miligalivc measures to protect against erosion with prioritization. .

Deliverable1. Recommendations for open channel protection and LID and BMP'.s lor drainage management.

Dayton A Knight Ltd. CON5ULTINO fNCINt[R5

Uuy>nices: Dayton & Knight Lid.

4.4 Task 4 - Assess Task 4 involves assessing the slormwaler management solutions, Treatment developed in Ta.sk 3. selecting i!ie preferred alternmive(s) and Alternatives providing a capital improvement program wilh priorities for meeting the city's environmental and drainage goals. This includes evaluation of the financing opportunities.

Ohjeciive: To determine the most appropriate solutions for storm witter thai nn gc improvements for current and future land use and provide capital improve me ills plan as well as water quality improvement solutions for the drainage .system.

Task 4.1 - Stormwaier Met Ik id: The work includes evaluating and .selecting the best Management Alternatives improvement options in conjunction with Task 3.

Assess .stormwater management alternatives, flood and erosion management alternatives, water quality alternatives, and habitat protection alternatives with consideration of health and safety, environmental impacts, costs, and public acceptance.

Commentary will be-provided on the feasibility of infiltrating storm runoff in the study area.

Hydraulic modeling and analysis of alternatives, (D&K.). review of alternatives on the basis of hydrogeological factors and environmental protection.

Evaluate benefits, costs and effectiveness of the alternatives considering all aspects described above, and rank and select New Road Surfacing and curb preferred opiion(s). and gutter Undertake a review of the means of funding the proposed work for the drainage Infrastructure as well as the treatment. This could include review of DCC, Community Charter provisions for local improvements, grams, developer agreements and other.

Meeting #3 provides Meeting #3 will be arranged with the City, and if required the presentation of findings for District and the .stakeholders io .select options. review and final comment. Deliverable: Selected tabulated Improvements with costs and priorily assignments as well a recommendations for storm water treatment that best meet City and possibly District requirements confirmed through workshop Meeting #3. Minutes will be provided and action items recorded.

Resources: Dayton &. Knight Ltd..

Dayton & Knight Ltd. CONSULTING ENGrrvEERS

Page 4-8 A-25.4O2010 Page 122 of 192

4.5 Task 5-City-Wide Task 5 involves completion of the master drainage plan and Storm Drainage production of the draft and final reports. Plan

Task 5.1 - Drainage Plan Ob ice live: To summarize the findings of the study and present a final report to the City and IF require to the District and stakeholders thai will meet the short and long term drainage needs for ihe drainage works for the City, and (hat maintains, restores, and enhances ihe watershed for hydroleehnieul and environmental aspects.

The purpose of Task 5 is to Method: Develop implementation strategy with priori/.ed assemble the selected study timeline and cost estimation. findings and complete the ISMP. Meeting #4 includes a presentation of the draft report findings to the City of Duncan, and if required to the District and stakeholders.

Revise report to suit requirements and produce final bound copies including colour illustrations and tables.

Deliverable.: Meeting #4 niinines.

6 hound copies of the final report as well iis a PDF version of report and record data. A possible outline for the report is shown in Appendix A.

Resources: Daytnn & Knight Lid.

Dayton & Knight Ltd. CONSULTING ENGINEERS

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

5.0 ENGINEERING FEES AND SCHEDULE

5.1 Fees The fee table is shown on Table 5-1. A total of 1000 hours are proposed, not including geoteclinical and environmental assistance.

Hourly rates and disbursement costs are as follows:

Dayton & Knight Ltd.

• Harlan G. Kelly, P.Eng. Officer-in-Charge $I90/hr

• Dr. Al Gibb, P.Eng., Senior Engineer $185/hr

• Jack Lee, P.Eng., Specialist $190/hr

• Sean Rooney, EIT, Hydraulics Engineer Project $110/hr

• Clive Leung, EIT, Hydraulics Engineer Model $88/hc

• Drafting (general) $70/hr

• Word Processing (general) $60/hr

All disbursements 3% of labour.

Fees and disbursements for sub-consultants will be applied at cost

Dayton & Knight Ltd. CONSULTING ENGINEERS

Pngo 5-1 A-Z5.4O20IO Page 124 of 192

TABLE 5-1 FEES Work Item Total Task 1 Initiation Meeting and Project Scope $ 7,665 Task 2 Inventory - Collect and Analyze Data $ 20,805 Task 3 Technical Analysis $ 16,180 Task 4 Assess Mitigative Alternatives $ 16,415 Task 5 ISMP S 9.200 Sub-Total-D&K Fees $ 70,265 D&K Disbursements (3%) $ 2.108 Total D&K {not including taxes) $ 72,373 Water quality testing $ 2,000

Total Project Fees & Disbursements $74,373* (not including taxes) * A fee distribution / effort table will be made available in Task 1 following project award.

5.2 Schedule Hours are tracked on a continuous basis to confirm progress and accountability.

Figure 5-1 identifies a timeline for the project. A formal schedule will be prepared once the project is given authorization and will be included in the Project Control Manual.

5.3 Insurance Dayton & Knight Ltd. will provide proof of Commercial General Liability Insurance and Professional Liability Insurance as required on award of the project.

5.4 Workers' Dayton & Knight Ltd. Workers' Compensation Board Compensation Registration Number is 088977-QA (010). Board

Dayton A Knight Ltd. CONSULTING ENGINEERS

Page 5-2 A-25.4®20!0 CITYOFDUNCAN CITY-WIDESTORMDRAINAGEPLANNINGSTUDY

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FfGURE5-1 Page 126 of 192

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

APPENDIX A

EXAMPLE OUTLINE REPORT AND INVENTORY COLLECTION TEMPLATES Page 127 of 192

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

APPENDIX A

EXAMPLE OUTLINE REPORT AND INVENTORY COLLECTION TEMPLATES

TABLE OF CONTENTS

EXECUTIVE SUMMARY

1.0 INTRODUCTION

1.1 Background 1.2 Objectives and Scope 1.3 Information and Data 1.4 Limitations 1.5 Abbreviations 1.6 Acknowledgements

2,0 BASIN AND STREAM CHARACTER

2.1 Geography and Topography of the Watersheds 2.2 Background Studies (Existing Stormwater Management Planning) 2.3 Climate 2.4 Streamflow Data 2.5 Land Use (OCP) 2.6 Watershed Users

3.0 DRAINAGE BASIN INVENTORY

3.1 Drainage Basins 3.2 Drainage Concerns 3.3 Drainage Inventory

4.0 ENVIRONMENTAL ASSESSMENT Page 128 of 192

TABLE OF CONTENTS (cont'd.)

4.1 Introduction 4.2 Water Quality 4.3 Fish Presence and Other Aquatic Wildlife 4.4 Findings

5.0 HYDROLOGICAL ASSESSMENT

5.1 Introduction 5.2 Geology 5.3 Hydrogeology 5.4 Findings

6.0 HYDROLOGIC AND HYDRAULIC ANALYSIS

6.1 Rainfall 6.2 Drainage Design Criteria 6.3 Model Parameters 6.4 Calibration 6.5 Results 6.6 Findings

7.0 ASSESS MITIGATIVE ALTERNATIVES

7.1 Alternatives 7.2 Costs and Financing 7.3 Evaluation of Alternatives 7.4 Selection of Alternatives

8.0 FINDINGS AND RECOMMENDATIONS

8.1 Findings 8.2 Recommendations 8.3 City-Wide Storm Drainage Plan Page 129 of 192

EXAMPLE - OPEN CHANNEL INVENTORY COLLECTION SHEET

Reach Between Culvert #_ &#_ _- - Cross Section ISMP District of West Vancouver Date:

1/4 DISTANCE BETWEEN CROSS SECTIONS

1/2 DISTANCE BETWEEN CROSS SECTIONS

3/4 DISTANCE BETWEEN CROSS SECTIONS Page 130 of 192

EXAMPLE - CULVERT INVENTORY COLLECTION SHEET

ISMP District of West Vancouver Pipe, Westmount, Cave, Turner and Godman Creeks

Date: Culvert*:.

PICTURE

1) Road name (crossing):,

2) Picture numbers/picture time/roll number

- Upstream:

Downstream: .

CULVERT/BRIDGE

3) Condition of culvert/bridge: Poor Fair Good

4) Diameter of Culvert (mm):

5) Culvert material: Concrete PVC CMP

HEADWALL

6) Condition of Headwall: Poor Fair Good

7) Height of headwall from invert (m): .

8) Slope of headwall (rise/run): .

9) Headwall material:

10) Headwall description: 1 2 3 4 5 6 7 8

11) Area vegetation: Shrubs Weeds Trees - Percentage growth 25% 50% 75% 100%

BANKS

12) Condition of banks: Poor Fair Good

13) Bank retaining walls: Yes No

- Retaining wall material:

14) Bank span at culvert:

15) Slope of bank (horiz: vert): . Page 131 of 192

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

APPENDIX B

DAYTON & KNIGHT LTD. TEAM RESUMES Page 132 of 192

Harlan G. Kelly, P.Eng., P.E., DEE Vice-President - Technologies

Mr. Kelly is an Officer and Senior Engineer who has extensive experience in environmental aspects of water resources in wastewater, stormwater and solid wastes. For these disciplines he provides project management and senior process engineering advice and guidance. His work includes preplanning, audits, feasibility studies, pre-design, detailed design, operations troubleshooting, commissioning, training, contract administration and partnering projects. Education

HIGHLIGHTS OF PROJECT EXPERIENCE • B.A.Sc, Civil Engineering, University of British Columbia, PIPE AND PILING SUPPORT Vancouver, B.C., 1970

• M.Eng., Environmental, University • Harlan Kelly throughout his career has provided assistance with or the of British Columbia, Vancouver, detailed design with pile supported structures for sewers in Surrey on B.C., 1972 the interceptor sewer in Fraser Surrey Docks, the North Surrey twin box interceptors, Abbotsford JAMES interceptor, Maple Ridge • Adjunct Professor, Environment a! Engineering, Univ British interceptor and others. He also has assisted in the design and Columbia, 2000 to present recommendations for pile supports in pumping stations throughout British Columbia including City of Vancouver, Burnaby, New • Post Graduate Training: Westminster, Invermere, Matsqui/Clearbrook, Surrey, among others. Mr. Kelly published a paper entitled, A design proposal for timber pile University of Nashville, Nashville, Tenn., 1974 supported sewers" in the Canadian Journal of Civil Engineering that illustrated the interdependence of soil character, structural beam design University of Wisconsin. for pipe and pile caps, and pile support systems in soft soils. Madison, Wl, 1976. WASTEWATER TREATMENT Professional Affiliations

Manuals • Registered Professional Engineer

Province of British Columbia, • Development of Commissioning Manual for Dayton & Knight Ltd. 1973. « 9115 commissioning learn.

- Province of Alberta, 1977, • Development of Process Control Manual for Dayton & Knight Ltd. Process 1997, SM6I908 Engineering Team.

■ State of Colorado, 1994. #29843 • Preparation of design manuals and training for wastewater treatment facilities.

■ State of Florida, 1997. #52416 Liquid. Biosolids. and Odour

- Slate of Maryland, 2004, • Project Manager and senior engineer for CRD assistance on completion of #0031016 Ocean Boulevard and Macaulay Point WWTP site layouts, Bazan Bay WWTP Upgrades, Central Saanich WWTP Prc-Design, Saanich Pennisula Employment History WWTP, Core Area Sewage Treatment (Primary Treatment) - 1999, Core Area

• 2006 to present VP Technologies Decentralized Sewage Treatment (5 sites) - 2000, Core Area Sewage of Dayton & Knight Lid. Treatment Sile Impact Study - 2000, Core Area LWMP Sludge Management Plan-Option Study-2004. Projecl Description for Candidate Biosolids Facility - 2001 to 2006 President and CEO Sites- 2004. of Dayton & Knight Ltd. Consulting Engineers, North Vancouver, B.C. Dagtona Knight Ltd.

i r.uiui I i».r. ihCINIIII Page 133 of 192

Harlan G. Kelly, P.Eng., P.E., DEE

Employment History [cont'd.) • Project Manager and senior process engineer for ihree stages of Whistler, • 1990 to 2001 Senior Process B.C. WWTP design and construction, and Salmon Arm, B.C., WPCC basis of Engineer and Project Manager, design and construction. Dayion & Knight Ltd., Consulting Engineers, West Vancouver. B.C. • Senior process engineer for NW Langley, B.C. WWTP, French Creek

• 1977 to 1990 Project and Senior (Parksville) WPCC, Village of Gold River UV and plant improvements, Project Engineer, Dayton & Knighi District of Chilliwack biosolids handling. Ltd., Consulting Engineers. West Vancouver, B.C. • Process specialist and project manager for Liquid Waste Management, facility plans and biosolids management plans for Capital Regional District • 1976 to 1977 Project Engineer, (Victoria), Greater Vancouver Sewerage and Drainage District facility plans, McElhanney Engineering Lid District of Salmon Arm, Resort Municipality of Whistler and many others. Surrey, BC.

• Process specialist and senior process engineer for Eagle River Water and 1972 to 1976 EFT and Project Engineer Sanitation District thermophilic digesters at Avon and Edwards, CO, for City Greater Vancouver Sewerage and of Sunrise, FL, for New Plymouth District Council, New Plymouth NZ, and Drainage District, Vancouver, BC assistance for Pacifica, CA, Gig Harbour, WA.

Membership and Honours • Process odour specialist for Douglas County, WA, WWTP; for Castlemain • Member- Building and Bendigo WWTP, Queensland, Australia; for Whistler WWTP, Whistler, Commissioning Association B.C. and for Salmon Arm WWTP, B.C. (BCxA) - 2004 to present

• British Columbia Water and Waste • Process engineer for Concord Pacific Developments Ltd., Pacific Place, Association - Past President and renovation of polluted groundwaler (priority pollutant removed). Executive Positions - 1990 to 2005 • Project engineer for numerous wastewaier management, renovation and • Water Environment Federation, treatment plans including City of Prince George, B.C., Lions Gate WWTP, 1970 - Wastewater Treatment GVRD, Fairbanks Alaska, Whistler, B.C.; Salmon Arm, B.C.; Chilliwack, MOP fl8 Committee B.C., Mountainview, AB; Parksville, B.C., Victoria, B.C., Upper Eagle Valley Water and Sanitation, CO; New Plymouth, NZ, Dawson Creek, B.C.; • American Society of Civil Engineering, 1973 )

Awards • Project Manager/Engineer for collector systems, Maple Ridge, B.C.; GVRD, Delta, B.C.; Whistler, B.C. • 2006 APEGBC Environmental Award for City of Salmon Arm Water Pollution Control Centre. • Project Manager and senior engineer for I&I investigations. Salmon Arm, BC, Canada • Project Manager of New Westminster, Queensborough Drainage Solutions. • 2006 CEBC Award of Merit for City of Salmon Arm Water SOLID WASTES Pollution Control Centre. Salmon Arm, BC, Canada • Senior engineer for GVRD, Port Mann, B.C. Operating Plan and operational • 2005 Award of Excellence City of design, leachate collection, gas collection, RDO and landfill. Coquitlam Integrated Stormwater Management Policy and User Closure Plans Guide • Closure plans for NORD landfills, Lumby, Greater Vernon, Cherryville, Kingfisher, Port Mann, Surrey (GVRD). Dayton a Knight Ltd. Jl< ENGINEERS Page 134 of 192

Harlan G. Kelly, P.Eng., P.E., DEE Awards (conf d.) • Landfill closure and remedial work for Pottery Road (Old Venron) Landfill. • 1994 CEBC Award of Merit, Fishtrap Creek Storm water Environmental Design Detention Wetlands, District of Malsqui. BC, Canada • Leachalecolleclion and ireatment for Greater Vernon landfill. Potlery Road. • 1994 Canadian Consulting Vernon; City of Vancouver, Burns Bog. Engineers Award, Integrated Systems, Fishtrap Creek Transfer Stations Stormwater Detention Wetlands, District of Matsqui, BC, Canada • Design of transfer stations. SCRD, and landfill construction.

• 1993 CEBC Awards of Engineering Excellence, Award of ■ Design of GVRD transfer stations, Langiey, Maple Ridge, Surrey. Merit, Autothermal Thermophilic Aerobic Digestion. Whistler, BC, Reuse Facilities Canada • Quantity surveys and remedial work for Terra Nova. Ambassador Industries Coquitlam/Frnser Mills.

• Design of Solid Waste Reuse Centres. Whistler, Abbotsford and Maple Ridge.

STORMWATER

• Senior engineer for dyke and floodbox replacement, Delta, B.C., Transport Canada, Provincial/Federal Dyking Program.

Structural Designs

• Senior engineer and project manager for stormwaler pumping, Pilt Meadows, Pitt Polder, New Westminster, Delta and Matsqui, B.C.

Flood Protection / SWM Plans

• Senior engineer and project manager for agricultural irrigation and drainage, Surrey and Delta, B.C. including flood protection structures.

Policy and Desipn Manuals

• Senior engineer and project manager for flood protection works including detention storage, basin and channel control structures, Abbotsford, Delia, Surrey, Kamloops. Buniaby, B.C.

• Senior engineer and project manager for stormwaler management plans for Kelowna, Kamloops. Salmon Arm, West Vancouver, Port Coquitlam. Coquitlam, Delta, Enderby, Vernon, Maple Ridge.

• Senior engineer for modeling using USDA Fioodbox models, PCSWMM, XPSWMM, HECRAS, HEC2, HEC6, OTTHYMO, HYSYS (ILLUDAS), PCSWMM, TR-20.

• Senior design engineer for major storm collectors, West Vancouver, Maple Ridge, Delta, B.C. Jk Dayton & Knight Ltd. Page 135 of 192

Harlan G. Kelly, P.Eng., P.E., DEE

• Senior engineer for design of protective works in ravines, Maple Ridge, Delta, Kelowna, B.C.

• Senior engineer for Policy and Design Manuals for Delta, Kelowna, Maple Ridge, Central Saanich, Coquitlam, Salmon Arm

• Studies of river dynamics, scour, armouring and plan from Alouette River, Squamish River, B.C.

PAPERS AND PUBLICATIONS

WASTEWATER • Kelly, Harlan, Bonita Dirk, Al Gibb, Han Frese, (2009), "Autothermal themophilic aerobic digestion for supplemental VFA in enhanced biological treatmenl", Proceedings 5th Canadian Residuals and Biosolids Conference, Niagara Falls Ontario, Sepiember 13 - 15

• Kelly, Harlan, Bonita Dirk, Al Gibb, Fred Koch, and Don Mavinic, (2009), "Carbon and Struvite Recovery from Centrate at a Biological Nutrient Removal Plant", WEF Residuals and Biosolids 2009, Conference Proceedings, Portland OR, May 5

• Dirk, B. G.. A. Gibb, H. Kelly, F. Koch and D.S. Mavinic, (2009) "Carbon and struvite recovery from centrate at a biological nutrient removal plant", Proceedings, International Conference on Nutrient Recovery from Wastewater Systems, 1WA, Westin Bayshore, Vancouver, B.C. Canada, pp.489-501, May 10-13

• Sutton Sullon, P.M., Rusten, B., Ghanam, A., Dawson, R., and Kelly, H., (2008), "Rotating Belt Screens: An Attractive Alternative for Primary Treatment of Municipal Wastewater", Wat. Envir. Fed., proceedings WEF TEC 2008, Chicago, Session 24, October 20

• Noreen Layden, Donald Mavinic, Harlan Kelly, Richard Moies and John Bartlett, (2007) "Autothermal thermophilic aerobic digestion (ATAD) - Part I: Review of origins, design, and process operation", J. Environ. Eng. ScL 6: 665- 678

• Noreen Layden, Harlan Kelly, Donald Mavinic, Richard Moles, and John Bartlett, (2007) "Autothermal thermophilic aerobic digestion (ATAD) - Part II: Review of research and fuil-scate operating experiences", J. Environ. Enp. Sci.. 6: 679-690

• Kelly, Harlan, Blake Smith and Kirby Mohr, (2007) "Justice Institute of BC Maple Ridge Fire and Safety Training Centre Intermediate Treatment of Oily Wastewater from Fire Fighter Training Exercises", BCWWA Conference, Penticton, BC, Canada, April

• Kelly, Harlan, Ai Gibb and Hart Frese, "Biological Nutrient Removal Operating Experience for Trickling Filter - Activated Sludge Combination", Trickling Filter, Biofilter & Combined System - Design & Operation Specialty Seminar, PNWCWA Annual Conference, Coeurd'Alene, Idaho, October I, 2006

• Kelly, Harlan G. "ATAD Digesters in Review: Operations and Other Issues", IWEA 23rd Annual Operators Training Conference, Chicago, II, 2006

• Kelly, Harlan G., Howard Dallimore "Process and Instrumentation Diagrams for Municipal Treatment Plants: An Overview," BCWWA 34th Annual Conference and Exposition, April 30, 2006

• Kelly, Harlan, G., "Emerging Processes in Biosolids Treatment, 2005", J. Environmental Engineering Sci, 5, pi 78- 186,2006

Dayton & Knight Ltd. CONSULT I Ht: EKGIHFEH& Page 136 of 192

Harlan G. Kelly, P.Eng., P.E., DEE

• Kelly, Harlan, G., Al Gibb, Han Frese, Fred Koch, "Ten Years of BNR Operation Experience for a Trickling Filter- Aciivated Sludge Combination", Proceeding IWA Specially Conference, Nutrient Management in Wastewaier Treatment Processes and Recycle Streams, September 19-21, 2005, Krakow, Poland, pp.845-854.

• Asif Qureshi. Kwang V. Lo, Donald Mavinic, Ping H, Liao, Fred Koch, Harlan Kelly. "A Study on Dairy Manure Treatment, Digestion and Nutrient Recovery as Phosphate Fertilizer", Proceedings Animal Agriculture and Processing: Managing Environmental Impacts, Aug. 31 - Sept. 2, 2005, St. Louis, MO.

• Kelly, Harlan, G., Roger Warren, "Ten Years of Design for Autothermal Thermophilic Aerobic Digestion", 3rd Canadian Organic Residuals Regarding Conference, Calgary, AB, June 3, 2005.

• Kelly, Harlan, G., Gibb, Alan, and Hutchinson, Larissa, "Capiial Regional District Victoria, BC Core Area Liquid Waste Management Pian, Sludge Management Option Study", 3rd Canadian Organic Residuals Recycling Conference, Calgary, AB, June 3, 2005

• Kelly, Harlan, G., and Jianpeng, Zhou, "Design Considerations for Autothermal Thermophilic Aerobic Digestion", Illinois Water Environment Association 25th Annual Conference & Exhibition, 2005, March 9-11, Rockford, Illinois, USA

• Kelly, Harlan, G., Urban, Wayne, Warren, Roger, "Design Considerations for Autothermal Thermophilic Aerobic Digestion", ASCE Conference, Anchorage AK, May 2005

• Li, J.Z., D.S. Mavinic, and H.G. Kelly, (2003) Determining the Volatile Fatty Acid Equivalent in Thermophilic Aerobicallv Digested Sludge Supernatant, Journal Env. Eng., ASCE, April 2003, pp. 397-407.

■ Kelly, Harlan G., Donald S. Mavinic, et al. (2003)"Autothermal Thermophilic Aerobic Digestion Research, Application and Operational Experience", WEFTEC 2003 Workshop W104, Thermophilic Digestion: Hot Update!, Los Angeles, CA., October 11, 2003

• Kelly, Harlan G. (2003) "Emerging Processes in Biosolids Treatment 2003", 2nd Canadian Organic Residuals Conference, April 25,2003.

• Zhou, Jianpeng, Donald S. Mavinic, Harlan G. Kelly, and William D. Ramey, (2002) "Effects of Temperatures and Extracellular Proteins on Dewaterabilily of Thermophilically Digested Biosolids", Journal of Environmental Engineering and Science, Volume I, Number 6, November 2002.

• Zhou, Jianpeng, Harlan Kelly, and Don Mavinic, "ATAD Biosolids: Factors of Impact on Dewatering Properties", Northwest Biosolids Management Association Annual Conference, September 22, 2002, Harrison, B.C., Canada.

• Zhou, Jianpeng, Donald S. Mavinic, Harlan G. Kelly, and William D. Ramey, "Dewaterability of Thermophilically Digested Biosolids: Effects of Temperature and Cellular Polymeric Substances", Proceedings of 2002 Joint CSCE/ASCE-EWRI Environmental Engineering Conference, July 21-24, 2002, Niagara Falls, Ontario, Canada.

• Jowitl Li, Don S. Mavinic, and Harlan G. Kelly, "Comparison of Batch and Continuous Feeding for Thermophilic Aerobically Digested Sludge Supernatant as a Carbon Source for Biological Nutrient Removal", Journal of Environmental Engineering and Science, 2002.

• Zhou, Jianpeng, Harlan G. Kelly, Donald S. Mavinic and William D. Ramey, "Digestion Effects on Dewaterability of Thermophilic and Mesophilic Aerobically Digested Biosolids" WEFTEC 2001, Water Environment Federation 74th Annual Conference & Exposition, Oct. 13-17, 2001, Atlanta, Georgia.

-Ik Dayton & Knight Ud. Page 137 of 192

Harlan G. Kelly, P.Eng., P.E., DEE

• Zhou, Jianpeng, Donald S. Mavinic and Harlan G. Kelly, "Floes Size Profiling to Characterize Dewatering Properties of Thermophiiic and Mesophilic Aerobically Digested Biosolids" Canadian Society for Civil Engineering, 7th Environmental Engineering Specialty Conference, May 30-June 2, 200], Victoria, BC (award recipient).

• Kelly, Harlan G., A. Gibb and H. Frese, Design and Operating Experience for Trickling Filter-Solids Contact or Activated Sludge, and Biological Nutrient Removal Operating Experience for Trickling Filler Activated Siudge Combination, PNCWA Specialty Seminar Trickling Filters, Couerd' Alene, ID, Oct 1,2006.

• Kelly, Harlan G., ATAD Digesters in Review: Operations and Other Issues, 1WEA 23rd Annual Operators Training Conference, Chicago, IL, 2006.

• Kelly, Harlan G, Howard Dallimore, Process and Instrumentation Diagrams for Municipal Treatment Plants: An Overview, BCWWA 34th Annual Conference and Exposition, April 30, 2006.

• Kelly, Harlan G., et al., "Fuel Cell Power Plants for ADG", Innovative Electro technologies in Water and Wastewater Treatment Seminar, B.C. Hydro Power Tech., Richmond, B.C., May 2001.

• Kelly, Harlan G. "Odour measurements and regulation", Controlling Odour from Municipal and Industrial Wastewater Plants Seminar, Burnaby, B.C., December 1, 2000.

• Kelly, Harlan G. "Emerging Processes in Biosolids Treatment", Virginia Water Environment Association Proceedings, Richmond, VA, November 2, 2000.

• Kelly, Harlan G. "Comparing Biosoiids Treatment of Thermophiiic Digestion, Thermal-chemical and Heat Drying Technologies", 1st Canadian Biosolids Conference Proceedings, Toronto, ON, September 2000.

• Poeckes, Mike, Harlan Kelly and Dave Oerke, "A Review of the Innovative ATAD Processes at the Edwards WWTP", 73rd Annual Rocky Mountain Water Environment Association Proceedings, Vail, CO, Sept. 10-13,2000.

• Kelly, Harlan G., Comparing North American Biosolids Treatment of Thermophiiic Digestion, Thermo-chemical Heat Drying Technologies", 4th European Conference on Sludge Management, Wakefield, UK, November 1999.

• Poeckes, Mike ERW&SD, T. Retz; Harlan Kelly, D&K, Tom Houston, City of Durango, "The Fit of ATAD to the Vail Valley Biosolids Handling Solutions", Proceedings Wat. Env. Fed., Session 22 Residuals and Biosolids, WEFTEC '99, New Orleans, October 1999.

• Kelly Harlan G., D&K, Bruce Snyder, CDM; Chris Helfrich, City of Sunrise; "Design and Start-up of an Innovative Large Scale Autothermal Thermophiiic Aerobic Digestion Facility, Sunrise, FL", Proceedings Wat. Env. Fed., Session 22 Residuals and Biosolids, WEFTEC '99, New Orleans, October 1999.

• Kelly, Harlan G., "Comparing North American Biosolids Treatment of Thermophiiic Digestion, Thermal-chemical and Heat Drying Technologies", Proceedings 24th European Biosolids and Organic Residuals Conference. Wakefield, West Yorkshire, England, November 16. 1999.

• Boyle, John and Harlan G. Kelly, "French Creek Water Pollution Control Centre Odour Control"" Proceedings 1999 Annual Biosolids Conference, Northwest Biosolids Management Association Chelan, WA, September 12-14, 1999.

• Ris, Jim, Mike Poeckes, Tom Houston, Harlan Kelly, "The Design and Start-up of the World's Largest Veniuri- Pump ATAD", Proceedings of Wat. Env. Tech., 12ih Annual Residuals and Biosolids Management Conference, July 12-15, 1998, p. 189.

Dayton &Knigtit Ltd. CONSU1.TJHC ENCIKIHIti Page 138 of 192

Harlan G. Kelly, P.Eng., P.E., DEE

de Boer, Andrew, Seamus Frain and Harlan Kelly, "Autolhermnl Thermophilic Treatment of Biosolids for Sendai, Japan". Proceedings of Wat. Env. Tech., !2th Annual Residuals and Biosolids Management Conference, July 12-15, 1998.

Gibb, A.J. and H.G. Kelly, A, Berzins, H. Frese, L. Robertson, F.A. Koch. 'The Importance of Operational Controls for Biological Nutrient Removal in a Trickling Filter Activated Sludge Process", IAWQ, 19th Biennial Conference Proceedings, June 21-26, 1998, Vancouver, Canada, pp. 1-8.

Kelly (1998), Hnrlan G. Kelly, Keith Allan and Tom Surrey, "New Plymouth Biosolids Handling and Pasteurization Process Selection", Proceeding of the Wat. Env. Fed. Technical Conference and Exhibition, WEFTEC ASIA, Singapore, Vol. 2, March 7-11, 1998.

Gibb, A.J., H.G. Kelly, A. Berzins, H. Frese, L. Robinson and F.A. Koch, "The importance of operational controls for biological nutrient removal in a trickling filter-activated sludge process", proceeding IAWQ, WTP01, Vancouver, B.C.. Canada, June 1998, pp. 1-8.

Poekes, Mike, and Harian Kelly, et.al. "The Design and Start-Up of the World's Largest Pumped Venturi ATAD" 12th Annual Residuals and Biosolids Management Conference Proceedings, Bellevue, Washington USA, July 1998.

de Boer, Andrew, Harian Kelly, Seamus Frain, "Autothermal Thermophilic Treatment of Biosolids for Sendai, Japan" 12th Annual Residuals and Biosolids Management Conference Proceedings, Bellevue, Washington USA, July 1998.

Boyle John, Harian G. Kelly, "French Creek WPCC Odour Control", BCW&W 26th Annual Conference, Whistler, B.C. April 28, 1998.

Kelly, Harlan, Keith Alium and Tom Surrey, "New Plymouth Biosolids Handling and Pasteurization Process Selection", WEFTEC Asia Conference proceedings, Singapore, March 9, 1998, pp. 601,607.

Kelly, Harlan G., and Victor Wong "Automation of Auiothermal Thermophilic Aerobic Digestion", proceedings 2nd European Biosolids and Organic Residuals Conference, Wakefield, West Yorkshire, England, November 17-19, 1997.

Ris, J., Harlan Kelly, Mike Lutz, T. Huston, M. Poeckes and G. Ergman. Design and Start-up of World's Largest Venturi Pump ATAD, RMWEA Conferences, Ruidoso, New Mexico, September 16, 1997.

Kelly, Harlan G., and Victor Wong "Stability in Autothermal Thermophilic Aerobic Digestion", Wat. Env. Fed. Proceedings, Residuals & Biosolids Management in an Urban Environment, Philadelphia, PA, August 3-6, 1997.

Kelly, Harlan G., and Roger Warren, "Autothermal Thermophilic Aerobic Digestion Design", Proceedings ASCE/CSCE Joint Environmental Engineering Conference, Edmonton, Alberta, Canada, July 1997.

Kelly, Harlan G., "Aulolhermal Thermophilic Aerobic Digestion, Heat Budgets", Wai. Env. Fed. Proceedings, 10th Annual Residuals and Biosolids Conference, Denver, CO, August 18, 21, pp. 8-17 to 8-24, 1996.

Chu, A, D.S. Mavinic, W.D. Ramey and H.G. Kelly, "A Biochemical Metal Describing Volatile Fatty Acid Metabolism in Thermophilic Aerobic Digestion of Wastewater Sludge", Wat. Res, 30, No. 8, pp. 1759-1770, 1996.

Kelly, Harlan G., A. Berzins, A.J. Gibb, "Advanced Biological Wastewater Treatment Using Trickling Filters and Thermophilic Sludge Digestion", Wat. Env. Fed., Proceedings, New and Emerging Technologies and Products Conference. Toronto. Ontario. Canada, June, 1995, pp. 3-49, 3-60.

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Harlan G. Kelly, P.Eng., P.E., DEE

• Kelly, Harlan G., Roger Warren, "Whai's in a Name? Flexibility", Wat. Env. Fed. 7, No. 7, July 1995, pp. 46-50.

• Kelly, Harlan G., AJ. Gibb, "The Importance of Sludge Age Control for Biological Nutrient Removal in the FGR- SGR Process", ASCE, EE Proceedings 1995 National Conference, Pittsburg. July, 1995.

• Kelly, Harlan G, et al, "Hoi Tips for Auiothermal Aerobic Digestion", Wat. Env. Fed., Operations Forum, 12, No. 5, May, 1995, pp. 20, 24.

• Gibb, A.J., M.F. Crowe, H.G. Kelly, F.A. Kocli, W.K. Oldham, "Optimization of Biological Nutrient Removal for Trickling Filter Plants", Wat. Env. Fed. Proceedings Biological Treatment, Chicago, 111., October. 1994, pp. 701-712

• Chu A, D.S. Mavinic, H.G. Kelly, W.D. Ramey, "Volatile Fatty Acid Production in Thermophiiic Aerobic Digestion of Sludge", Wat. Res., Vol. 28, No. 7., pp. 1513-1522, 1994.

• Poeckes, M., D. Oerke, M. Maxwell, Steve Rogowski, H.G. Kelly, "Evaluation of the Autothermal Thermophiiic Aerobic Digestion (ATAD) Biosolids Stabilization Process to Meet New EPA 503 Requirements", Proceedings Water Environment Federation Spec. Conference. Management of Water and Wastewater Solids for the 21st Century,June, 1993,pp. 10-1, 10-12

• Kelly, Harlan G., H. Melcer, D.S. Mavinic, "Autothermal Thermophiiic Aerobic Digestion of Municipal Solids: A One Year, Full Scale Demonstration Project", Water Environment Federation Res., 65, 1993, pp. 849-861.

• Gibb, A.J., M. Crowe, H.G. Kelly, F.A. Koch and W.K. Oldham, "Biological Nutrient Removal in a Pilot Scale Fixed Suspended Growth System", Proceedings ASCE Env. Engineering, July 1993, pp. 1801-1808.

• Kelly, Harlan G., Autothermal Thermophiiic Digestion of Municipal Sludges for Application to Forest and Agricultural Soils in British Columbia, presented at BIOFOR/BIOQUAL 1992, Vancouver, B.C., June 9-11, 1992.

• Kelly, Harlan G., "Resort Municipality of Whistler Wastewater Treatment Plant" Abst., Proceedings, British Columbia Water & Waste Association Annual Conference, Whistler, B.C., April 29, 1992.

• Kelly, Harlan G., "Autothermal Thermophiiic Aerobic Digestion of Municipal Sludges: Conclusions of a One-Year Full-Scale Demonstration Project", W.P.C.F., Paper #AC91-065-002, Toronto, Ontario. October 1991.

• Kelly, Harlan G., "Autothermal Thermophiiic Aerobic Digestion: A Two-Year Appraisal of Canadian Facilities", Proceedings ASCE, Environmental Engineering, Reno, Nevada, July, 1991.

• Kelly, Harlan G., "Liquid Composting of Municipal Sludge for Agricultural Use in Small Communities", British Columbia Water & Waste Association, Conference, Victoria, B.C., April 24, 1990.

• Kelly, Harlan G., Donald S. Mavinic, F.A. Koch, R.D. Wetter, Henryk Melcer, Liquid Composting of Municipal Sludge for Agricultural Use in Small Communities: Canadian Application", I.A.W.P.R.C. Proceedings, 1990 Siudge Management Conference, Los Angeles, CA, January 1990.

• Gibb, A.J. H.G- Kelly. F.A. Koch, W.K. Oldham, "A Full Scale Evaluation of Biological Phosphorous Removal Using a Fixed and Suspended Growth Combinaiion", 12th Symposium on Wastewater Treatment Proceedings, Montreal, Que, Canada, November, 1989.

• Kelly, Harlan G., "Municipal Sludge Treatment by Aerobic Thermophiiic Digesiion: A Comparison with Canadian Experience", W.P.C.F. Asia/Pacific Rim Conference Proceedings on Water Pollution Control, Honolulu, Hawaii, October, 1989.

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Harlan G. Kelly, P.Eng., P.E., DEE

• Kelly, Harlan G., "Aerobic Thermophiiic Digestion or Liquid Composting of Municipal Sludges". Proceedings En. Eng. Div. ASCE Specialty Conference, Austin, Tx, July, 1989.

• Kelly, Harlan G., A. Gibb, "Biological Phosphorus Removal Using a Fixed and Suspended Growth Combination: A First Year Appraisal", Proceedings Env. Eng. Div. ASCE Specialty Conference, Austin, Tx, July, 1989.

• Kelly, Harlan G.. "Bio-P Treatment and Using a Fixed and Suspended Growth Combination: A Demonsiration Project", Proceedings Env. Eng. Div. ASCE Specialty Conference, Orlando, Fl, July, 1987.

• Kelly, Harlan G., B.L. Walker, Dr. Cassavant, "Belt Filter Press Dewatering", British Columbia Water & Waste Associaiion Annual Convention, Penticton, April, 1985.

• Kelly, Harlan G., Brian L. Walker, Dick Cassavant, "inlerface 82, Belt Filter Press Sludge Dewaiering", Joint Conference of the Pacific Northwest Pollution Control Association and British Columbia Water and Waste Associaiion, Vancouver, B.C., November 5. 1982.

• Kelly, Harlan G.. Steven Lewis, "Joint Abbotsford-Matsqui Environmental System (J.A.M.E.S) Sanitary - Interceptor, Design and Construction" Sewer Design and Construction, Pac. N.W. Poll. Contr. Fed.. Vancouver, B.C., November 1982.

• Kelly, Harlan G., "Corrosion Control in WastewaterTreatment Plants," -Corrosive Control Techniques, British Columbia Water & Waste Association seminar proceedings, December, 1980.

• Kelly, Harlan G., "A Design Proposal for Timber Pile Supported Sewers", Canadian Journal of Civil Eneineering, Vol. 7, Number 4, pp. 629-641, 1980.

• Kelly, Harlan G., "Design Proposals for Small Sewage Lift Stations", Water and Sewer Works Journal, Ref. Issue, 1976.

• Kelly, Harlan G., R.D. Cameron, Pollution from Refuse Dumps, B.C. Ministry of Environment, Waste Management Branch, Victoria, B.C., 1972.

Drainage, Slormwater Management

• Hicks, Robert W.B., E. Regts, Harlan G. Kelly, "Urban Weilands for Mu Hi-disciplinary Stormwater Management," ASCE HYD DIV. San Francisco, CA, July 25-30, 1993, pp. 1090-1096.

• Kelly, Harlan G., Jack, M.R. Bryck, "Understanding the Use of Deiention Storage in Stormwater Management; A British Columbia Perspective." Can Wat. Res. Jour., Vol 12, No. 1, pp. 78, 88, 1987.

• Kelly, Harian G., "Designing Retention Basins for Small Land Developments". Water nnd Sewer Works Journal, pp, 78,80, October. 1977.

• Bryck, Jack M.R., Harlan G. Kelly, D. Bowins, "A Comparison of Modelled and Measured Flows for McKenney Creek Drainage Basin", Proceeding Stormwater and Water Quality Management Modelling and SWMM Users' Group, Toronto, Ont., September, 1986.

• Kelly, Harlan G., Steven Lewis, "Joint Abbotsford-Matsqui Environmental System (J.A.M.E.S) Sanitary - lntercepter. Design and Construction" Sewer Design and Conslruclion, Pac. N.W. Poll. Contr. Fed., Vancouver, B.C., November 1982.

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Harlan G. Kelly, P.Eng., P.E., DEE

• Fuzzy Logic for Watershed ManagemenI Decisions, Confronting Uncertainty: Managing Change in Water Resources and the Environment, CWRA BC Branch Conference, October 27-28, 1999, Richmond, British Columbia.

• Multiple Objective Analysis for Stormwaler Management Decisions, BCWWA Annual Conference, April 26-27, 1999, Vernon, British Columbia

• Calibration of an Urban Watershed Model. Mountains to Sea: Human interaction with the Hydroiogic Cycle, CWRA 51st Annual Conference Proceedings, June 10-12, 1998. Victoria, British Columbia, also presented at SWMM Workshop, 1997, Toronto, Ontario

Solid Wastes

• Kelly, Harlan G., R.D. Cameron, Pollution from Refuse Pumps. B.C. Ministry of Environment, Waste Management Branch, Victoria, B.C., 1972.

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Allan Gibb, Ph.D., P.Eng. Senior Environmental Engineer

Dr. Gibb is a senior engineer with an extensive background and experience in wastewater treatment and stormwater management. He acts as a project manager and technical specialist, focusing on the planning and preliminary phases of engineering projects.

Education HIGHLIGHTS OF PROJECT EXPERIENCE

• Ph.D., Environmental WASTEWATER Engineering, University of British Columbia, 1995 Liquid Waste Management Planning

• M.A.Sc, Environmental • Led multi-disciplinary teams in developing Liquid Waste Management Engineering, University of Plans for ihe Fraser Valley Regional District (Stage 1). the Sunshine British Columbia, 1990. Coast Regional District (Stage 2}, the City of Salmon Arm (Stages 1 to

• B.A.Sc, Bio-Resource 3), the City of Powell River (Stages 2 and 3), the Regional District of Engineering, University of Kootenay Boundary (Stage 1), the City of Revelstoke (Stages 1 to 3), the British Columbia, 1987. Town of Ladysmith (Stages 1 to 3), and updating of the LWMP for the Resort Municipality of Whistler - the LWMPs included evaluation of Professional Affiliations options and recommendations for control of non-point source pollution, wastewater collection and treatment, stormwater management, and use of • Registered Professional reclaimed water and biosolids. Engineer, Province of British Columbia, 1991 » Project Manager for 20-Year Facilities Plan for the Northwest wastewater treatmenl plant in the Metro Vancouver area, including Employment History strategies for accommodating variable industrial loads, evaluation of

• 1995 10 present. Senior process options for liquids and solids, and financial, social and Environmental Engineer Dayton environmental analysis. & Knight Ltd., Consulting Engineers, West Vancouver, . Project manager for preparation and updating of Master Plan for future B.C. improvements to the Joint Abbotsford-Mission (J.A.M.E.S.) wastewater treatment facilities, including estimated costs and staging of • 1998 to present, Part-time improvements. Instructor in Wastewater Engineering, British Columbia • Evaluation of process options for interim improvements and the addition Institute of Technology, of full secondary ireatment lo the lona Island and Lions Gate wastewater Burnaby, B.C. treatmenl plants in the Metro Vancouver area. • 1990 to 1994, Research and Development Engineer, British • Provided wastewater conveyance and treatment expertise for the Capital Columbia Research Corporation, Regional District (Greater Victoria area) Core Area and West Shore Vancouver, B.C. Sewage Treatmenl Site Identification and Evaluation.

. 1986 to 1990, Engineer-in- . Plant audits and optimization studies for wastewateT Ireatment plants to Training, Dayton & Knight Ltd, determine design and operational needs, including the Resort Consulting Engineers, West Municipality of Whistler, the City of Salmon Arm, the Town of Creston Vancouver, B.C. and the Village of Montrose.

Memberships • Evaluation of options for the use of reclaimed effluent from wastewater • Association of Professional treatment plants for Metro Vancouver wastewater treatment plants. Engineers and Geosci en lists

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Allan Gibb, Ph.D., P.Eng. Memberships (confd.) • Evaluation of options for reuse of grey water and rainwater for Metro • British Columbia Waier and Vancouver area. Wasie Association, Wasiewater Committee • Pre-design study and cost-benefit analysis for on-sile water reclamation

• Canadian Waier Resources and reuse system at the City of Salmon Arm wastewater treatment plant. Association • Evaluation of seplage treatment and disposal options for the Regional • Volunteer mentor for dt District of Powell River. S.U.C.C.E.S.S. Institute assisting recently arrived • Environmental impact studies for wastewater treatment plant outfall professionals from overseas to discharges for the City of Salmon Arm and Westshore Terminals Lid. integrate into the local professional community and • Preparation of grant funding applications on behalf of numerous local pursue employment governments to support wastewater planning and infrastructure improvement. Project Awards

• 2006 City of Salmon Arm Regulations and Design Guidelines Salmon Arm Water Pollution Control Centre. Stage IIIB • Completion of applications for registration of discharges under the B.C. Upgrade Project Municipal Sewage Regulation for municipalities and private clients. (Environmental Award) Co-author of draft revisions to Guidelines for Preparing Liquid Waste • 2006 Consulting Engineers of Management Plans for the B.C. Ministry of Environment. B.C., City of Salmon Arm Stage IIIB Expansion of the Salmon • Updated and revised the "Design Guidelines for Wasiewater Systems in Arm Water Pollution Control B.C. Region" for Indian and Northern Affairs Canada. Centre (Award of Merit)

• 2004 Planning Institute of British • Prepared draft source control bylaws for the Squamish-Lillooet Regional Columbia, City of Coquithm District, theCityof Chilliwack, and the City of Powell River. Integrated Storm water Management Policy and User • Developed enforcement strategy for the City of Campbell River source Guide (Award of Excellence) control bylaw.

• 2007 Canadian Institute of Process Design Planners, City of Vancouver Still Creek Rehabilitation and • Process design studies for upgrading and expansion of primary, Enhancement Study (Environmenial Planning Award secondary and advanced wastewater treatment plants, including Metro Honorable Mention) Vancouver (NW Langley and Lions Gate plants), the Regional District of Nanaimo, the Resort Municipality of Whistler, the City of Salmon Arm Academics and the Powell River Regional District.

• Part-time faculty member at the • Process design for biological nutrient removal from domestic wastewater British Columbia Institute of for the City of Salmon Arm, Ihe Resort Municipality of Wbistler in B.C., Technology, (BCIT), instructing and the Town of Lac Labiche in Alberta. engineering courses on municipal wastewatercharacterizaiion, • Aerated lagoon process design for the District of Houston, the Town of collection, treatment and disposal in ihe Bachelor of Technology Smilhers, the City of Prince George and the City of Powell River. Environmental Engineering Program • Process design for aerobic digester at the City of Kimberley.

• Faculty Advisor for industry • Process design for sequencing batch reactor to nitrify ammonia in the belt sponsored student projects in the filter press return stream at the Joint Abbotsford Mission Environmental Environmental Engineering System. Program at BCIT. Dayton & Knight Ud. .He CONllTLTlhC (NGIhEIRS Page 144 of 192

Allan Gibb, Ph.D., P.Eng.

• Evaluation of innovative activated sludge wastewater treatment process in ihe Czech Republic for potential private investor.

Operations and Monitoring

■ Trouble-shooting, process optimization, and operaiional assistance for wastewater treatment plants, including Ihe Resort Municipality of Whistler, the City of Campbell River, the City of Kimberley, the City of Salmon Arm, Metro Vancouver (NW Langley), and ihe Sunshine Coasi Regional District.

• Prepared operating plans and/or manuals for wastewater treatmeni plants at the City of Campbell River, Westshore Terminals Ltd., and the District of Port Edward,

• Led design and implementation of receiving environment monitoring programs for the outfall discharges at the City of Campbell River and the Abbotsford-Mission (J.A.M.E.S.) wastewater treatment plants.

• Annual reporting for the National Pollutant Release Inventory for wastewater treatment plants at the City of Campbell River, Abbotsford-Mission (J.A.M.E.S.), and the Resort Municipality of Whistler.

Residuals and Biosolids

• Evaluation of options for management of non-recyclable solids residuals from wastewater treatment plants for Metro Vancouver.

• Team member for the Core Area Liquid Waste Management Plan Sludge Management Options Study for the Capital Regional District (greater Victoria area).

• Evaluation of treatment options to produce Class A biosolids at the City of Prince George.

• Evaluation of options for treatment and beneficial reuse of biosolids for poteniiaJ future facilities in the Capital Regional District.

• Preparation of short-term and long-term plans for beneficial use of biosolids at the City of Campbell River, the City of Salmon Arm, the City of Kimberley, the Town of Creston and the Village of Gold River.

• Site assessments to identify suitable locations for land disposal of biosolids at ihe Town of Gibsons and Matsqui Prairie

Research and Development

• Designed and conducted full-scale investigations of a combined trickling filter-activated sludge process for biological nutrient removal from domestic wastewater, including evaluations of plant design and operating criteria al the City of Salmon Arm.

• Designed and conducted pilot-scale studies to further develop a combined trickling filter-activated sludge process for biological nutrient removal from domestic wastewater at the University of British Columbia.

• Designed and conducted pilot-scale study to evaluate various trickling filter media configurations for the biological nutrient removal process at the City of Salmon Arm.

• Designed and conducted pilot-scale investigations to evaluate chemical and biological treatment processes and blending of primary and secondary effluent for reduction of effluent toxicily at the lona Island and Lions Gate wastewaier treatmeni plants in the Metro Vancouver area.

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Allan Gibb, Ph.D., P.Eng.

• Conducted pilot-scale studies to evaluate various trickling filter media configurations for the removal of oxygen-demanding substances and suspended solids from domestic wastewater at the Joint Abbotsford Mission (J.A.M.E.S) wastewater treatment plant.

• Process advisor for pilot-scale studies investigating recovery of phosphorus (struvite) crystals from centrate at the City of Salmon Arm wastewater treatment plant.

Construction

• Site engineer for construction of environmental engineering projects, including biosolids storage basins and drying beds, sewage outfall, sewage treatment plant expansion and water supply reservoir.

STORMWATER

• Principal author of manuals containing regulatory, structural, and non-structural Best Management Practices for stormwater runoff for the Metro Vancouver Liquid Waste Management Plan.

• Principal author of "Urban Runoff Quality Control Guidelines for the Province of British Columbia" for ihe B.C. Ministry of Environment.

• Principal author of a comprehensive review of available information regarding ihe quality of urban stormwater runoff and management/treatment schemes for improving runoff quality for Metro Vancouver, City of Surrey and the B.C. Ministry of Transportation and Highways.

• Preparation of stormwater policy and design manuals for B.C. municipalities, including the City of Coquitlam, the City of Salmon Arm and the City of Vernon.

• Led a multi-disciplinary team for preparation of a guidance manual setting out detailed procedures for the design, construction, implementation and maintenance of Low Impact Development Measures for greenfield development in the City of Coquitlam.

• Participated in ihe Still Creek Rehabilitation and Enhancement Study for the City of Vancouver as a specialist advisor on stormwater Best Management Practices.

• Assisted with development of stormwater infiltration design criteria for the Township of Langley.

• Participated in Master Drainage Plans, drainage studies, and stormwater management plans for the City of Chilliwack, the City of Kelowna, the City of Port Coquitlam, the City of Coquitlam, the City of Vemon, the City of New Westminster, the VillageofTelkwa, the Corporation of Delta, and the City of Salmon Arm, including elements for flood control, erosion control and protection of streams and water quality.

WATER DEMAND MANAGEMENT

■ Project manager for Water Use Efficiency Studies for the City of Powell River, ihe City of Revelstoke, and the Town of Creston, including cost-benefit analysis of options for reducing water demand.

• Project Manager for development of the Water Demand Management Strategy for the Township of Langley, including evaluation of water demands and cost-benefit analysis of water demand reduction options.

PAPERS AND PUBLICATIONS

• Gibb, A.J. and J. Vurzinger, "Sequencing Batch Reactor Nitrification of Pressate from a Belt Filter Press," BCWWA 2001 Annual Conference, Penticlon, B.C. Dayton & Knight Ltd. Page 146 of 192

Allan Gibb, Ph.D., P.Eng.

. Gibb, A.J., H. Kelly, R. Homer, T. Schueler, J. Simmler and J. Knutson, Best Management Practices, Guide for Stormwater, prepared for Greater Vancouver Regional District Sewerage and Drainage District, October 1999.

. Dayton & Knight Ltd., et.al., Options for Municipal Stormwater Management Governance, prepared for the Greater Vancouver Sewerage and Drainage District, April 1998.

- Gibb, A.J., and R. Campbell, "Process Optimization of the Oxidation Ditch Process." presented at British Columbia Water and Waste Association Annual Conference, Penticton, B.C., 2005.

. Gibb, A.J., and J. Cordoni. "City of Coquitlam Low Impact Development Policy and Procedures Manual," presented at Public Works Association of British Columbia Annual Conference, Salmon Arm. B.C., 2005.

. Gibb, A.J., H.G. Kelly, A. Berzins, H. Frese, L. Robinson and F.A. Koch, "The importance of operational controls for biological nutrient removal in a trickling filter-activated sludge process", proceeding IAWQ, WTPO1, Vancouver, B.C. Canada, June 1998, pp. 1-8

. Gibb, A.J., M. Crowe, H.G. Kelly, F.A. Koch and W.K. Oldham, "Biological Nutrient Removal in a Pilot Scale Fixed Suspended Growth System", Proceedings ASCE Env. Engineering, July 1993, pp, 1801-1808.

• Gibb, A.J., M.F. Crowe, H.G. Kelly, F.A. Koch. W.K. Oldham, "Optimization of Biological Nutrient Removal for Trickling Filter Plants", Water Environment Federation, 67th Annual Conference Proceed., Biological Process, Vol. I, 1994, pp. 701-712.

. Gibb, A.J., H.G. Kelly. F.A. Koch, W.K. Oldham, "A Full Scale Evaluation of Biological Phosphorous Removal Using a Fixed and Suspended Growth Combination", 12th Symposium on WastewaterTreatment Proceedings, Montreal, Que, Canada, November, 1989.

. Gibb, A.J., B. Bennett and A. Birkbeck, Urban Runoff Quality and Treatment: A Comprehensive Review, British Columbia Research Corporation, Vancouver, B.C., March, 1991.

. B.C. Research (authored by AJ. Gibb), Urban Runoff Quality Control Guidelines for British Columbia, B.C. Environment, June. 1992.

. Hunter, R., AJ. Gibb and H.G. Kelly, "Biological Nutrient Removal for Whistler, B.C.", Environmental Science & Engineering, November, 1995, pp 40-42.

. Kelly, H, H. Frese, A. Gibb and F. Koch, "Ten Years of Operating Experience for a Trickling Filter Combination", Proc. IWA Specialty Conference, Nutrient Management in Wastewater Treatment Processes and Recycle Streams, Krakow, Poland, September 2005, pp.845-854.

. Kelly, Harlan G., A. Berzins, AJ. Gibb, "Advanced Biological WastewaterTrealment Using Trickling Filters and Thermophilic Sludge Digestion", Wat. Env. Fed., Proceedings, New and Emerging Technologies ant! Products Conference, Toronto, Ontario, Canada, June, 1995, pp. 3-49,3-60.

• Kelly, Harlan G., AJ. Gibb, "The Importance of Sludge Age Control for Biological Nutrient Removal in the FGR-SGR Process", ASCE, EE Proceedings 1995 National Conference, Piltsburg, July, 1995.

. Kelly, Harlan G., A. Gibb, "Biological Phosphorous Removal Using a Fixed and Suspended Growth Combination: A First Year Appraisal", Proceedings Env. Eng. Div. ASCE Speciality Conference. Austin, Tx, July, 1989.

. Gibb, A.J., and J. Vurzinger, "Sequencing Batch Reactor Nitrification of Pressate from a Belt Filter Press," presented al British Columbia Water and Waste Association Conference, Penticton, B.C., 2001. Dayton & Knight Ud.

CONSln ■ I ■■(, Page 147 of 192

Jack Lee, P.Eng. Senior Project Manager

Mr. Lee is an Officer and Senior Engineer with extensive experience in construction management, wastewater collection, waierworks and stormwater projects. He is also an expert in hydraulic modeling and transients. He acts as project manager for major construction projects and studies.

Education HIGHLIGHTS OF PROJECT EXPERIENCE

• EPANET Modeling Workshop. TRENCIILESS TECHNOLOGY AND PIPE REHABILITATION University of Berkeley, California, 1994. • Project Manager for pipe bursting 130 m of 300 mm cast iron watemiain to 500 mm DR 17 HDPE pipe for City of Revelstoke. . CYBERNET for AutoCAD Water Distribution Network Modeling. Seattle, Washington. 1993. « Project Manager for slip lining replacement of five large diameter CMP culverts for the City of Burnaby along Gaglardi Way to SFU with Weholite • Water Distribution System - pipe. Computer Analysis & Design, University of British Columbia, • Project Manager for pipe bursting and spot lining repairs to rehabilitate 1989. sanitary sewers for the City of New Westminster.

• Extended Time Period Simulation • Project Manager for directional drilling installation of sanitary sewers in of Water Distribution Systems, Queensborough. University of Wisconsin, Madisoa 1988. • Project Manager for the pipe bursting of the Millstone Sanitary Trunk Sewer. • SCADA for Water Supply and The project consists of upsizing 4000 m of 350 mm asbestos cement pipe to Distribution Systems, University of 65OmmHPDEpipe. Wisconsin, Madison, 1988. WATER SUPPLY AND DISTRIBUTION • Hydraulic Transients, University of Kentucky, Lexington, 1987. • Water Audit and Leak Detection Survey for the Town of Gibsons. Survey to quantify water losses in the Town's distribution system with recommended • Computer Analysis of Water strategies to reduce losses and identify leaks. Hammer in Piping Systems, University of Wisconsin, Madison. 1986. • Norrish Creek water supply for Dewdney-Alouette Regional District. The project consisted of 40,000 metres of 600 mm and 750 mm diameter welded ■ Post Graduate Courses in Civil steel watermain and 900 mm diameter Hyprescon pipe, together with valve Engineering, University of British and PRV chambers. Columbia. • Design and construction of a new well for the Township of Langley. The well • Diploma in Engineering produces 60 L/s and includes the design and construction of a pump house. Administration, University of British Columbia, 1983. • Design and construction of Well No. 2 for the Town of Creston.

• B.A.Sc. (Agricultural Engineering), University of British Columbia, • 150 m of 400 mm 0 D.I. watermain crossing of the Capilano River connecting 1974. the District of West Vancouver's trunk watermain along Keith Road to GVWD's 1600 mm 0 supply main along Capilano Road. Professional Affiliations • 1000 m of twin 600 mm 0 welded sleel watermain crossing of the Fraser • Registered Professional Engineer, River in Mission for Dewdney-Alouette Regional District. Province of British Columbia.

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Jack Lee, P.Eng. Professional Affiliations {cont'd.} . 1100 m of 900 mm p welded sleel pipe crossing of the Fraser River near • Member, American Water Works Hatzic Lake for Fraser Valley Regional District. Association (AWWA). . Fire protection system including a reservoir fire pump station at the Sumas Employment History Tank Farm for Trans Mountain Pipeline Company Ltd.

• 1975 to present . Comprehensive Update to the City of Frederick, Maryland Water Master Dayton & Knight Ltd., Consulting Engineers, North Vancouver, B.C. Plan. The project included hydraulic modeling, condition assessment, water supply and treatment evaluation. . 197410 1975 Canadian Bio Resources Ltd., . 2002 and 2006 Update of the Water Master Plan for the City of Abbotsford. CIoverdale.B.C. • Design and construction of an emergency water supply system for the Town Memberships and Honours of Peachland. The work consisted of 3,000 metres of 400 mm diameter high pressure main, pumping station and head tank. American Waler Works Association • Water system expansion program for the Nakusp Water Commission. The • Standards Committee for PVC Pipe project consisted of 2,700 metres of 200 mm and 300 mm diameter ductile and Finings (C900 and C905) • iron watermain, together with an intake structure, PRV chamber, connections 1989 to date. and a water pumping station. • Sub-committee for revising AWWA No. M23, Manual of • Water supply studies for the Powell River Regional District, City of Water Supply Practices, PVC Pipe - Chilliwack, Fraser Valley Regional District, City of Abbotsford, District of Design and Installatioa Mission, Corporation of Delta, City of Richmond, District of Powell River, District of West Vancouver, City of Port Moody, Regional District of Central • Past member of Standards Kootenay and numerous municipalities in the Greater Vancouver area. Committee on Pipeline Rehabilitation and Lining. WASTEWATER COLLECTION

AWWA Research Foundation • Design and construction of 3300 m of 450 mm to 600 mm diameter low head

• Project Advisory Committee for sanitary siphon for the City of Port Moody. "Characterizing Microbial Water Quality in Non-Potable Reclaimed • Design of a sanitary collection and water distribution system at Huntingdon Water Distribution System to for the District of Abbotsford. Work consisted of approximately 10,000 Optimize End Uses". metres of pipeline, including two lift stations.

Consulting Engineers of British • Construction of 5,800 metres of 450 mm diameter polyethylene forcemain Columbia and two sewage pumping stations for the Department of Transportation at the Vancouver International Airport. • CEBC Boani of Directors . JAMES sanitary interceptor sewer for the Central Fraser Valley Regional • Municipal Liaison Committee District. The project consisted of 7,000 metres of 1500 mm to 1800 mm Chairman diameter reinforced concrete pipe, including a 1,100 metre section of beam

Master Municipal Construction pipe on limber piles. Documents . Collector sewers in Williams Lake, 100 Mile House, Hope and Nanaimo, and

• Civil Committee sewage pumping stations and forcemains in Qualicum Beach and Nanaimo.

Canadian Consulting Engineers ■ Maple Ridge Master Sewer Program. The project consisted of 17,000 metres of large diameter reinforced concrete pipe, together with lateral connections . Award of Merit, 2000 - Pipe and an inverted siphon. Bursting of the Millstone Trunk Sewer Dayton & Knight Ltd Page 149 of 192

Jack Lee, P.Eng. Memberships and Honours (confd.) • City of Abbolsford - Huntingdon Trunk Sewer. Approximately 1900 m of 600 mm p PVC pipe supported on a timber pile system. Association of Professional Engineers and Geoscientists of B.C. WASTEWATER TREATMENT

• 1997 Environmental Award - • Design and consirtiction of modifications to two anaerobic digesters at the Combined Water Supply/Wastewater Utilization Cily of Penlicton Pollution Control Centre, including installation of digester Planning in Vcmon gas mixing equipment.

• Reviewer/Interviewer for Looking- • Stage II Wastewater Treatment Centre Expansion for the Town of Smithers. To-Ejcempl applicants The project included construction of aerated lagoons and miscellaneous work to provide for a 4.2 ML/d plant. Consulting Engineers of British Columbia • Design and construction management of a wastewater treatment plant and spray irrigation for the City of Armstrong. • Lieutenant Governor's Award of Excellence, 2000- Pipe Bursting of • Upgrading of wastewater treatment facility at 100 Mile House. The work the Millstone Trunk Sewer included a spray irrigation system utilizing treated domestic effluent.

• Award of Excellence - Infrastructure Category, 2000 - STORMWATER Pipe Bursting of the Millstone Trunk Sewer • Combined sewer separation program for the City of Burnaby in the Willingdon Capitol Hill area. North Vancouver Chamber of Commerce, 2006 • Design and construction of a 2100 mm diameter stormwater interceptor, including inlet and outlet structures to divert 54,000 L/s (1,900 cfs) for the • Employer of the Year District of West Vancouver.

• Greater Vancouver Regional District. Major stormwater inlet structure upgrades in the City of Port Moody.

• Cat Stream improvements for the City of Nanaimo. The project comprised the construction of a stormwater detention pond, including re-grading and widening the creek channel.

HYDRAULIC MODELLING

• Computer analysis of water systems for the Citty of Campbell River, Cityof Powell River, District of Hope, City of Nanaimo, City of Chilliwack, City of Surrey, City of North Vancouver, District of Mission, City of Abbolsford, District of North Vancouver, District of Pitt Meadows, City of Port Coquillam, City of Coquitlam, Town of Smilhers, City of Port Moody, City of New Westminster, District of West Vancouver, City of Salmon Arm and Fraser Valley Regional District

PAPERS AND PUBLCATIONS

• Smith, Sid and Lee, Jack, "Y2K: Is It a Problem for Small Water Systems". June 22, 1999 American Waterworks Association Conference, Chicago

• Lee, Jack, "Combined Water Supply/Wastewaier Utilization Planning" presented at the 4th Annual HYDROTOP International Conference, Marseille, France, April, 1998. Dayton a Knight Ud. INGINIII^ Page 150 of 192

Jack Lee, P.Eng.

Lee, Jack, "Dual Water Distribution System", presented September 12, 1997 for Public Works Association of British Columbia Conference, Cranbrook.

cie Boer, Andrew and Jack Lee, "SCADA System Planning - a Canadian Experience", presented at the 3rd International Conference on Water Pipeline Systems, Leakage Managenienl, Network Optimization and Pipeline Rehabilitation Technology, BHR Group, The Hague, The Netherlands, May, 1997, pp. 311-321.

Lee, Jack, "Role of Computer Modelling in Infrastructure Management", October 15, 1993 forthe B.C. Municipal Engineers' Division, Burnaby.

Lee, Jack, "Implementation of City of Armstrong's Wastewater Management Plan", April 19, 1993 at BCWWA Annual Conference, Vernon.

Lee, Jack H., "Colebrook Drainage and Irrigation Improvements", presented al the 43rd Annual Conference of the Canadian Waler Resources Association on Innovations in River Basin Management, Penticton, British Columbia, May 1990, pp. 417-421.

Lee, Jack H. andSwanson, David, "Twin Pipeline Crossing of the Fraser River", ASCE, Pipeline Design and Installation, Las Vegas, Nevada, 1990, pp. 658-663.

Lee, Jack H., "Case Study of a Water Distribution System by Computer Modelling", presented at the International Symposium on Computer Modelling of Waler Distribution Systems, Lexington, Kentucky, 1988

Datjtona Knight Uil CONSULTING CNClNEIRS Page 151 of 192

Sean Rooney, E.I.T. Project Engineer

Mr. Rooney has a Bachelors of Applied Science from UBC and is registered as an EIT with APEGBC. Since joining Dayton & Knight in 2005, he has worked on various civil infrastructure projects. Mr. Rooney's experience includes design and contract administration of watermnin replacement including inspection of new water meter installation on existing residential services, watermain and forcemain replacement by pipe bursting, wet well rehabilitation, sanitary pump stations, underground valve chambers, and pressure reducing valve stations.

Education HIGHLIGHTS OF PROJECT EXPERIENCE

• BASc. (Civil Engineering), RELEVENT PROJECT EXPERIENCE University of British Columbia, 2005 Abbotsford Mission Water & Sewer Services - Dickson Lake Upgrades, 2010. Design and Contract Administration for upgrades to the Dickson Lake water • PCSWMM - Urban Storm Water Modeling Course, Computational intake which is a vital link for the supply of approximately 80% of Abbotsford Hydraulics Int.. July 2006. and Mission's drinking water. Upgrades included the installation of 170 meters of 900 mm 0HDPE pipe, 510 meters of 600 mm 0 HDPE pipe and associated Professional Affiliations fittings and valves.

• Registered Engineer in Training British Pacific Properties Ltd. - Integrated Stormwater Management Plan for with the Association of Pipe, Westmount, Cave, Turner and Godman Creeks in the District of West Professional Engineers and Vancouver, 2010. Computer modeling using PCSWMM.NET and analyses of Geoscientists of British Columbia the five creek watersheds, to determine effects of proposed development and (APEG BC) possible mitigative stormwater management options. Integrated Stormwater Management Plan issued as per Metro Vancouver's template. Employment History

• August 2005 - Present City of Kimberley - Marysville PRV Station, 2010. Design and Contract Dayton & Knight Ltd. Adminisiration of a new PRV Station which feeds the Marysville neighbourhood in the City of Kimberley. The PRV station consisted of a 200 • 2004 mm 0 PRV line with a low flow 75mm0 bypass line, associated valves and Hunter Laird Engineering fittings and 150 mm 0 fiowmeterall housed within a new wood frame building.

• 2003 City of Vancouver. Traffic City of Revelstoke -Trans Canada Highway Reservoir, 2010. Pre-design Engineering Department Report for the replacement of the City's one million Imperial Gallon steel reservoir located along the Trans Canada Highway in Revelstoke. Report included sizing of new reservoir, site layout and cost comparisons of steel versus concrete reservoir replacement.

City of Port Moody - Viewmount Watermain Replacement Project, 2009. Contract Administration and Sile Inspection of the replacement of roughly 650 melers of residential walermain including hydrants, valves and residential water services.

Alpha Aviation - Boundary Bay Airport Terminal Building Servicing, 2009. Design and Contract Administration for the site servicing of a new terminal building at Boundary Bay Airport. Servicing work included roadworks, drainage, sanitary sewers and waterworks.

City of Kimberley - Mark Creek Water System 2008 Study. Computer modeling of the City's water distribution system using WaterGems V8.0. The system was modeled to determine its capacity to meet existing and future demands. Dayton & KrtinTit Ltd. Jk CONSULTING Page 152 of 192

Sean Rooney, E.I.T.

. City of New Westminster - 2007 Watermain Upgrade Program. Design, contract administration and site inspection of approximately 3000 m of 150 mm 0 watermain including hydrants, underground valves and installation of new water meters on existing residential services.

. District of Campbell River - PRV Station Design, 2005/2006. Design of three above ground PRV stations and one below ground station. Work includes design and drafting of mechanical details, site plans, and bill of materials.

• City of Revelstoke - Golf Course Well Chlorination Building and Watermain, 2007. Contract Administration for construction of new chlorination building and approximately 400 m of 300 mm 0 watermain.

• City of New Westminster - 2006 Watermain Upgrade Program. Design and contract administration of approximately 3000 m of 150 mm 0 watermain including hydrants, underground valves and installation of new water meters on existing residential services.

• Township of Langley - Sanitary and storm Lift Station Upgrades, 2008. Design of upgrades to six sanitary lift stations and one storm lift station. Upgrades include pump replacement, installation of new flowmeters in underground chambers, wet well rehabilitation, and various electrical, control, and SCADA upgrades.

- City of Abbotsford - Sanitary Lift Station Upgrades, 2008. Contract Administration for civil, mechanical, and electrical upgrades to the Switzer Avenue and McCallum Road Lift Stations.

• District of North Vancouver - Water Main Upgrades, 2005. Designed approximately 950 m of new water main at three separate locations to replace existing mains. Prepared plan-profile drawings, tie-in details and bills of materials.

OTHER PROJECT EXPERIENCE

. District of West Vancouver - 3200 Marine Drive Sanitary Lift Station, 2006/2007. Design of existing sewage lift station replacement including mechanical details and site/civil works.

• City of Bumaby - Boundary Pump Station and 1st Avenue Forcemain Upgrade, 2006. Design and Contract Management of approximately 300 m of 200 mm 0 forcemain pipe bursting along 1st Avenue. Conducted transient analysis with Transam software, prepared plan-profile drawings and specifications including pipe-bursting tender option.

. Gitsegukla First Nations Band - Sunset Avenue Sewage Pump Station, 2006 - Design of new sewage lift station and forcemain.

. Township of Langley - Langley Sewerage Connector #1 Forcemain Replacement, 2005/2006. Pre-design and detailed design of approximately 600 m of 900 mm 0 sanitary forcemain.

. Township of Langley - Highpoint Development, 2006. Design of new sanitary pump station fora proposed development in South Langlqjf. Dayton & Knight Ltd CONSULTING Page 153 of 192

Sean Rooney, E.I.T.

City of Campbell River - Airport & Area Sewer and Waier Upgrades. 2006. Contract Administraiion for construction of new sanitary sewer and waiermain.

City of Campbell River- Willow Creek Sanitary Lift Station, 2006. Contract Administration for construction of new sanitary lift station.

City of Prince George - PW103 Sanitary Pump Station, 2006. Preliminary design and site layout of future sanitary pump station.

City of Kimberley - Marysville PRV Station, 2008. Preliminary design of PRV building, associated piping, values, gauges, flowmeter, and siteworks.

City of Port Moody - 2007 Recommendations on Reservoir Levels and Pump Station Operations based on computer modeling results using WaterCAD v3.

City of Prince George-Willow Cale Road Watermain Extension, 2007. Conducted modeling exercises including recommendations using the City's H2O Net v6.0 water model.

City of Prince George - Water Transmission Supply Main to PW8O5,2007. Conducted modeling exercises including recommendations using the City's H2O Net v6.0 water model

City of Powell Rjver - Water Distribution System Improvements, 2007. Conducted various modeling exercises using the City's WaterGenis v2.0 water model.

Town of Belcarra - Water System Study, 2006. Conducted computer water modeling of proposed and existing water system using WaterGems v2.0.

City of Parksville - Craig Bay Reservoir, 2006. Civil works design of reservoir upgrade.

City of Revelstoke - Watermain Upgrade, 2006. Design of approximately 700 meters of new watermatn.

DayDayton & Knight Ltd. Page 154 of 192

Sean Rooney, E.I.T.

. District of West Vancouver - Eagle Lake Membrane Filtration Treatment Facility, 2005. Design of outside piping and drainage details for proposed water treatment plant.

. BC Hydro - Whistler Operations Yard Site Upgrades, 2008. Design of site paving upgrades, site grading, and storm water management facilities.

• City of Frederick, Maryland USA - South Street Drainage Basin Storm Water Management Study, 2007. Modeling existing and proposed storm water management facilities and conditions using PCSWMM v6.0. Provide report and recommendations on storm water management improvements.

. Village of Anmore - Hydraulic modeling of stormwater runoff fora new subdivision development with PCSWMM. Evaluation and modeling of storage options.

• City of Burnaby - Prepared storm water management reports for various developers by modeling storm water run off and detention using Visual Otthymo and SWMM software. (Hunter Laird Engineering)

Dayton & Knight Ltd

CONSULTING Page 155 of 192

Clive Leung, E.I.T. Assistant Project Engineer

Mr. Leung, E.I.T. is a graduate of UBC and has been working with Dayton & Knight Ltd. since August 2008. He has worked on a variety of civil engineering projects including stonnwater run-off and modeling for industrial and commercial sites and watershed catchment areas.

Education HIGH LIGHTS OF PROJECT EXPERIENCE

• B.A.Sc. (Civil Engineering) with WATER Co-op, University of British Columbia, 2008 • Sunshine Coast Regional District - Comprehensive Regional Water Plan -

Employment History assessed and built a hydraulic water model in WaterCAD to review the existing system for deficiencies, including pressure requirements during high • August 2008 - Present flows and available fire flows coincident to peak day demands. Results were Dayton & Knight Ltd.. Consulting used to address the overall efficiency of the existing system and prioritize Engineers watermain repairs.

• January 2007 - August 2007 • Bowen Island Municipality - Cove Bay Water System Long Range Plan Metro Vancouver Update - reviewed and quantified existing and future water demands, and assessed the Grafton Lake source waters under drought conditions to quantify • May 2006- Augus[2006 an allowable additional number of service connections to the existing system. KJohn Crippen Berger Ltd.

• Resort Municipality of Whistler - Water Leakage Management Study - • September 2005 - December 2005 Thutber Engineering Ltd. investigated current and expected levels of minimum nighttime flows using a leakage model to quantify and identify areas with high leakage, and • June 2005 - September 2005 recommended the implementation of district metered areas and leakage Jakin Construction and targets to monitor the integrity of the system. Engineering • Resort Municipality of Whistler- 715 Zone PRV Station -prepared contract documents, specifications and drawings, and provided administration during the lender period for the construction of the new pressure reducing station at Whistler's 715 Pressure Zone.

• Corporation of Delia - Tsawwassen First Nations Hydraulic Review - modeled system pressures in WaterCAD and analyzed the available peak hour pressures and available fire flows coincident to peak day demands for the future development areas and plans in the First Nations area.

• Corporation of Delta - 797 Carlisle Road Hydraulic Review - modeled system pressures in WaterCAD and analyzed three proposed improvement options to resolve flow deficiencies to the property.

• Corporation of Delta - South Delta Zone 9 Hydraulic Review - modeled system pressures in WaterCAD and analyzed two proposed improvement strategies to resolve flow deficiencies to multiple residential properties.

• Corporation of Delta - 2008 Update of Water Model and System Review - modeled existing system pressures and flow deficiencies and presented recommended system upgrades for the existing water system.

Dayton & Knight Ltd. Page 156 of 192

Clive Leung, E.I.T. WASTEWATER

• Town of Creston - Sanitary Sewer Modeling - assessed and built a sewer model in H2OMAP Sewer for the existing sanitary system, providing analysis on existing deficiencies and recommended improvemenis for adequate servicing of anticipated peak flows.

• Alpha Aviation Inc. - Boundary Bay Airport Terminal Building Gravity Sewer - provided contract administration for the construction of Ihe gravity sewer for the airport terminal expansion.

« City of Powell River - Cranberry Manhole Rehabilitation Project - reviewed past manhole investigations and prepared contract documents and specifications for rehabilitation work.

• City of Powell River - Sanitary Sewer Inflow & Infiltration Final Report - reviewed previous reports and flow monitoring data to quantify the inflow and infiltration improvements through rehabilitation works carried out in the Cranberry, Townsite and Westview areas.

• City of Revel stoke - Sanitary Sewer Inflow and Infiltration Study - reviewed flow monitoring and rainfall data to analyze inflow and infiltration to the existing sanitary system through the RD1&I envelope methodology, and updated the city's existing sanitary sewer model.

STORMWATER

• British Pacific Properties Ltd. - Integrated Stormwater Management Plan for Godman, Turner, Cave, Westmount and Pipe Creeks - characterized the existing drainage catchments, modeled the drainage inventories in PCSWMM, assessed flow capacities within the existing system for future subdivision development, and provided solutions for erosion drainage infrastructure protection through the recommendation of diversion construction, storage detention facilities, and low impact developments.

• Alpha Aviation Inc. - Boundary Bay Airport Terminal Building Site Servicing - provided contract administration for the construction of the site servicing for the airport terminal expansion.

H Dayton & Knight Ud. -if/' CONSULTING INGINEEK5 Page 157 of 192

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

APPENDIX C

REQUEST FOR PROPOSALS Page 158 of 192

CITY OF DUNCAN

REQUEST FOR PROPOSAL CITY-WIDE STORM DRAINAGE PLANNING STUDY TERMS OF REFERENCE

The City of Duncan is seeking the services of a municipal engineering consultant to provide professional services for the above project and is requesting proposals. 1.0 DESCRIPTION OF INTENT The City has no comprehensive previous drainage studies, only localized assessments. The proposed study will cover the entire City and be targeted to reducing neighbourhood flooding and identifying capacity issues of the storm system and providing remedial measures through modern and innovative rainwater management techniques. Storm water quality management is also a priority and the study should include an assessment of quality at all effluent discharge locations as well as a preliminary cost estimate of remedial measures. A study budget value of $ 75,000 should be used as a guide with an approximate duration of 4 months from the start date (an estimated schedule must be provided with the proposal). The consultant is free to select appropriate analysis techniques and software. The City will not take over or purchase the software, but will require digital versions of working and presentation documents, i.e. data files, spreadsheets, drawings, etc. Dike condition, height, and stability are not included in the scope, but outlets, floodgates and pumps should be evaluated.

2.0 SCOPE OF SERVICES The suggested scope of work includes the following activities: a. Review documentation/drawings/reports available from the City and confirm the City's issues and needs. Provide a revised schedule and estimated completion date. b. Use the City's storm sewer system utility plans to prepare drainage plans showing catchment areas, conveyance alignments, sizes and other relevant information. The plans should include contributing non-city catchment and downstream routing to Somenos Creek or Cowichan River. c. Determine existing storm sewer and outlet capacities and assess reliability with respect to various magnitude events, existing development, potential future development and condition of system, d. Develop a tabular inventory of trunk infrastructure with preliminary conditions and reliability assessments.

PO BOX 820 200 Craig Sheet, Duncan, BC V9L 3Y2 Tel: (250) 746-6126 Fax: (250) 746-6129 E-mail: [email protected] Web: www.duncan.ca Page 159 of 192

CITY OF DUNCAN

e. Identify flood-risk and flood-prone areas and establish appropriate design criteria for conveyance and flood protection services.

f. Develop potential upgrades including peak flow attenuation storage (detention) and increased pumping for outlet capacity

g. Utilize modern rainwater management techniques in alleviating existing and potential flooding and/or reducing the cost of upgrades.

h. Analyze what storm water effluent treatment is required at all discharge locations to protect aquatic resources in (he receiving water bodies and prescribe potential remedial measures complete with a Class D estimate for proposed works.

i. Prepare a priority list of upgrades and repairs with estimated costs to solve the most critical problem areas.

j. Summarize study analyses, findings and recommendations in a concise report with figures. Include a list of items for further detailed study that are beyond the selected scope of work, for example, video inspection of critical sections of pipe or specific outlet details/operation.

k. Meet City staff at regular intervals to exchange information and provide progress estimates.

3.0 MATERIAL PROVIDED BY THE CITY

a. AutoCAD drawings of the storm sewer system utility plans. The key drawing is attached.

b. Storm sewer record drawings as reasonably required for the assessment.

c. Ministry of Environment flood mapping for Cowichan River.

d. Zoning and planning documents.

e. Previous local studies and recorded complaints/problems. f. Ground water data from various monitoring wells throughout the city g. Topographic survey, if required.

PO BOX 820 200 Craig Street, Duncan, BC V9L 3Y2 Tel: (250) 746-6126 Fax: (250) 746-6129 E-mail: [email protected] Web: www.duncan.ca Page 160 of 192

CITY OF DUNCAN

4.0 PROPOSAL REQUIREMENTS a. Proposed scope of work and analysts software. b. Study schedule. c. Consultant's project team. d. Hourly rate fee and disbursement estimate and hourly rates of team members. e. City support expectations. f. Statement indicating coverage by professional liability insurance (evidence to be provided by successful consultant). g. Maximum page count of 20, including appendices and corporate information, bul excluding resumes for project team. h. Submit proposal by 12:00 pm on Wednesday, October 13"1 2010.

5.0 EVALUATION CRITERIA a. The City will evaluate the proposals to determine the one which, in the opinion of the City, best responds to the Terms of Reference.

b. The lowest priced proposal may not be accepted. c. The City reserves the right to reject any and all proposals and anticipates conducting further discussions with the initially selected consultant before making a final selection.

Should you have any questions or require clarification, please contact the undersigned at (250) 746-5321.

Sincerely,

Abbas Farahbakhsh, AScT Director of Public Works

PO BOX 820 200 Craig Street, Duncan, BC V9L 3Y2 Tel; (250) 746-6126 Fax: (250) 746-6129 E-mail: [email protected] Web: www.duncan.ca Page 161 of 192

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

SCHEDULE 1

DAYTON & KNIGHT LTD. CORPORATE INFORMATION Page 162 of 192

CITY OF DUNCAN PROPOSAL FOR CITY-WIDE DRAINAGE PLANNING STUDY

SCHEDULE 1 -AWARDS

Mediacorp Canada Ltd.

- B.C.'s Top 55 Employers

Dayton & Knight Ltd. was selected as one of BC's Top BC's Top 55 Employers Employers for 2010.

- B.C.'s Top 50 Employers

BC's Top 50 Employers Dayton & Knight Ltd. was selected as one of BC's Top Employers for 2009.

- B.C.'s Top 40 Employers

BC's Top 40 Employers Dayton & Knight Ltd, was selected as one of BC's Top I TUED -- Employers for 2008.

North Vancouver Chamber of Commerce

2009 Finalist (SustainabilityAward)

- 2008 Finalist (Innovation Award)

2007 Recipient (Best Business of the Year Award)

2006 Recipient (Best Employer of the Year Award)

2005 Finalist (Best Business of the Year Award)

Dayton & Knight Ltd. CONSULTING ENGINEERS

West Vancouver Chamber of Commerce

2003 Dayton & Knight Ltd. was the 2003 first-runner- up for the District of West Vancouver's "Business of the Year Award"

Applied Science Technologists and Technicians of B.C.

2008 Employer Award for Career Success of Women as Technology Professionals

Association of Professional Engineers and Geoscientists of B.C.

2009 District of West Vancouver Eagle Lake Membrane Water Treatment Facility (Award of Excellence)

2007 City of Prince George Prince George Hart/Nechako Water Supply (Environmental Design Award)

- 2006 City of Salmon Arm Salmon Arm Water Pollution Control Centre, Slage IIIB Upgrade Project (Environmental Award)

1997 City of Vemon Combined Water Supply/Waste water Utilization Planning (Environmental Conceptual Assessment Award)

1992 Central Fraser Valley Wastewater Treatment Plant (Environmental Design Award)

1986 Village of 100 Mile House Water Treatment for Removal of Giardia Lamblia Cysts (Environmental Design Award)

Planning Institute of British Columbia

2004 CityofCoquitlam Integrated Stormwater Management Policy and User Guide (Award of Excellence)

Dayton & Knight Ltd. CONSULTING ENGINEERS

Consulting Engineers of B.C.

2010 Pilol Test Program for Simultaneous Phosphorus and Carbon Recovery from City of Saimon Arm WPCC (Award of Excellence)

2009 King County-Washington State Design/Build of the Brightwater Marine Outfall (Award of Excellence)

2007 City of Prince George Prince George Hart/Nechako Water Supply Improvements in Category 2 - Municipal (Award of Merit)

2006 City of Salmon Arm, Stage IIIB Expansion of the Saimon Arm Water Pollution Control Centre (Award of Merit)

2004 District of West Vancouver Eagle Lake Micro Power Generation (Award of Excellence - Resource, Energy & Industrial Engineering)

2000 City of Nanaimo Pipe Bursting of the Millstone Sanitary Trunk Sewer (Lieutenant Governor's Award for Engineering Excellence)

2000 City of Nanaimo Pipe Bursting of the Millstone Sanitary Trunk Sewer (Award of Excellence - Infrastructure Category)

1994 Corporation of the District of Matsqui, Fishtrap Creek Stormwater Detention Wetlands (Award of Merit)

1993 Resort Municipality of Whistler, Autothermal Thermophilic Aerobic Digester (Award of Excellence)

Dayton & Knight Ltd. CONSULTINC 1NOINCER9

Page lit A-2S.4O2010 Page 165 of 192

Consulting Engineers of Canada

2009 District of West Vancouver Eagle Lake Membrane Water Treatment Facility (Award of Excellence)

2000 City of Nanaimo Pipe Bursting of the Millstone Sewer (Award of Excellence)

1994 Corporation of the District of Matsqui, Fishtrap Creek Stormwater Detention Wetlands (Award of Excellence)

Public Works Association of British Columbia

2000 City of Nanaimo Pipe Bursting of the Millstone Sanitary Sewer (Public Works Project of the Year Award)

1997 City of Prince George Lansdowne Road Wastewater Treatment Centre Stage HIB Upgrade (Public Works Project of the Year Award)

Canadian Association of Municipal Administrators

- 2000 City of Nanaimo Pipe Bursting of the Millstone Sanitary Sewer (Environmental Award)

Trenchless Technology Magazine

1999 City of Nanaimo Pipe Bursting of the Millstone Sanitary Trunk Sewer (North American Project of the Year Award)

International Society for Trenchless Technology

- 2000 No Dig 1999 Award for Pipe Bursting of the Millstone Sanitary Trunk Sewer

American Society of Civil Engineers

- 2009 Washington State Brightwater Treatment System Marine Outfall (Local Civil Engineering Achievement Honor Award 2008 in Structural Engineering)

Dayton & Knight Ltd. CONSULTING ENGINEERS

Page )v A-2S.4O3010 Page 166 of 192

American Public Works Association

2009 Washington State Chapter Brightwater Marine Outfall (2009 Project of the Year Award)

2000 City of Nanaimo Pipe Bursting of the Millstone Sanitary Sewer (Technical Innovation Award)

McGraw Hill Construction

- 2009 Washington State Brightwater Marine Outfall (Best of the Best Awards 2009- Best Heavy/Civil) American Council of Engineering Companies

- 2010 Washington State Brightwater Marine Outfall (Gold Award - Water and Wastewater Category) Union of BC Municipalities

2010 District of Kent Duncan-Bateson Pump Station (Community Excellence Award - Leadership and Innovation for Small Communities)

PROPOSAL FOR CITY OF DUNCAN CITY-WIDE STORM DRAINAGE PLANNING STUDY

SCHEDULE 2

DAYTON & KNIGHT LTD. QA/QC PROGRAM Page 168 of 192

QA/QC PROGRAM

GUIDANCE DOCUMENT

First Issue: MARCH, 2002

Dayton & Knight Ltd. CONSULTING ENGINEERS Page 169 of 192

Dayton & Knight Ltd. CONSULTING ENGINEERS

QA/QC PROGRAM

CONTENTS

1.0 GENERAL I-I

1.1 Definition 1-2 1.2 Purpose 1-2 1.3 Objectives 1-2 !.4 QA/QC Improvement Program 1-3 1.5 Communications 1-3 1.6 Quality Manager 1-4 1.7 Project Managers 1-4 1.8 QA/QC Componenls 1-4 1.9 Compliance 1-5 1.10 Abbreviations 1-5

2.0 THE QUALITY PLAN FOR ENGINEERING PROJECTS 2-1

2.1 Quality Manager 2-1 2.2 Project Work Plan 2-2

3.0 DOCUMENT REVIEW REQUIREMENTS 3-1

3.1 Objectives 3-1 3.2 Guideline and Procedure 3-1 3.3 Reviewer Responsibilities 3-2 3.4 Responsibilities ofOffice Services and Clerical Staff 3-2 3.5 Author/Originator Responsibilities 3-3

4.0 SIGNING AND SEALING PROFESSIONAL WORK PRODUCTS 4-1

4.1 General 4-1 4.2 Signing Proposals and Agreements for Professional Services 4-2 4.3 Signing and Stamping CAD Produced Drawings 4-2 4.4 Signing and Stamping Engineering Reports 4-4

Copyrigtii ZOO! Dayton & Knlglil Lid. Page I Page 170 of 192

Dayton & Knight Ltd. Jk CONSULTING ENGINEERS

OA/OC PROGRAM

1.0 GENERAL

The intent of this guidance document is to secure a high level of personnel performance throughout the company that will in turn encourage greater efficiency and a shared profitability.

The document is developed for use for all company personnel and should be read and thoroughly understood by each individual and group within the firm. The document serves as a risk management document to consolidate the quality of the company's service.

The guidance document is developed in four sections.

Section 1 provides description of the purpose, objectives and program as well as identifying the key players and QA/QC components.

Section 2 identifies the Engineering Projects Quality Plan for QA/QC by outlining the Quality

Manager's function, and the essence of a Quality Work Plan that must be included in all engineering projects.

Section 3 outlines the document review requirements for QA/QC giving objectives, procedures and responsibilities,

Section 4 describes the requirements for professional signing and sealing of documents and drawings. It also identifies responsibilities for committing the company to fees and schedules.

1.1 Definition

The definition of quality for professional services is "conformance to requirements set by

management and professional standards specifically for each project based on the

contract for services and the client's needs and expectations."

Quality services are measured against the client's needs and expectations both in terms of

work product (scope, degree of detail, budget, schedule) and the value gained through the use of the work product (program developed, facility constructed). Our objectives

include performing work in an efficient manner that is technically correct and achieves

high professional standards. Dayton & Knight Ltd. must be flexible in what we do, the

degree of detail to which we do it, and the schedule we follow to meet the needs and

expectations within the fees clients are able and willing to pay. The work effort must be

tailored to suit the available budget.

Quality Control (QC) is doing the right work the right way the first time and checking the

work before releasing it to the client.

Quality Assurance (QA) is assisting in the planning for QC and verifying QC is

accomplished. This means outlining your performance through peer or supervisor review

and post mortems.

1.2 Purpose

The purpose of QA/QC is to work effectively to meet the client's needs. Dayton &

Knight Ltd. must continuously improve to be competitive and effective. QA/QC is a

primary factor in supporting an ongoing improvement program.

1.3 Objectives

The objectives of QA/QC include:

• satisfying client expectations

• attracting and retaining desired employees

• improving morale of employees

• increasing profits

• minimizing liabilities

The objective is not simply to "do quality work"; it is to do quality work and maintain a

healthy and profitable business.

1.4 QA/QC Improvement Program

QA/QC must begin at the initial pursuit of a project and be continuous thereafter.

As a first step, Dayton & Knight Ltd. must "select" clients prior to being selected by a

client; Dayton & Knight Ltd. should select clients with whom we can establish an effective working relationship. We seek clients that we can satisfy with minimal conflict

and from whom Dayton & Knight Ltd. can expect fair compensation for services.

1.5 Communications

Clear communications during the proposal and negotiation phases of project acquisition

are vital. These understandings reached during initial communication must be documented in the contents of the agreements for professional services. These early communications, together with continuous communications to verify understandings throughout the progress of the project, will assist us in meeting client expectations for

quality services.

Generally, the early QA/QC activities such as negotiation of scope and fee with the

client, communications of expectations to staff, and concept and criteria reviews are the most cost effective. Reviews that occur later during project execution are opportunities

to fine tune where appropriate; however, significant errors identified in "late" reviews

can be very costly to correct, and typically become more costly if corrected during or

after construction.

1.6 Quality Manager

Project quality assurance is achieved through coaching and a scheduled review process.

The Quality Manager and/or designated review person(s) provide coaching and review

and assume that the company's QC requirements are met. The role of Quality Manager is

discussed in detail in Section 2.1.

1.7 Project Managers

Quality control is integral with and cannot be separated from project management and

project team performance. The Project Manager is responsible for establishing project

specific requirements for QC and implementing these requirements with the concurrence

and help of the Quality Manager.

is achieved by the project team through appropriate and frequent communication by

the Project Manager with the client and by team members with each other, the Project

Manager, identified resource specialists, and the reviewing person or persons designated

by the Quality Manager.

Prior to work production, the Project Manager will designate reviewers and specialty

resources, with input from and the concurrence of the Quality Manager, and list these

designations in the Project Memorandum.

1.8 QA/QC Components

Components for QA/QC to be understood and recognized by the Project Manager and

project team includes:

• Understanding client needs and expectations.

• Compliance with concepts and guidelines stated in this manual.

• Explicitly defining services and work products in the firm's written Agreement with the client following discussions during negotiations and continuing discussions with

the client throughout the progress of the work.

• Negotiating fee and schedule for the level of quality the client will pay for and client

and Dayton & Knight Ltd. will accept; then providing that level of quality.

• Communicating to staff the levels of quality and detail agreed to with the client.

• Planning the work, doing it, checking it, correcting it, and releasing it; not just doing

it and releasing it.

• Conducting project team meetings as appropriate to:

- clarify roles

- confirm responsibilities

- assign authority

- outline work flow procedures

- compare work completed and budget "earned" against scope of work and budget

spent

1.9 Compliance

Compliance is required and monitored. If reviews are not undertaken in accordance with

these guidelines the author/originator/project manager/quality manager and reviewer will

be advised. No reprimands are proposed; however, where compliance is obvious and

positively undertaken, consideration for advancement and bonus will be given to the

author/originator/project manager/quality manager and reviewers.

1.10 Abbreviations

APEGBC Association of Professional Engineers and Geoscientists of British

Columbia

CAD Computer aided drawings

C&CR Concept and Criteria Review

COO Chief Operating Officer

EPA Electrical, power and automation disciplines of Dayton & Knight Ltd.

HVAC Heating, ventilating and air conditioning (mechanical)

QA Quality Assurance

QC Quality Control

SOQ Statement of Quotation

Dayton & Knight Ltd. .Ik CONSULTING ENGINEERS

OA/OC PROGRAM

2.0 THE QUALITY PLAN FOR ENGINEERING PROJECTS

The Quality Plan defines responsibilities and minimum requirements for undertaking engineering projects.

2.1 Quality Manager

The Quality Manager has the following functions and responsibilities. Functions, other

than those indicated by as asterisk (*), may be delegated to another knowledgeable and

responsible individual. The Quality Manager remains responsible to ensure that

delegated functions are accomplished.

Functions and responsibilities:

• Review Proposal and Agreement, understand project requirements and verify that

Project Manager and lead members of project team understand project requirements.

• Provide input to and reach agreement with the Project Manager on the assignment of

key review personnel and development of the review schedule.

• Coach Project Manager as appropriate in preparation of Project Memorandum (which

lists key members and data) and the Draft Work Plan (which defines project and

approach and provides a basis for the Concept and Criteria Review (C&CR). (Often

the proposal that won Ihe project can be used.)

• Suggest participants for the C&CR team and concur on assignment of the review

team members.

• Review the Project Work Plan for compliance with Dayton & Knight Ltd. contractual

obligations and the results of the C&CR. Discuss the conclusions of the review with

Copyrighi 2002 Dayton & Knight Lid. P"gt M Page 177 of 192

the Project Manager and reach an agreement on the courses of action needed to

remedy any deficiencies.

2.2 Project Work Plan

All projects should have a list of critical path issues.

For a non-design project, the work plan should include:

• A description of the scope of work.

• Clearly defined project objectives.

• An outline of the approach to and a schedule for project implementation.

• An outline of the project deliverables.

For a design project, the work plan should include:

• A description of the content and scope of the project.

• A list of approvals required.

• A list of rights-of-way and easements (working and permanent).

• A preliminary plan showing the layout and arrangement of major project elements.

• Listing of primary equipment items.

• Preliminary list of drawings.

• Drafting standards.

• Preliminary list of specification sections.

• Preliminary estimates of construction cost and schedule for design and construction.

• A discussion of how the construction will be implemented (i.e. will the project be bid

by contractors or will the client build with their own forces?) and the need to prepare

Contract Documents/General Conditions.

• Provide early and on-going coaching of project team and review of project work,

including budget usage, at designated milestones, and encourage the use of

appropriate Dayton & Knight Ltd. CAD standards and guide materials to maximum

extent feasible. Verify that quality control is being performed by the project team as planned and that an appropriate level of effort is being implemented. • The Project Manager shall verify that the client has reviewed and concurred in writing with the approach specified in the Project Work Plan, that all changes during the process of the project are suitably documented, that a concurrence in writing is provided by the client, and that other procedural requirements are being met

including:

a) For non-design projects:

• Correspondence and deliverables comply with Dayton & Knight Ltd. format and standards for reports, unless client requirements differ from these formats and

standards. • The organization of information and the presentation are consistent with other recent

or concurrent similar reports for the same client.

• Limitations/assumptions are provided for risk management purposes.

b) For a design project:

• Applicable list of codes and other legal requirements have been compiled for use as a

reference and that project features comply with these codes and requirements.

• Design notes and calculations are prepared in a neat and professional manner, checked by an appropriate reviewer and organized suitably for future delivery to the

client and/or filing. • Client's or Dayton & Knight Ltd. CAD layering and standards, Standard Symbols and

Guide Specifications and Details are used as appropriate.

• Notification to EPA Group if their participation is required. Provide schedule of work and their level of effort. Review with the EPA Group prior to issuance of any preliminary drawings that has EPA input. Final review with the EPA Group shall be

done prior to tendering with adequate notice.

The client's method to retain the construction contractor is understood and that provisions will be provided to protect Dayton & Knight Ltd. during the construction process. This includes modifying the Owner's Agreement, preparation of General and/or Supplemental Conditions or incorporating general conditions on notes on the design drawings. Specific language is important. Review, or provide for review of, all work products prior to transmission to the client. Participate in post mortem meeting and verify that feedback discussions of review comments were conducted with appropriate project team members.

Dayton & Knight Ltd. Jk CONSULTING ENGINEERS

OA/OC PROGRAM

3.0 DOCUMENT REVIEW REQUIREMENTS

The review requirements described in this section are based upon the practice of review by a

"second pair of eyes". These review practices are important and valuable. In addition, the company's liability insurance carrier expects that such review practices take place.

3.1 Objectives

The objectives of the review requirements include:

• Establishing and maintaining a structure which assures adequate review of all work

products prior to delivery to clients.

• Establishing procedures which permit efficient production of work by word

processing, administrative and clerical staffs.

• Establishing procedures which permit timely quality control by identified reviewers.

3.2 Guideline and Procedure

All documents must be reviewed by the Project Manager before transmission to any

client.

Draft letters and documents are to be forwarded to Word Processing staff for finalization.

All final letters and documents must be issued by Word Processing staff.

The only exceptions to the review procedures are Letter of Transmittal forms accompanying routine mailings, inter-office working information transmissions, and routine correspondence from the officers of Dayton & Knight Ltd.

3.3 Reviewer Responsibilities

The following are responsibilities for designated reviewers:

• Seeks additional review assistance when the document being reviewed contains information outside the reviewer's expertise. • Assures proposals and agreements are reviewed by at least one Company Officer. • Assures technical work products (reports, specifications, drawings, construction cost estimates, shop drawing review letters, requests for quotations, clarification letters and change orders) and estimated costs of providing engineering services are properly reviewed.

• Provides risk management for Dayton & Knight Ltd.

3.4 Responsibilities of Office Services and Clerical Staff

The Word Processing, Administrative and/or Clerical Staff, or other Office Service staff are responsible for:

• Returning to the originator for review all "final" documents submitted without a reviewer's signature/initials that have been forwarded for mailing, faxing or transmitting (except documents which were previously reviewed prior to final word

processing).

• Making and routing the required project file and corporate information copies of documents mailed, faxed, or transmitted. • Ensuring that the correct number of copies and all enclosures are transmitted to the client.

3.5 Author/Originator Responsibilities

The Author or Originator of the document has the following responsibilities to ensure

adequate QC review and compliance with procedures.

• Assures draft document and instructions are orderly, legible, and complete.

• Minimizes, coordinates, and organizes revisions. • Seeks and secures timely and adequate document review and assures incorporation of

significant revisions made pursuant to the review process. • Assures review of handwritten or personal computer self-generated documents, where

appropriate. • Assures that draft letters to clients are reviewed by the Project Manager before

issuing. • Forwards documents which are to be faxed, mailed, transmitted, or delivered to the administrative staff who will make and route the project file, corporate information,

and staff author copies. • Assures appropriate marketing, library, and informational copies of the non-letter correspondence documents are made and routed in accordance with Dayton & Knight

Ltd. document storage requirements. • If a resident engineer, providing construction management services, assures design- related or otherwise sensitive correspondence is reviewed and discussed with the

Project Manager prior to transmission.

Dayton & Knight Ltd. CONSULTING ENGINEERS

OA/OC PROGRAM

4.0 SIGNING AND SEALING PROFESSIONAL WORK PRODUCTS

This section is provided to give guidance in sealing documents and drawings, and to identify responsibility for committing the company to financial risk.

4.1 General

In order to encourage and acknowledge professional responsibility, Dayton & Knight

Ltd. has a guideline of signing and sealing engineering reports, plans and specifications.

Signing and sealing will meet the intent of the APEGBC.

The Project Manager and/or Project Engineer shall sign and seal their work following

completion of the quality control review process. (We do not normally seal drawings

until they are "issued for construction",)

The civil, structural, mechanical and EPA engineers shall sign and seal all drawings of

their discipline for which they performed or directed the work. In this context, the

mechanical discipline includes HVAC and plumbing. Otherwise, professional work

products will be signed and sealed by the responsible officer who is registered in the

relevant discipline.

The decision on who will sign and seal engineering work products will be made by the

Project Manager with the concurrence of the office Quality Manager.

Cop.vrighl 2002 Dayton & Knlghl Lid. Page 4-1 Page 184 of 192

Quality control procedures for review of the documents should be as presently established, with the added provision that the Quality Manager, discipline head, or their delegated reviewer shall personally initial the "checked" block of final drawings.

NOTE: The CAD drawings "checked" block is to be left vacant to allow for signature by the engineer.

4.2 Signing Proposals and Agreements for Professional Services

Dayton & Knight Ltd. officers, following appropriate review, shall sign project specific SOQs, proposals and agreements. The signer is responsible to assure that reviews and

approvals by the reviewing individuals designated by the Quality Manager are obtained prior to document delivery or execution. Only officers of Dayton & Knight Ltd. have

signing authority for SOQ's, proposals and agreements.

Agreements, contracts, and proposals for which the client requires or expects officer

execution will be signed by an officer of the company.

Project related documents such as correspondence, transmittal letters, work products, etc., should be signed over the name of the person most identified by the client as being

responsible for the work.

4.3 Signing and Stamping CAD Produced Drawings

No electronic signatures will be allowed and no electronic seals will be used, unless approved by the Chief Operating Officer (COO) under special circumstances only.

A CAD note should be added immediately after the drawings are stamped and delivered to the client indicating that the drawings were appropriately stamped. This procedure will place in the magnetic media a record that the drawings were stamped and in most

cases should eliminate the possible need for stamping subsequent plots reflecting

revisions.

It is Dayton & Knight Ltd.'s policy that a block-note be added to CAD produced design

drawings indicating that the drawings have been stamped. This note should be added to

the CAD file version of each stamped sheet immediately following the plotting and

stamping of the drawings to be delivered to the client or issued for tendering. This note

should be placed where the engineer's seal is located on the stamped drawing, if possible.

"The original CAD plot of this drawing

issuedfor use in construction is stamped

and signed by a registered engineer."

Insert the above block on every sheet of Contract Drawings and on the title page of

Contract Specifications furnished in electronic form. DO NOT ELECTRONICALLY

SIGN or SEAL ELECTRONIC COPIES of CONTRACT DRAWINGS.

Record Drawings, which might be transmitted either as hard copies or electronic copies,

are no longer the same designs issued under our engineer's seals and signatures but rather

reflect the information submitted by others concerning what reportedly has been built.

The following procedures will be used as the Dayton & Knight Ltd. standard practice.

• Signed and sealed hard copies are the only official copies of the drawings issued by

Dayton & Knight Ltd. Remove the seal and signature from all copies of the plans

before re-issuing them as Record Drawings.

• Apply this stamp to all hard copy RECORD DRAWINGS. If generated from

electronic media (CAD), add this stamp to the plotted copies that go to file and the

client. DO NOT SIGN or SEAL RECORD DRAWINGS.

"These Record Drawings have been prepared based on information provided by the Contractor and others. Dayton & Knight Ltd. has not verified the accuracy or completeness of the information provided to them and does not warrant the accuracy or completeness ofthese Record Drawings. Users ofthese Record Drawings assume all risk of loss resultingfrom their use."

4.4 Signing and Stamping Engineering Reports

Engineering reports normally must be stamped or "sealed" to meet professional engineering requirements (such as APEGBC) and/or other regulatory agency requirements. Any report that presents alternatives for construction of any facility, a recommended construction project, or construction cost estimates for a project is an engineering report and must be stamped or "sealed" by a registered professional engineer. Such stamping or "sealing" should be on the inside report cover.

All reports, other than clearly marked draft reports, should be transmitted to the client with a transmittal letter bound with the report. This provides a formal, professional mode of communication and identifies an individual who is assuming responsibility for the report. This does not require a seal unless specified by the Client or regulatory agency.

All final published reports shall have the following Third Party Disclaimer on the back of the inside title page.

"THIRD PARTY DISCLAIMER

This document has been prepared by Dayton & Knight Ud. for the benefit of the client to whom it is addressed. The information contained in tUs document represents Dayton

~~Request for Direction~~

~~Date: November 12,2010~~

~~To: Council - November 15,2010~~

~~From: James van Hemert, Director of Development Services~~

~~Re: Amendments to Sign Bylaw 1451,1988~~

~~RECOMMENDATION:~~

~~That Council direct staff to prepare an amendment to Sign Bylaw 1451,1988 addressing the following elements:~~

1. Prohibition of single pole/pylon signs in all sign districts. 2. Permit double pole "architectural" wood or wrought iron signs in all districts to a maximum height of 2 meters (an example of an attractive sign that should be permitted is the "Green Door" sign on Ingram Street). 3. Height reduction to 5 meters for free standing signs in the Commercial sign district (schedule C). 4. Height reduction to 2 meters for free standing signs in the Downtown sign district (schedule B). 5. Prohibition of internally lit signs in all districts except for 1) internally lit fascia signs with reverse channel letters on opaque sign face; 2) awning signs with letters and symbols lit only; 3) and internally lit freestanding signs for properties with frontage on the Trans Canada Highway. 6. Elimination of the discretionary powers of the Administrator, Section 7 SPECIAL APPROVALS. 7. Reduce the amount of a sign that can be changeable electronically or manually to no more than 25% of the area of the parent sign.

~~KEY ISSUES AND BACKGROUND:~~

A concern was raised at the Council meeting of October 18 regarding the timing of completion to amendments to the sign bylaw addressing matters such as height, lighting and a prohibition of pole signs. Staff are working on a comprehensive overhaul of the sign bylaw, however, it is not yet complete. A "quick fix" addressing some of the most important elements of concern to Council was recommended by staff.

~~Japnes van Hemert, Reviewe Jirector of Development Services~~

~~N:\JAMES\Sign By1aw\RFD Council November 15.Docx~~

~~Page 1 of 1 Page 188 of 192~~

~~■■■ . ■~~

~~1903 ■ bi'riUtL ROfiJtiSO1! PV.r^ |Wfi MEWHB OF TEVP1E tOKENO 33' 'EStORED IOT9-2GCQ TM: SOESH DOCfl IKlErY Page 189 of 192 Consolidated Sign Bylaw No. 1451,1985~~

~~SCHEDULE"C"~~

~~ZONES~~

~~(a) INDUSTRIAL INCLUDING IN-1. IN-2~~

~~(1) Signs as permitted in Schedule "A": except the maximum area of a directional sign shall be 0.5 square meters (5.3 square feet).~~

~~(2) Signs as provided for in Section 6 (Sign Specifications).~~

(3) One non-illuminated temporary real estate sign not exceeding 3.5 square meters (37.6 square feet) per street frontage up to a maximum of two per site, provided that no two sign faces are visible simultaneously from the same direction. A permit will not be required. Such sign may be attached to a fence or hoarding.

~~(b) SIGN REQUIREMENTS:~~

~~(4) Signs shall conform to all specifications in Section 6 and 8.~~

(5) Notwithstanding the above: (a) for projecting signs, a sign area of 0.1 square meter (1.07 square foot) per lineal foot frontage to a maximum of 4 square meters (43 square feet) shall be permitted. (b) for free standing signs, the maximum sign area for each sign shall be 8 square meters (86 square feet).

~~(6) No sign other than a facia sign shall be located in or projected over the landscaped setback area as required by Section 3.22 and 3.24 of the Zoning Bylaw No. 1207, 1979.~~

~~-28- Page 190 of 192 Consolidated Sign Bylaw No. 1451,1985~~

~~SCHEDULE"B"~~

~~ZONES~~

~~COMMERCIAL C-l, C-2, C-3~~

~~TRANSIENT ACCOMODATION T-l~~

~~(a) PERMITTED SIGNS:~~

~~(1) Signs as permitted in Schedule "A" except the maximum area of a directional sign shall be 0.3 square meters (3.2 square feet).~~

~~(2) Signs as provided for in Section 6 (Sign Specifications).~~

~~(b) SIGN REQUIREMENTS~~

~~(4) Signs shall conform to all specifications as set forth in Sections 6 and 8.~~

(5) Notwithstanding the above: (a) for projecting signs, a sign area of 0.1 square meters (1 square foot) per lineal 30 centimeters (1 foot) frontage to a maximum of 3 square meters (32 square feet) shall be permitted in C-l, C-2, C-3 and T-l. (b) for free standing signs the maximum sign area for each sign shall be 5.6 square meters (60 square feet) in C-l, C-2, C-3 and T-l districts except that a business with frontage on the Trans Canada Highway. (Island Highway) may have a maximum sign area of 6 square meters (64.5 square feet) on that frontage.

~~(6) No sign other than a facia sign shall be located in or projected over the landscaped setback areas as required by Section 3.22 of the Zoning Bylaw No. 1207, 1979.~~

~~-27- Page 191 of 192~~

~~Consolidated Sign Bylaw No. 1451,1985~~

(c) Location (i) Within the area of any pedestrian or second level window. (ii) For establishments contained on the third or higher levels, signs may be within any window on any single level in which the establishment is occupied.

~~Amended No. 1881 (8) PORTABLE SIGNS~~

Portable Sandwich board signs are permitted in the C-l, C-2, C-3, C-4 and C-5 zones, subject to the following conditions: (a) Number: One sign for each property frontage (b) Size: Minimum Maximum Height .9m (3') 1.2m (4') Width .3m (1') .6m (2') (c) A minimum width of 1.2m (4') of public sidewalk must be left fully clear and unencumbered. (d) Hours: The signs shall only be placed on public property during the hours when the business is open. (e) Liability: The owners of the signs located on public property must formally indemnify and hold harmless the City of Duncan, in the form prescribed by the City of Duncan, from all potential liabilities and claims which may arise as a result of the signs.

~~SECTION 7~~

~~SPECIAL APPROVALS~~

~~Signs subject to special consideration and conditions:~~

~~(1) The following signs may be approved on the recommendation of the Administrator:~~

(a) Flashing signs (b) Animated signs (c) Super graphics and Wall Murals (d) Rotating signs (e) Signs facing a lane or alley, except those permitted in Sections 6 (1) (h). (f) Automatic Changeable Copy Area Exceeding 2 square meters (21.5 square feet) in area.

~~-14- Page 192 of 192~~

~~Consolidated Sign Bylaw No. 1451, 1985~~

(2) The authority having jurisdiction may in his discretion refer a sign application to the Administrator for advice. The Administrator, after taking the advice of the Building Inspector, may refuse a permit for the erection of a sign if there is reason to believe that such sign will adversely affect public safety or public amenity. A refusal by the Administrator upon the foregoing grounds may be appealed by the applicant to Council.

(3) Special approval may be given by Council for a sign in a Special Area established by Council, which would exceed the limitations specified for that Special Area but which would contribute significantly to the character of the area, after consultation with the relevant Special Committee and/or Board for the particular area established by Council.

(4) The authority having jurisdiction may on the advice of the Administrator allow signs which are designed into and form integrated architectural features of a building, where strict application of the provisions of the bylaw would otherwise prohibit such signs.

~~SECTION 8~~

~~GENERAL PROVISIONS~~

~~(1) No free standing sign and projecting sign shall be used at the same time on the same frontage or site except where otherwise specified.~~

~~(2) No third party sign shall be permitted except where otherwise specified.~~

~~(3) No sign painted directly on a wall shall be permitted except as provided in Section 7 (1) (c) or as otherwise specified.~~

(4) No sign shall be permitted which is placed on any curb, sidewalk, post, pole, hydrant, bridge, tree, or other surface located on public property, or over, or across any street, or public thoroughfare except as may otherwise expressly be authorized by this bylaw.

~~-15-~~