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HomeMy WebLinkAbout18 094 Landfill Engineering Services (GHD) By-law THE CORPORATION OF TH[E./M�UNICIPALITY OF KINCARDINE dyph /C/L!7y OF K1Nc` BY-LAW NO. 2018 - 094 BEING A BY-LAW TO ACCEPT A REQUEST FOR PROPOSAL FOR LANDFILL ENGINEERING SERVICES (GHD) WHEREAS the Municipal Act, 2001, S.O. 2001, c. 25, as amended, Section 8 (1) and 9 provides that the powers of a municipality under this or any other Act shall be interpreted broadly so as to confer broad authority on the municipality to • enable the municipality to govern its affairs as it considers appropriate and to enhance the municipality's ability to respond to municipal issues and a municipality has the capacity, rights, powers and privileges of a natural person for the purpose of exercising its authority under this or any other Act; AND WHEREAS the Council of The Corporation of the Municipality of Kincardine issued a request for proposal for the provision of landfill engineering services as outlined in Report PWD 2018-17; NOW THEREFORE the Council of The Corporation of the Municipality of Kincardine ENACTS as follows: 1. That the request for proposal of GHD for the provision of landfill engineering services for a period of five years with the option to extend the contract in two year increments thereafter, in accordance with terms and conditions outlined in the document attached hereto as Schedule 'A' and forming part of this by-law, be hereby accepted. 2. That the Mayor and CAO be authorized and directed to execute, on behalf of • The Corporation of the Municipality of Kincardine, any contracts and other documents required to authorize such work to commence. 3. This by-law shall come into full force and effect upon its final passage. 4. This by-law may be cited as the "Landfill Engineering Services (GHD) By-law". READ a FIRST and SECOND TIME this 11th day of July, 2018. READ a THIRD TIME and FINALLY PASSED this 11th day of July, 2018. Anti - Mayor Dep ty lerk • This is Schedule ".t4" to By-Law. I�To� ids"CC i'� p:..ssed the _LA__ day of d- 20( Agreement for Professional Services Page 1 GHD Reference No. 004074 Kincardine Reference No. Landfill Engineering Services This Agreement for Professional Services(hereinafter"Agreement") is effective this 1st day of October 2018, between GHD Limited (hereinafter"GHD") and The Corporation of the Municipality of Kincardine(hereinafter"Client"). In consideration of the mutual promises set forth herein, GHD and Client agree as follows: 1. Scope of Work: GHD shall perform the work assigned to it by Client's contract representative. The scope of work is set forth in Exhibit"A"attached hereto and made a part of this Agreement. 2. Payment for Services: (a) Client shall pay GHD for services rendered on a time plus expense basis in accordance with the fee schedule set forth in Exhibit"B"attached hereto and made a part of this Agreement. GHD's rates as set forth in the fee schedule are subject to revision on an annual basis. Personnel rates are all inclusive, including overhead and profit, and apply to all hours expended with no premium charged for overtime hours. (b) GHD shall be reimbursed for all expenses incurred in connection with its services hereunder, including but not limited to reasonable travel and living expenses; long distance telephone charges; information technology; telecopy charges; printing and reproduction costs; photographic expenses; advertising for bids; special delivery and express charges; costs of providing and maintaining site offices, supplies and equipment; and all necessary and incidental costs associated with subcontracts where appropriate. (c) Unless otherwise agreed, GHD will invoice Client monthly. Payment of GHD invoices shall be due upon receipt by Client and are past due 30 days from invoice date. Invoices not paid within 30 days shall be subject to an assessed interest charge of eighteen percent (18%)per year, calculated monthly. In the event that Client disputes an invoice, Client shall notify GHD in writing within 30 days of the invoice date identifying the cause of the dispute, and paying when due that portion of the invoice not in dispute. If the parties are unable to resolve the dispute within 60 days of filing the notice of dispute, the parties may elect to settle the dispute by arbitration. Interest shall not accrue on any disputed amount. 3. Insurance: GHD agrees to carry insurance policies throughout the term of this Agreement with the following limits: (i)automobile liability-$5,000,000 combined single limit; (ii)commercial general liability-$5,000,000 per occurrence; and (iii)professional liability- $2,000,000 per claim. A certificate of insurance providing evidence of GHD's current insurance policies will be provided to Client upon request. 4. Client-Furnished Information: (a) Client shall be responsible for, and GHD may rely upon, the accuracy and completeness of all requirements, programs, instructions, reports, data, and other information furnished by Client 004074Misc-Agreement For Professional Services-Municipality of Kincardine This completed form is a quality record Agreement for Professional Services Page 2 to GHD pursuant to this Agreement. GHD may use such Client-furnished information in performing services. (b) Client shall, if requested by GHD, review any designs, drawings, plans, specifications, reports, bids, proposals and other information provided by GHD. Client shall make decisions within a reasonable time and carry out its other responsibilities in a timely manner so as not to delay the work of GHD. Client shall give prompt written notice to GHD whenever Client observes or otherwise becomes aware of any development that may affect scope or timing of GHD's services, or any defect in the work by GHD. (c) At the request of GHD, Client shall provide GHD with the following information to the extent such information is in Client's possession and is pertinent to the services: i) all criteria and full information as to Client's requirements; copies of all design and construction standards which Client will require to be included in GHD's work; copies of Client's standard terms, conditions, and related documents for GHD to include in bidding documents,when applicable; and ii) any other available information pertinent to the project, including reports and data relative to previous designs or investigations; environmental, geological, and geotechnical conditions of the project site and all surrounding area at or adjacent to the project site; and insofar as such information is not available, Client agrees to pay GHD for the cost of obtaining the same. (d) Client shall be responsible for providing information regarding the location of all subsurface structures at the project site including but not limited to pipes, tanks, sewer and utilities (power, phone, cable, gas, water, etc.). Upon GHD's review of Client-supplied information and compliance with written notice requirements to all public utilities concerning the possible location of underground utilities, and following the on-site marking or notification in writing to GHD from such public utilities, in addition to other indemnity provisions in this Agreement, to the extent not prohibited by law, Client shall defend, indemnify, and hold GHD harmless from and against all costs, liability, loss, and expense whatsoever(including, without limitation, consequential damages, attorneys'fees, court costs, and expenses) arising out of any act or omission of GHD, its agents, contractors, subcontractors, and/or employees, relating in any way to subsurface structures, to the extent GHD's acts or omissions cause or contribute to: (i)any disruption of service to users or damage for business interruption or loss of revenues or profits; (ii)any damage to or destruction of any subsurface structure; (iii)any injury or damage to property or injury to or the death of any persons; (iv) any other economic loss; (v)any other damage or liability whatsoever; or(vi)the assertion or filing of any claim, cause of action, or judgment whatsoever relating to such matters. (e) GHD shall be responsible for the technical accuracy of its services and documents resulting therefrom, and Client shall not be responsible for discovering deficiencies therein. GHD shall correct such deficiencies without additional compensation, except to the extent such action is GHD QSF-008-Rev.0-07/01/2015 This completed form is a quality record Agreement for Professional Services Page 3 directly attributable to deficiencies in information provided by Client or the project site owner and GHD relied on such information. 5. Confidentiality: GHD shall not disclose any confidential information relating to Client without the prior written consent of Client, except as required by applicable law, regulation, or legal process, or as may be required by emergency situations. In the event GHD is requested pursuant to, or required by applicable law, regulation, or legal process to disclose any confidential information, GHD will notify Client of the circumstances requiring such disclosure and will refrain from such disclosure for the maximum period of time allowed by law so that Client may seek a protective order or other appropriate remedy to protect the confidentiality of the information. 6. Independent Contractor and Subcontracting: The parties acknowledge and agree that GHD shall be an independent contractor and shall have responsibility for and control over the means of providing its services. GHD shall have the right to use subcontractors as GHD deems necessary to assist in the performance of services. GHD shall not be required to employ any subcontractor unacceptable to GHD. 7. Site Access: Client shall provide right-of-entry and access as needed by GHD and necessary permissions in order for GHD to perform work under this Agreement. In the event that Client does not own or control the project site, Client shall obtain permission from the project site owner for a right-of-entry as needed by GHD, and its employees, agents and subcontractors to perform the services called for in this Agreement. GHD and its employees, agents and subcontractors will comply with all known health and safety requirements of the project site owner which may be imposed upon GHD as a condition of its right-of-entry. 8. Hazardous Materials: (a) GHD shall have the primary responsibility of determining if known or potential health or safety hazards exist on or near the project site upon which services are to be performed by GHD or its subcontractors, with particular reference to hazardous substances or conditions. To the extent that such information is in its possession, Client shall disclose it to GHD prior to the commencement of work. If hazardous conditions or substances are discovered by GHD during the performance of its services which it could not have reasonably discovered prior to the commencement of work, or which Client had in its possession and failed to disclose, and if the existence of such substances or conditions materially changes the nature or conduct of GHD's work or responsibilities at the project site, Client and GHD shall seek to agree on an equitable adjustment to GHD's work to reflect such changes. If the parties are unable to agree on such adjustments,this Agreement may be terminated by GHD in accordance with the termination provisions of this Agreement. (b) In the event GHD performs any services for Client that involves the taking of samples, GHD shall preserve such samples obtained from the project site as it deems necessary for the project, but not longer than 45 days after the issuance of any document that includes data obtained from such samples. GHD shall arrange for the disposal of samples containing hazardous materials on behalf of the Client, which may consist of returning the samples to the GHD QSF-008-Rev.0-07/01/2015 This completed form is a quality record Agreement for Professional Services Page 4 project site, and Client agrees to pay GHD for the cost of returning or disposing of such samples. Samples shall remain the property of the Client. 9. Standard of Care: GHD warrants that its services shall be performed,within the limits prescribed by Client, in the manner consistent with the level of care and skill ordinarily exercised by members of GHD's profession under similar circumstances. No other warranties or representations of any kind, either expressed or implied, are included or intended by this Agreement or in any proposal, contract, report, opinion or other document in connection with this project. 10. Indemnity: (a) GHD: Subject to the limitation of liability set out in subparagraph 10(c) below, GHD agrees to indemnify and hold harmless Client(including its officers, directors, employees and agents) from and against any and all losses, damages, liabilities and expenses (including reasonable legal fees and reasonable costs of investigation)resulting from or arising out of(a)failure of GHD to comply in material respects with federal, provincial, and local laws and regulations applicable to services undertaken by GHD hereunder; (b)breach by GHD of warranties or other provisions hereunder; or(c) any injury or death of any person (including employees and agents of Client and GHD), or damage or loss or destruction of any property(including • property of Client and GHD and their respective employees and agents)resulting from or arising out of negligence or willful misconduct on the part of GHD in performing services hereunder, except to the extent any losses, damages, liabilities or expenses result from, are attributable to, or arise out of(i)any negligence or willful misconduct of Client; (ii) any delay attributable to Client's conduct; or(iii)any breach by Client of any warranties or other provisions hereunder. (b) Client: Subject to the limitation of liability set out in subparagraph 10(c) below, Client agrees to indemnify and hold harmless GHD (including its officers, directors, employees, agents, and subcontractors)from and against any and all losses, damages, liabilities and expenses (including legal fees and reasonable costs of investigation) resulting from or arising out of (a)any negligence or willful misconduct of Client; (b) any breach by Client of any warranties or other provisions hereunder; or(c)any condition existing at the project site prior to the arrival of GHD of which GHD had no actual knowledge and over which GHD had no control; provided, however, that such indemnification shall not apply to the extent any losses, damages, liabilities or expenses result from or arise out of(i)any negligence or willful misconduct of GHD; (ii) any delay attributable to GHD's conduct; or(iii)any breach by GHD of any warranties or other provisions hereunder. (c) Limitation of Liability: For any damage caused by negligence, including errors, omissions or other acts; or for any damages based in contract; or for any other cause of action; GHD's liability, including that of GHD QSF-008-Rev.0-07/01/2015 This completed form is a quality record Agreement for Professional Services Page 5 its employees, agents, directors, officers and subcontractors, shall not exceed $1,000,000, except as to damage resulting from the gross negligence or willful misconduct of GHD. Client's liability to GHD, except as to damage resulting from Client's gross negligence or willful misconduct, including that of its employees, agents, directors, officers and contractors, will be limited to$1,000,000. (d) GHD and Client recognize and agree that GHD has neither created nor contributed to the existence of any hazardous, radioactive, toxic, irritant, pollutant or otherwise dangerous substance or condition at the project site. Accordingly, in the event of any claim against GHD arising out of such pre-existing conditions or alleged conditions, Client agrees to defend, indemnify and hold GHD harmless from and against such claim(s), unless such claims arise out of the gross negligence or willful misconduct of GHD, including that of its employees, agents, directors, officers or subcontractors. Notwithstanding anything contained herein to the contrary, in no event shall either party be liable to the other under this Agreement or otherwise for any punitive, indirect or consequential damages, including, but not limited to loss of use, loss of revenue or loss of profits. 11. Intellectual Property: All documents including drawings and specifications prepared or furnished by GHD are instruments of service in respect of the Project and GHD shall retain an ownership and property interest therein whether or not the Project is completed. Client may make and retain copies for information and reference in connection with use or occupancy of the Project by Client. Any reuse or modification without written verification or adaptation by GHD for the specific purpose intended will be at Client's sole risk and without liability or legal exposure to GHD. 12. Termination: (a) Client reserves the right to terminate the project at any time. In the event of such termination, Client shall pay GHD for all services performed and expenses incurred to the effective date of termination. In addition, Client shall pay GHD a reasonable amount for services and expenses directly attributable to termination, such as costs of terminating subcontracts, demobilization costs, and other related close-out costs. (b) GHD shall have the right to terminate its obligations pursuant to this Agreement under the following circumstances: i) In the event of a breach of any obligation of Client, except payment of disputed amounts as provided in subparagraph 2(c)of this Agreement; or ii) If GHD is unable, for any reason beyond its control, to perform its obligations pursuant to this Agreement in a safe, lawful or professional manner. (c) In the event that either circumstance described in subparagraphs 12(b)(i)or 12(b)(ii)above occurs, GHD shall notify Client of pertinent conditions and recommend appropriate action. If GHD QSF-008-Rev.0-07/01/2015 This completed form is a quality record Agreement for Professional Services Page 6 within 30 days of such notice the circumstances described in subparagraphs 12(b)(i)or 12(b)(ii)above have not been remedied or cured, GHD may terminate its Agreement hereunder. In the event of termination, GHD shall be paid for services performed to the date of termination plus reasonable termination expenses. 13. Third Party Beneficiaries: This Agreement does not and is not intended to confer any rights or remedies upon any person other than the parties. 14. Dispute Resolution: Notwithstanding the provisions regarding payment of disputed amounts as provided in subparagraph 2(c)of this Agreement, both parties agree in good faith to attempt to resolve amicably, without litigation, any dispute arising out of or relating to this Agreement or the work to be performed hereunder. Following notification of a dispute, the parties shall have five (5) business days from the date of notification to begin negotiations and fifteen (15) business days from the notification date to complete negotiations, unless otherwise agreed in writing. In the event that any dispute cannot be resolved through direct discussions, the parties agree to endeavor to settle the dispute by mediation. The parties shall have forty-five (45)calendar days within which to commence the first mediation session following the conclusion of their good faith negotiations or expiration of the time within which to negotiate. Either party may make a written demand for mediation,which demand shall specify the facts of the dispute. The matter shall be submitted to a mediator mutually selected by the parties. The mediator shall hear the matter and provide an informal nonbinding opinion and advice in order to help resolve the dispute. The mediator's fee shall be shared equally by the parties. If the dispute is not resolved through mediation, the matter may be submitted to the judicial system, in the courts of general jurisdiction where the Project is located, in which event all litigation and collection expenses, witness fees, court costs and reasonable legal fees shall be paid to the prevailing party. 15. Records and Audit: Client shall have the right, upon reasonable advance notice, to audit all records associated with the services performed and with the charges invoiced to Client pursuant to this Agreement. Such records shall be open to inspection and audit by authorized representatives of Client during normal business hours at the place where such records are kept until the completion or termination of this Agreement and for a minimum of 3 years thereafter. GHD shall require its subcontractors to similarly maintain records and to permit the inspection and audit of such records by Client upon similar conditions and time periods.Audit rights shall not extend to the profit margin and the make-up of GHD's rates, except for that portion of the services priced on a cost reimbursable basis. 16. Notice: Notices pertaining to this Agreement shall be in writing and deemed to have been duly given if delivered in person, by overnight courier, or by facsimile with electronic confirmation to the GHD QSF-008-Rev.0-07/01/2015 This completed form is a quality record Agreement for Professional Services Page 7 respective party designated below, or at such other address as may be changed by either party by giving written notice thereof to the other pursuant to this paragraph: GHD: Client: GHD Limited The Corporation of the Municipality of Kincardine Attention: James Yardley, P.Eng. Attention: Adam Weishar, CET Address: 455 Phillip Street Address: Municipal Adminstration Waterloo, Ontario Centre N2L 3X2 1475 Concession Road 5, R.R. 5 Kincardine, Ontario N2Z 2X6 Email: jim.yardley@GHD.com Email: aweishar@kincardine.net 519-340-4265 (D) Telephone: 519-396-3468 Ext. 7119 Telephone: 519-884-0510 Facsimile: Facsimile: 17. Successors and Assignment: Client hereby agrees that this Agreement may be assigned to another entity within the GHD group of companies that will be directly or indirectly wholly owned by GHD Group Pty Ltd. (a "Related Entity"). Any such Related Entity shall assume all of GHD's liabilities, duties and obligations in,to, and under this Agreement. Client hereby agrees that this assignment may be effected without any further notice or action on the part of GHD. Upon request, Client agrees to execute and deliver any further documents as may be reasonably requested by GHD or its successor to evidence such consent and/or assignment. 18. Severability and Survival: The parties agree that, in the event one or more of the provisions of this Agreement should be declared void or illegal, the remaining provisions shall not be affected and shall continue in full force and effect. The parties also agree that the obligations and representations contained within this Agreement shall survive the termination of this Agreement. 19. Governing Law: This Agreement shall be governed by the laws of the Province in which the project site is located. 20. Entire Agreement: This Agreement, including all attached Exhibits and documents referenced in those Exhibits, constitutes the complete and final Agreement between GHD and Client. It supersedes all prior or contemporaneous communications, representations, undertakings or understandings of the parties, whether oral or written, relating to the scope of work or services and subject matter of this Agreement, except to the extent that such prior communications have explicitly been incorporated into the Agreement or one of the attached Exhibits. Modifications of this Agreement shall not be binding unless made in writing and signed by an authorized representative of each party. GHD QSF-008-Rev.0-07ro1/2015 This completed form is a quality record Agreement for Professional Services Page 8 IN WITNESS WHEREOF, GHD and Client have caused this Agreement to be executed by their duly authorized representatives effective the day and year first written above: GHD: GHD Limited (signature) (printed name) Ve - (title) I have the authority to bind the company Client: (}), (signature) Rnne Eocic (printed name) Mot of (title) I have the authority to bind the company 4111.°416` 411 • 1 c crn CACI GHD osF-008-Rev.0-07/01/2015 This completed form is a quality record Fog Figure Index Figure 1 Project Organizational Diagram (at end of Section 1) Table Index Table 1.1 Project Team Summary Table(at end of Section 1) Table 2.1 Schedule of Hourly Rates (at end of Section 2) Table 2.2 Work Team Breakdown (at end of Section 2) Table 4.1 Related Experience 13 Table 4.2 GHD Sustainability Actions 17 Appendix Index Appendix A Project Team Curricula Vitae Appendix B GHD Project Summaries Appendix C GHD Corporate Brochures Appendix D Issued Addendums GHD I Landfill Engineering Services 1004074(99)1 Page ii COID Table of Contents 1. Personnel, Organizational Structure, and Project Management Approach 1 1.1 Introduction 1 1.2 Key Personnel 1 1.3 Project Organizational Diagram 5 1.4 Project Management Approach 5 1.4.1 Resource Management and Communication 6 1.4.2 Schedule and Time Management 6 1.4.3 Risk Management 6 1.4.4 Dispute Prevention and Resolution 6 1.4.5 QA/QC Approach 6 1.4.6 Health and Safety 7 2. Project Cost Control Measures 8 2.1 Staff Rates and Escalation Factor 8 2.2 Cost Control Measures 8 2.3 Work Plan 9 2.3.1 Monitoring and Reporting 9 2.3.2 Engineering Projects 10 2.4 Monitoring and Reporting Costs 10 3. Local Knowledge 11 4. Related Experience and Corporate Experience 12 4.1 Related Experience 12 4.2 Corporate Experience 16 4.2.1 Corporate Overview 16 4.2.2 Sustainability Statement 17 5. References 19 6. Comments 20 GHD I Landfill Engineering Services 1004074(99)I Page i P GHD We are confident that the information in our submission is complete and demonstrates that GHD is capable of providing the engineering knowledge and depth of experience that will satisfy the Municipality's expectations. Should you have any questions or require additional information, please do not hesitate to contact us. Sincerely, GHD nq �(L James R. Yardley, P.Eng. JRY/mg/11 004074Weishar-11 2 PIA I on June 20, 2018 Reference No. 004074 Mr. Adam Weishar, C.E.T. Director of Public Works Municipality of Kincardine Municipal Administration Building 1475 Concession 5, R. R.#5 Kincardine, Ontario N2Z 2X6 Dear Mr. Weishar: Re: Proposal for Landfill Engineering Services Municipality of Kincardine GHD is pleased to provide this Proposal in response to the Request for Proposal (RFP)issued by the Municipality of Kincardine(Municipality)to complete annual monitoring and reporting services, and for engineering services as required at the Municipality's landfill sites. Our submission fully addresses the requirements laid out in the RFP. GHD is one of the world's leading professional services companies operating in the global markets of water, energy and resources, environment, property and buildings, and transportation. Privately owned by our employees, GHD provides engineering, environmental and construction services to private and public sector clients across five continents and the Pacific region. Waste management consulting has been a core part of GHD's business, making us a well-known provider of quality engineering and technical expertise in the design, approvals, construction, and operation of a wide range of waste management systems and facilities, including landfills, material recovery facilities, transfer and bin station/depots, organics processing facilities, and post-diversion waste disposal facilities. The GHD project team has a strong background in waste management and hydrogeology and conducts similar projects for a various landfills throughout Ontario. The team is intimately familiar with the 2 active and 3 closed landfills and the leachate treatment facility. This makes the team ideal positions and qualified to assist the Municipality in completing the annual monitoring and reporting and engineering as required for the Site. GHD confirms that 2 addendums were received. Copies of the addendums are included in Appendix D of the Proposal. GHD .f.,,,.,.CO.f,.,f.. 455 Phillip Street Waterloo Ontario N2L 3X2 Canada ISO 9001 T 519 884 0510 F 519 884 0525 W www.ghd.com f xGic,,,IG of SIG. Poll! i Immo' .... , •,,,P'4,4,-'*.;„' ,. fir, «. Proposal Landfill Engineering Services FS r ,s Municipality of Kincardine ....`, 'y i // at' ,.,.J a . V ' -%‘ 0. 1\4\' ii. ' '.I '. A A . �y. I t A i•L'I.,n.,',, ,111111H,:,..4.,; ..,,, 4„: w l ;e „'1/11,,,1, . ' GN6;455 Phillip Street Waterloo Ontario N2L 2X2 Canada;004074:Report No 99 j June 20 2018 Agreement for Professional Services Exhibit"A" Scope of Work GHD ASF-008-Rev.0-07/01/2015 This completed form is a quality record CifID INA. I 1. Personnel, Organizational Structure, and Project Management Approach 1.1 Introduction GHD has a dedicated group of waste management professionals that are capable of planning waste management projects, assessing the technical issues, designing and providing construction oversight for waste management facilities, design leachate management process and facilities, hydrogeologic assessments, and conducting landfill monitoring and reporting. The GHD waste management professionals, if required, can access in-house expertise in specialty areas that may be required for a waste management project such as biology(fish, plants, animals, etc.), geotechnical matters, and air& noise matters.As a full service engineering firm with a specialty in waste management services, GHD does not require subcontractors with regard to providing the landfill engineering services noted in the RFP, or potential future landfill related services. GHD's selected Project Team offers the right mix of technical expertise, practical experience, and Kincardine landfill site knowledge to successfully complete the scope of work noted in the RFP. The GHD Project Manager-Jim Yardley- has over 32-years of experience as a solid waste management professional and 9 years of experience with the Kincardine landfills. Since GHD offices do not operate as individual profit centers, if required, Mr. Yardley can draw on the expertise of staff from any GHD office in the world to assist with a specific/complex matter, or to assist in data management, graphics, computer modeling, research, and any other support services that may be required to complete the project. For this project, the selected GHD staff is located in Waterloo, Ontario, the design and assessment hub for solid waste management services for Canada. As such, the selected staff is part of a much large solid waste management team with vast knowledge of landfill engineering and monitoring, as well as other waste management matters. GHD stands beside its clients and prefers to build long-term relationships by providing responsiveness, quality, and efficient delivery of projects. To that end, the Project Manager will be the primary contact with the Municipality during the project to ensure the Municipality's satisfaction with the work completed. We demonstrate our abilities through an expert, excellent Project Team that will consistently work on behalf of the Municipality and maintain involvement throughout the assignment. 1.2 Key Personnel Figure 1 provides the project team organizational structure and Table 1 provides an overview of the project team including name, title, role, education, professional registrations, years'experience, and a brief outline of undertakings relating to the Terms of Reference. Separate summaries for each key personnel are presented below to accompany the information in Table 1. Curricula Vitae for the Project Team members are provided in Appendix A. The listing of GHD staff relate to the services required to be completed by GHD for the Municipality. These cover the routine monitoring and reporting,the topographic surveys and volume calculations, the geotechnical monitoring (inclinometers), and the potential design items during the contract GHD I Landfill Engineering Services 1004074(99)I Page 1 period, as well as general support as required. The team provide works together on a number of 'landfills throughout Ontario and as such, has a strong working relationship and an understanding of the skills of each. Project Director- Greg Ferraro, P.Eng., C.E.T. Mr. Ferraro will be GHD's Project Director for this Kincardine Landfill Engineering assignment.As Project Director, Mr. Ferraro will be the GHD administrative representative and will provide overall support to the team members and when required an independent and strategic resource to the project team. Mr. Ferraro is a licensed Professional Engineer in the provinces of British Columbia, Manitoba and Ontario and a GHD Principal. Mr. Ferraro has over 34 years of experience in solid waste management involving solid waste landfills and solid waste management facilities.A significant portion of Mr. Ferraro's engineering career has been dedicated to the preparation of all aspects of landfill design and operation,waste discharges, regulatory permitting, closure plans, contaminating site life assessments, financial planning and regulatory compliance actions. Mr. Ferraro has provided expert testimony in a number of jurisdictions across Canada in support of solid waste permitting and compliance initiatives. Mr. Ferraro has been involved with the Kincardine landfills since the early 1990's when he was the Project Manager for the Valentine Landfill (Ward 1) expansion and is the Project Director for the current GHD landfill work in the Municipality of Kincardine. Project Manager-James (Jim) Yardley, M.A.Sc., P.Eng. Mr. Jim Yardley will be the Project Manager for the Kincardine Landfill Engineering assignment. Mr. Yardley has over 32 years of consulting engineering, with the bulk of his experience in the solid management and contaminated sites management. Mr. Yardley is a licensed Professional Engineer in the Province of Ontario. Mr. Yardley has provide expert testimony before the Environmental Assessment Board in the areas of landfill design and operation on several occasions. Mr. Yardley engineering career has allowed him to work with specialized professionals as part of larger project teams, and allowed him to develop knowledge and understanding of all of the areas associated with waste management. These include landfill assessments, regulatory issues, landfill design, landfill operations, surface water management, hydrogeologic assessments, contaminating life spans, leachate management, leachate treatment, landfill gas assessment an management, financial assurance matters, landfill closure, and regulatory compliance. Jim works effectively with clients to obtain the desired objectives for a project. Jim works with his clients to ensure that the project or problem is fully defined and works to develop cost effective and long term solutions to the problem. Jim considers landfills as long-term construction projects that can constantly be improved as new technologies/new materials are developed or as new techniques are developed can be incorporated into existing landfill projects. Lessons learned from all projects is a key aspect that GHD and Jim believe in.Working within a larger solid waste group that works on landfills and waste management projects across North America, allows Jim to refine and evolve landfill designs.A second fundamental principle is health and safety and Jim ensures that all staff that work on landfill projects fully understand the potential hazards, especially, the potential issues with regard to landfill gas. Throughout his career Health, Safety, and Environment(HSE) have been key components of all work programs and components. • GHD I Landfill Engineering Services 1004074(99)I Page 2 PIR IID tl As Project Manager, Jim will be involved on all aspects of the project.Jim will be responsible for ensuring that he work completed is in compliance with the needs of the Municipality. Specific tasks that Jim will be involved with include communication with Municipal staff on landfill related matters, representation at Council and with the Ministry of Environment and Climate Change as required/requested, development of work plans and budgets, project management and administration, overall peer review of documents submitted to the Municipality. Senior Hydrogeologist-Ben Kempel, B.E.S. Mr. Ben Kempel will be the lead and senior hydrogeologist for the project. Ben will provide overall guidance and peer reviews on the monitoring reports and hydrogeologic matters. Ben has 21 years' experience in the field of environmental hydrogeology with career focus in the design and implementation of hydrogeological investigations and long-term monitoring programs at landfills. The focus of Ben's career has been management of projects involving the collection and interpretation of hydrogeological data. Ben's strength is in the implementation of creative solutions for solving hydrogeological problems. Ben was responsible for and the lead hydrogeologist for the Kincardine Waste Management Centre approval in 2010/2011. Hydrogeologist-Allan Molenhuis, B.Sc. Mr. Molenhuis will be the hydrogeologist and will be responsible the organizing the monitoring program, the assessment of the data, and preparation of the monitoring report. Allan has an extensive depth of hands-on experience in the field and technical expertise in hydrogeologic investigations and data interpretation. Mr. Molenhuis has acted as project coordination and/or hydrogeologist for the past 10 years for many projects and has developed excellent skills in the development, implementation, and evaluation of environmental monitoring programs for landfills and contaminated sites with complex hydrogeologic conditions. Allan has been involved with all of the Kincardine landfill site reporting over the past 8-years,from drilling oversight and monitoring, to assessment and reporting. Landfill Engineer-Dan Turner, P.Eng. Mr. Turner is a civil engineer with experience in solid waste management; including landfill design, construction, and management, as well as leachate treatment feasibility and design. Dan has coordinated and overseen the completion of many environmental investigation programs, remedial excavations and large-scale landfill cell construction projects. Dan has also managed the multi-disciplinary detailed design of multiple leachate treatment facilities and wastewater management systems including overseeing the construction and commissioning of leachate treatment facilities designed to discharge treated landfill leachate on site.As a result, Dan has developed a skill set that mixes civil engineering design principles with an understanding of mechanical and chemical processes to deliver complete solutions to clients with complex projects. Dan has been involved in the design of the Kincardine Waste Management Centre landfills cells and the leachate treatment facility. Dan will provide assistance to Mr. Yardley with regard to management of the project and will be the lead engineer for landfill design matters. Peer Reviewer-David Barton, M.Eng., P.Eng. Mr. David Barton will provide engineering peer review for design related items to the project team, when designs are conducted. David has over 20 years of design, construction, project coordination, GHD I Landfill Engineering Services 1004074(99)1 Page 3 13111) Ind and project management experience in the solid waste management(SWM) industry at over 50 SWM facilities throughout North America, including permit and environmental compliance approval (ECA)applications, optimization and modification of existing and proposed landfill sites, tender administration, contract administration, construction inspection, and construction oversight. Projects have included vertical and lateral expansions of landfills,the design of liner systems, leachate collection systems (LCS), leachate extraction systems (LES), leachate transmission systems (LTS), landfill gas (LFG) management and final cover systems, LFG purification/treatment systems, stormwater management systems, and various other works associated with SWM operations. Senior Sampling Technician-Dan Daum Dan has worked as the primary field sampling technician on hundreds of sites across North America for the past 25 years. Dan has developed the skills that give confidence that each sample is collected with the upmost integrity while carefully managing unique health and safety concerns of individual sites. Over the past 25 years, Mr. Daum has developed an intimate knowledge of a vast variety of sampling techniques and the equipment used with each technique. Effective time management, coordination, and good organization have allowed Dan to complete his jobs within budget; making him a key component to each successful monitoring program he's involved in. Dan conducted monitoring of the Kincardine Ward 1 landfill in the 1990s and has been the lead sampling for all of the Kincardine landfills during the last 9-years. Junior Sampling Technician- Taryn Brindle, C.Tech Taryn has 4.5 years of field experience in small to large scale Phase I and Phase II environmental site assessments, including subsurface contaminant delineation, supervision of drilling programs, environmental soil and groundwater characterization, site surveying, hydrogeologic site studies, single well response testing, O&M of remedial groundwater system, and materials testing. Taryn will provide support and assistance to Dan Daum sampling and will assist Allan Molenhuis with the management, assessment, and report preparation. CAD Technician -Kal Dhaliwal Kal Dhaliwal is proficient in AutoCAD 2016, Civil3D 2016, GINT Software and Microsoft Office suits. Kal most often utilizes Civil3D to help the Solid Waste Group in creating design drawings, site layouts, 3D surfaces, and calculating volumes. Kal uses his communication and organization skill set to make sure projects are completed in an efficient and timely manner. Kal will provide assistance with the preparation of report figures, volume and site life calculations, and be part of the engineering design team when required. Survey Technician—Jack Ferenczy Mr. Jack Ferenczy will conduct the required topographically surveys for the landfills as required. Jack has been conducting surveys at landfills for over 20 years and is familiar with Kincardine Landfills. Senior Geotechnical Engineer-Bruce Polan, M.A.Sc., P.Eng. Bruce Polan, is a senior Geotechnical Engineer with over 30 years of geotechnical and environmental engineering experience. Mr. Polan has been involved in numerous geotechnical and GHD I Landfill Engineering Services 1004074(99)l Page 4 tee- geo-environmental investigations and designs both in the United States and across Canada. Mr. Polan also manages a high-complexity soil testing lab for advanced soil analyses and his projects involve geotechnical designs for road construction or reconstruction, clay and/or geosynthetic landfill liners and caps, wind energy foundations, residential, industrial, and commercial buildings, storm/sanitary sewers, slope stability and bank stabilization, specialized geotechnical instrumentation and computer modeling, and construction dewatering issues. Mr. Polan will provide peer review and strategic assessments related to the inclinometers and slope stability as well as geotechnical issues associated with landfill design components. Geotechnical Engineer-Abdul Hafeez Khan, P.Eng. Abdul Hafeez Khan has over 32 years of experience in geotechnical, material testing, pavement design/construction/reconstruction, and civil engineering projects abroad and Canada. Abdul specializes in the installation of geotechnical instrumentation, data recovery, analysis, interpretation and graphical presentation. Mr. Khan was involved in the installation of inclinometers at the Kincardine Waste Management Centre and has been conducting the monitoring and reporting on the inclinometers and slope stability for the last five years. GHD confirms that the Project Team members identified are commitment to the project the annual monitoring and engineering services program.Any changes in the Project Team will be discussed with the Municipality and appropriate arrangements made. 1.3 Project Organizational Diagram A project team organization chart is included in Figure 1 and identifies our key staff and communication structure. 1.4 Project Management Approach Effective project management is critical to the success of any project. This involves making choices about where to concentrate resources and effort on any given day anticipating potential issues, dealing with these issues before they become critical, communicating with the Municipality, and coordinating project work. GHD has an established Quality System with detailed protocols for quality assurance/quality control (QA/QC)governing all aspects of project delivery. GHD develops an overall project management plan to guide each aspect of the project. The plan will contain project objectives and assumptions, levels of authority and decision making, project constraints, communication protocols, detailed project scope, quality assurance goals, detailed listing of project deliverables, project schedule, list of key Project Team members, cost management plan, risk management plan/register, QA/QC plan, and the roles and responsibilities of key participants. GHD's Project Manager will be responsible for implementing project management and control processes that will be used by the Project Team to ensure satisfactory progress is being made toward project goals, objectives, and milestones. GHD I Landfill Engineering Services 1004074(99)I Page 5 GHD 1.4.1 Resource Management and Communication The Project Manager together with other key Project Team members as applicable, will actively plan, coordinate, and manage all required resources for the Project. GHD will develop a communication plan at the beginning of the project as part of the Project Management Plan. GHD assumes the communication and coordination will be primarily between GHD's Project Manager and the Municipality's Project Manager. 1.4.2 Schedule and Time Management Upon Project commencement, GHD will create, maintain, and refine a project schedule developed in coordination with the Municipality's Project Manager to produce a baseline schedule for monitoring and engineering services required by the Municipality. The schedule will be used to establish and monitor the project milestones and critical path items for deliverables and meetings if required. GHD's Project Manager will provide regular updates of the project. The Project Manager will further call on any resources necessary to address schedule issues. 1.4.3 Risk Management GHD will develop a risk management plan that will be used to identify, analyze, monitor, and control/mitigate risks to the project. GHD will work with the Municipality to identify and review risks at the beginning of the project term and will continue to monitor and identify new risks as the project progresses. Risk aspects to be considered will include: technical and political risks; risks to meeting project delivery objectives; risks to meeting safety, reliability, and environmental/regulatory requirement; and cost control risks and risks to the Sites'operations. 1.4.4 Dispute Prevention and Resolution Effective communication among our Project Manager and our clients is the key to preventing potential performance issues from escalating. GHD's ISO 9001:2015 Quality System and the training programs that we have developed around it describe how we manage projects. 1.4.5 QA/QC Approach GHD is one of the few engineering/consulting firms in North America that have attained ISO 9001:2008 certification in Consulting, Engineering, and Design Services. GHD is currently registered at 47 office locations. A copy of GHD's Quality System Policy Statement and GHD's ISO Certification can be provided as necessary. GHD is an industry leader in the completion of internal peer review of our deliverables to our clients. GHD 1 Landfill Engineering Services 1004074(99)1 Page 6 1.4.6 Health and Safety Health and safety procedures are addressed and outlined in GHD's ISO <.. 9001:2008 Quality System and our corporate health and safety program, which is called Safety Means Awareness Responsibility Teamwork (SMART). GHD has implemented a robust behaviour-based health and SMART safety training program to ensure that our employees perform in such a PROGRAM manner that health and safety is second nature. The program has been so effective that our safety performance metrics remain significantly better Safety Means Awareness than the industry average. GHD's Project Team is also uniquely aware of Responsibility Teamwork landfill related hazards that exist for this specific Project. GHD 1 Landfill Engineering Services 1004074(99)1 Page 7 TUt_ MUNICIPAI.ITY Or LQNCARINL great energy. balanced life. PROJECT DIRECTOR PROJECT MANAGER Greg Ferraro, P.Eng. Jim Yardley, M.A.Sc., P.Eng. SENIOR HYDROGEOLOGIST Ben Kempel, B.E.S. LANDFILL ENGINEER SENIOR GEOTECHNICAL ENGINEER Dan Turner, P.Eng. Bruce Polan, M.A.Sc., P.Eng. HYDROGEOLOGIST 1 Allan Molenhuis, B.Sc. SENIOR SAMPLING TECHNICAN JUNIOR SAMPLING TECHNICAN CAD TECHNICIAN PEER REVIEWER GEOTECHNICAL ENGINEER Dan Daum Taryn Brindle Kal Dhaliwal David Barton, M.Eng., P.Eng. Abdul Khan, P.Eng. PROJECT NO. 04074-98,2018 MUNICIPALITY OF KINCARDINE DATE June20 GHD PROPOSAL FOR MONITORING AND ENGINEERING SERVICES imil PROJECT ORGANIZATIONAL DIAGRAM FIGURE 1 4 Table 1.1 Page 1 of t CDProject Team Summary Table bill Proposal for Landfill Engineering Services Municipality of Kincardine Personnel Title Role Education Professional Registrations Years Experience Greg Ferraro Principal Project Director Bachelor of Engineering Science—Civil Engineering,Diploma of Engineering— Professional Engineer in British Columbia,Manitoba,and Ontario.Member of 34 Civil Engineering Technology Ontario Waste Management Association.Former Vice-Chair of Conestoga College Board of Governors Jim Yardley Associate Project Manager Master of Applied Science(M.A.Sc.)Civil Engineering,1987;Bachelor of Registered Professional Engineer,Ontario 32 Applied Science(B.A.Sc.)Civil Engineering Ben Kempel Senior Hydrogeologist Senior Hydrogeologist Bachelor of Environmental Studies,Environmental Engineering Applications - 21 Diploma Allan Molenhuis Hydrogeologist Hydrogeologist Honors Science,Earth Science.Minor - 11 Environmental Engineering . Dan Turner Intermediate Engineer Landfill Engineer B.Sc.Eng.,Civil Engineering Registered Professional Engineer Ontario 8 • David Barton Senior Engineer Peer Reviewer M.Eng.,Civil Engineering,B.Eng.Civil Engineering,Diploma in Eng. Registered Professional Engineer Alberta,British Columbia,Florida,Manitoba,New 22 Brunswick,Nova Scotia,Ontario - Dan Daum Senior Field Technician Senior Field Technician Groundwater Monitoring and Sampling Technology Diploma - 27 Geoscience Data Technician Diploma Taryn Brindle Junior Field Technician Junior Field Technician Diploma,Environmental Technician,2012;Diploma,Environmental Technology C.Tech designation from the Ontario Association of Certified Engineering 5 Technicians and Technologists(OACETT) Jack Ferenczy Survey Technician Survey Technician Architectural Technology,Technician Diploma,1988;Trimble Certified Trainer; - 28 Class GPS Survey Training,1998 Kal Dhaliwal CAD Technician CAD Technician Diploma,Civil Engineering Technology - 4 Certificate,Technology Foundations Bruce Polan Associate Senior Geotechnical Engineer M.A.Sc.Geotechnical/Civil Engineering.1997;B.A.Sc.Geotechnical Past Member—Canadian Wind Energy Association(CANWEA);Member— 34 Engineering Canadian Geotechnical Society,Southern Ontario Section Abdul Khan Geotechnical Engineer - Geotechnical Engineer B.Sc.Civil Engineering(B.Sc.Eng.) Registered Professional Engineer,Ontario 32 OND 04074(99, OND I 2. Project Cost Control Measures 2.1 Staff Rates and Escalation Factor In accordance with the RFP, GHD has provided a Schedule of Hourly Rates for all Key Personnel listed in Section 1.1 which is presented in Table 2.1. The Schedule indicates 2018 hourly rates and rates for each subsequent year for the five (5)year term. GHD has applied an annual increase of 3 percent to the rates to account for inflation. The actual inflation factor will be discussed with the Municipality based on CPI and Construction CPI for Ontario. Standard Expenses are estimated at a rate of ten percent of the professional fees. Standard Expenses include but are not necessarily limited to vehicular mileage, traveling expenses, printing and reproductions, progress photographs, and courier charges. For the monitoring components, the disbursements include field equipment. 2.2 Cost Control Measures GHD understands the importance of cost control and cost management. GHD will act in the best interest of the Municipality when completing monitoring activities and other engineering services. GHD's extensive experience in landfill engineering and monitoring will allow us to complete tasks efficiently and cost effectively. The aspects outlined in our project management approach work hand • in hand with cost control and quality assurance. Proper resource management, communication, both internally and externally with the Municipality, risk management, proper scheduling and time management are all critical to ensuring proper cost management. The Project Team's years of experience both in landfill services and working with the Municipality provide the local knowledge that the Municipality needs to complete the work in a cost efficient manner while ensuring the highest level of quality. As part of the cost management plan, GHD's Project Manager will closely monitor and measure critical path activities using the baseline schedule and budget, and will track the actual time and cost expenditures against the task/activity budgets. Any impending overruns will be identified and communicated to the Municipality's Project Manager. Any increase in cost due to contemplated or proposed scope changes will be reviewed with the Municipality's Project Manager, and written approval will be obtained prior to proceeding with the work. For invoicing, GHD utilizes an Internet based project cost accounting system (BST Enterprise System). This powerful, flexible, state of the art electronic accounting system allows for real time assessment of project costs. The BST system provides GHD project managers with the best available tool to closely monitor and measure critical path activities using the baseline schedule and budget, allowing project managers to track actual time and cost expenditures against task/activity budgets. The Municipality's management team will be provided with a monthly summary of project activities with the invoice.Any impending overruns will be identified and communicated to the Municipality's Project Manager.Any increase in cost due to contemplated or proposed scope changes will be reviewed with the Municipality's Project Manager, and written approval will be obtained prior to proceeding with the work. GHD I Landfill Engineering Services 1004074(99)I Page 8 Pool OHO 2.3 Work Plan 2.3.1 Monitoring and Reporting GHD is uniquely qualified for the Project having completed the annual monitoring and reporting services for the Municipality's landfills for the past 10 years. GHD's understands that the project includes the undertaking of environmental monitoring (groundwater, surface water and landfill gas sample collection, etc.) and completion of annual monitoring reports for the Municipality's three landfill sites. Annual reports are required by the end of April each calendar year and is committed to meeting those deadlines. The primary tasks related to landfill monitoring and annual reporting are as follows: • Collection and analysis of surface water, groundwater, and leachate samples at three landfills (Ward 1, KWMC, and Ward 3) • Collection of field monitoring data including field water quality parameters and static water levels • Collection of water quality samples from the Leachate Collection System and Groundwater Collection System at the Ward 1 landfill site • Undertaking of landfill gas monitoring at the Ward 1, Ward 3 landfills, and the Park Street and Elgin/Market Street closed landfills • Evaluation and interpretation of all collected field and analytical data • Preparation and submission of annual monitoring reports for each landfill site. The Ward 1 annual monitoring report is to include reporting on the Leachate Collection System and Groundwater Collection System performance monitoring and the KWMC includes a report on the LTF • Preparation and submission of annual letter reports regarding the results of methane monitoring conducted at the Park Street and Elgin/Market Street Landfill sites Through ongoing experience with the Municipality's landfill sites, GHD understands that the purpose of undertaking the monitoring programs is not only to monitor the environmental performance of the sites, but also to meet the specific conditions of the Environmental Compliance Approvals(ECAs)for the landfills as well as the Sewage Works located at the Ward 1 Landfill site. Accordingly, the objectives of the project are to: • Ensure that the landfills remain in compliance in terms of monitoring and regulatory reporting requirements • Allow the active landfills to operate on an uninterrupted basis • Minimize the long-term liabilities associated with the landfill sites Key considerations that must be addressed to achieve the objectives are: • Efficient use of time which includes scheduling, responsiveness, and flexibility to ensure established deadlines are met • Collection of accurate and representative data, which will be reflected in fieldwork and data management GHD I Landfill Engineering Services 1004074(99)l Page 9 The following points summarize the protocols GHD will employ to ensure that the above critical issues are adequately addressed: • GHD will utilize experienced landfill monitoring technicians whose primary duties are field monitoring and have been trained through GHD's ISO program for personnel training • Monitoring technicians will be equipped with dedicated sampling vans outfitted with all required monitoring equipment. All monitoring equipment is maintained and calibrated through GHD's ISO equipment maintenance and calibration program • GHD will utilize site-specific monitoring specification sheets that are reviewed and approved by the project manager for each monitoring event for each site to ensure the correct monitoring is performed each time • Sampling procedures will follow GHD Standard Operating Protocols which meet or exceed industry standards for sampling and sample care/handling • Sampling events will include a visual site inspection of each landfill wherein the landfill monitoring technician will document any areas of concern including safety issues, evidence of leachate seepage or other obvious environmental impairment as well as any issues related to the condition of monitoring wells • The collected samples will be submitted for analysis to a third party accredited laboratory (retained directly by the Municipality) • the results will be reviewed for completeness and accuracy by a member of the project team when received from the laboratory • The Municipality will be notified immediately of any new regulatory exceedances discovered during review of the results • The data will be summarized and interpreted and presented to meet the required reporting stipulated in the site-specific ECAs 2.3.2 Engineering Projects For engineering projects, the project budgets and schedules will be developed for both professional and capital services on an as required basis. The project team, as well as the other professionals have the capability to conduct any engineering assessment and design required for waste management services without the need to subcontract out the design or key components. 2.4 Monitoring and Reporting Costs The monitoring and reporting costs for the initial year, 2019 are presented in Table 2.2. Similar to the annual rates, a 3 percent inflation rate has been used to provide estimates for 2020 to 2023. GHD I Landfill Engineering Services 1004074(99)1 Page 10 Will Table 2.1 Page 1 of 1 GHDSchedule of Hourly Rates Proposal for Landfill Engineering Services Municipality of Kincardine Last Name First Name Role 2019 Rate 2020 Rate 2021 Rate 2022 Rate 2023 Rate Barton David Peer Review $ 185.00 $ 190.55 $ 196.27 $ 202.15 $ 208.22 Brindle Taryn Junior Field Technician $ 90.00 $ 92.70 $ 95.48 $ 98.35 $ 101.30 Daum Dan Senior Field Technician $ 125.00 $ 128.75 $ 132.61 $ 136.59 $ 140.69 Dhaliwal Kal CAD Technician $ 90.00 $ 92.70 $ 95.48 $ 98.35 $ 101.30 Ferraro Greg Project Director $ 260.00 $ 267.80 $ 275.83 $ 284.11 $ 292.63 Ferenczy Jack Surveyor $ 125.00 $ 128.75 $ 132.61 $ 136.59 $ 140.69 Kempel Ben Senior Hydrogeologist $ 180.00 $ 185.40 $ 190.96 $ 196.69 $ 202.59 Khan Abdul Geotechnical Engineer $ 160.00 $ 164.80 $ 169.74 $ 174.84 $ 180.08 Molenhuis Allan Hydrogeologist $ 170.00 $ 175.10 $ 180.35 $ 185.76 $ 191.34 Polan Bruce Senior Geotechnical Engineer $ 215.00 $ 221.45 $ 228.09 $ 234.94 $ 241.98 Turner Dan Landfill Engineer $ 150.00 $ 154.50 $ 159.14 $ -163.91 $ 168.83 Yardley Jim Project Manager $ 200.00 $ 206.00 $ 212.18 $ 218.55 $ 225.10 Administrative Support $ 70.00 $ 72.10 $ 74.26 $ 76.49 $ 78.79 Database Support $ 115.00 $ 118.45 $ 122.00 $ 125.66 $ 129.43 Engineering Support $ 125.00 $ 128.75 $ 132.61 $ 136.59 $ 140.69 Note: 2020 to 2023 rates estimated based on a 3%inflation rate. GHD 004074(99) Table 2.2 Page 1 of 1 GHD Work Team Breakdown Proposal for Landfill Engineering Services Municipality of Kincardine PROJECT TEAM SERVICE COSTS a) NC C o y eC a Base Service Deliverables cN m 'c c o ,3,Task Descriptions 2 a> a> 5 w d tr'tco ° m o R i y D a c 0 N c o y I- 12 i 'c V) .oQ es o t p v E = p y c m '> E 3 d r c) a . }co d Y o c o N a a ` O a n o 0 R i `2 E 2 0) 0 >. N e m e A m N Q -£o =° Q -0 '� (/) O 0a. - mN RI Ci ,..1 Da O <n YO 0 Q cn ro- Rate $260 $200 $180 $170 $150 $185 $125 $90 $115 $70 (S/hr) 1.Ward 1 Site Monitoring Monitoring 2 40 --_ 42 $ 5,400.00 $ 1,080.00 $ 6,480.00 Laboratory Analysis _—_ 0 $ - $ - $ - Annual Report 1 4 8 14 20 10 4 2 63 $ 8,880.00 $ 888.00 $ 9,768.00 Subtotal Ward 1 Site 1 6 8 14 0 0 60 10 4 2 105 $ 14,280.00 $ 1,968.00 $ 16,248.00 2.Ward 2 Site Monitoring Monitoring 2 40 42 $ 5,400.00 $ 1,080.00 $ 6,480.00 Laboratory Analysis 0 $ - $ - $ - Annual Report 2 4 8 16 8 16 10 4 2 70 $ 10,180.00 $ 1,018.00 $ 11,198.00 Subtotal Ward 2 Sit,.,., 2 6 8 16 8 0 56 10 4 2 112 $ 15,580.00 $ 2,098.00 $ 17,678.00 3.Ward 3 Site Monitoring Monitoring 2 24 —_— 26 $ 3,400.00 $ 680.00 $ 4,080.00 Laboratory Analysis —__ 0 $ - $ - $ - Annual Report 1 4 8 12 4 8 4 2 43 $ 6,360.00 $ 636.00 $ 6,996.00 x Subtotal Ward 3 Site 1 6 8 12 0 0 28 8 4 2 69 $ 9,760.00 $ 1,316.00 $ 11,076.00 4.Park/Elgin/Market Street Sites Monitoring 1 16 --- 17 $ 2,200.00 $ 440.00 $ 2,640.00 Reporting 1 2 4 1 8 $ 1,110.00 $ 111.00 $ 1,221.00 Sub-Total Site 4 0 1 0 2 0 0 4 0 0 1 8 $ 1,110.00 $ 111.00 $ 3,861.00 TOTAL BASE SCOPE OF WORK Total Hours/Person 4 19 24 44 8 0 148 28 12 7 294 $ 40,730.00 $ 5,493.00 $ 48,863.00 Percent of Project Time 1% 6% 8% 15% 3% 0% 50% 10% 4% 2% TOTAL 2019 (excluding HST) $ 48,863.00 Notes: 1 Analytical costs are not included in price as per addendum. Total Years 2020-2023 (annual increase applied, excluding HST) 2 Geotechnical monitoring and reporting are not included in the price, as per the addendum. Geotechnical work would be conducted by GHD staff. TOTAL 2020 $ 50,328.89 3 Costs are inflated by 3% per year. TOTAL 2021 $ 51,838.76 TOTAL 2022 $ 53,393.92 TOTAL 2023 $ 54,995.74 • GHQ 04074(99) 3. Local Knowledge GHD and the selected GHD project staff are extremely familiar with the 2 active and 3 closed landfill sites in the Municipality of Kincardine. GHD is currently the preforming the monitoring and engineering for the Municipality at the 2 active and 3 closed landfill sites for the period of 2009 through 2018. Historically, GHD (formerly Conestoga-Rovers&Associates)provided engineering and monitoring services for the Town of Kincardine for the Ward 1 Landfill and the 2 small closed landfills. Key waste management work that GHD has conducted for the Municipality over the years include: • Identifying, designing, and obtaining approval of the Ward 1 Landfill (1975-78). • Obtaining and interim expansion and environmental assessment of the Ward 1 landfill (1992-1998). This work included extensive work in the area of waste management and waste diversion for the Town of Kincardine. • Assessment of Ward 2 landfill approval and obtain concurrence with the Ministry of the Environment and Climate Change with regard to the approved capacity of the landfill. The Municipality had assumed a capacity of approximately 120,000 m3. GHD and the Ministry agreed that it was closer to 800,000 m3. (2009). • Geologic/hydrogeologic assessment and landfill design for the Ward 2 landfill to confirm that approximately 800,000 m3 of landfill capacity could be placed at the Site. Assessment included review of the refuse disposal area, the adjacent wetland, and the river. The landfill design included the development of the disposal area that would provide the Municipality with over 40 years of site life and a new waste management centre (2009—2011). • Closure of the Ward 1 Landfill (2011-2012). • Design of the Leachate Treatment Facility at the Kincardine Waste Management Centre (2015— 2016). In completing the work above, GHD staff have represented the work before council with regard to providing updates, or dealing with approval/regulatory matters, or construction recommendations. The project team selected, all have experience with the landfill sites. The senior staff were all involved in the assessment and approval of the Kincardine Waste Management Centre. In addition, several staff have connections with the Kincardine area through family or summer homes. GHD 1 Landfill Engineering Services 1004074(99)I Page 11 PIM tcM Iimil 4. Related Experience and Corporate Experience 4.1 Related Experience A brief summary of relevant project experience is included in Table 4.1. These projects are relevant in that they include a combination of engineering services and monitoring and reporting services for municipal solid waste landfills similar to the services requested in the RFP. Based on GHD's success in providing monitoring and reporting services, GHD has been retained by these clients to provide additional solid waste engineering services. GHD's experience in the following examples includes but is not limited to: completing environmental sampling programs, annual monitoring reports, design and operation reports, site closure reports, detailed hydrogeologic assessments, design and implementation of groundwater remediation programs, landfill gas remedial work, and obtaining various forms of approvals.A brief summary is provided below of key projects representative of GHD's experience in municipal landfill monitoring programs and other engineering services. Additional relevant project summaries are provided in Appendix B to further demonstrate GHD's and the Project Team's experience and qualifications in completing the requested services. Each of the reference projects have been chosen to represent projects of similar size and scope. Reference project contact information is provided in Section 5. GHD 1 Landfill Engineering Services 1004074(99)1 Page 1. Table 4.1 Related Experience Project Client Description of Services Provided Key Personnel Waste Municipality of The Municipality of Kincardine (Municipality) retained GHD in Greg Ferraro, Jim Yardley, Management Kincardine 2008 to provide engineering services, which include the Ben Kempel, Allan Centre ongoing monitoring and reporting for three landfill sites (the, Molenhuis, Dan Daum, Bruce now closed, Ward 1 Landfill, the Kincardine Waste Polan, Abdul Khan, Dan Management Centre, and the Ward 3 Landfill). Monitoring Turner includes water level measurements and collection of surface water quality, groundwater quality, leachate quality, and landfill gas monitoring. GHD has been responsible for completing the annual monitoring and reporting including data quality assessments and validation for all samples collected for the above noted landfills. GHD provided technical investigations and assessment, conceptual design, regulatory approval documentation, detailed design, and construction oversight for the development of the Phase 2 disposal area and the on-site leachate treatment facility for the Kincardine Waste Management Centre (KWMC), as well as annual monitoring and reporting. Mid-Huron Mid-Huron Landfill GHD commenced work for the Mid-Huron Landfill Site Board Jim Yardley, Dan Daum, Landfill Site Site Board (Board) in 1985 and has provided environmental engineering Allan Molenhuis services in support of the Mid-Huron Landfill, including the development of a landfill base, final contours, site life projections, leachate collection system, contingency plans, stormwater management plan, and ultimately a closure plan. GHD's current work includes conducting the annual monitoring and reporting of landfill progress and groundwater/surface water assessments, biannual assessments of the post-closure reserve fund, as well as ongoing engineering related to the operations and closure of the landfill. GHD is currently working with the Board in the transition plan from landfill operations to waste transfer operations. GHD I Landfill Engineering Services 1004074(99)I Page 13 Pm IR how Table 4.1 Related Experience Project Client Description of Services Provided Key Personnel Northumberland County of GHD was retained in 1999 by the County of Northumberland to Ben Kempel, Allan County Landfill Northumberland provide sample collection, analytical and report preparation Molenhuis, Dan Daum, Taryn Monitoring services for nine landfill sites located throughout the County of Brindle Northumberland. GHD continues to provide monitoring and progress reporting services to the County on an annual basis. Additional works undertaken include: monitoring well installations and abandonments, trigger level assessments, leachate management plan developments, contingency plan development, landfill gas venting system design, design, operations, and closure plans preparations, monitoring program rationalizations and hydrogeologic investigations. GHD provides annual sample collection, analytical services, and report preparation for nine landfill sites. County of County of Lambton GHD was initially retained by the City of Sarnia in 1986 and Ben Kempel, Allan Lambton subsequently by the County of Lambton (County) in 1990 to Molenhuis, Dan Daum, Taryn Landfill provide engineering services and ongoing monitoring and Brindle Monitoring reporting for the Sarnia Landfill site and the Sarnia Leachate Treatment Facility. GHD has since been retained to provide solid waste engineering, monitoring, and reporting services for five landfills owned by the County, including the Brooke, Dawn, Moore, Sarnia, and Sombra Landfills. The monitoring program includes water level measurements and the collection of samples for surface water quality, groundwater quality, leachate quality, and landfill gas monitoring. To date, GHD has successfully managed monitoring schedules and deadlines, and has provided top quality services and products while consistently remaining under budget. GHD provides ongoing monitoring and reporting for five closed landfills. Waterloo Regional Since the landfill commenced operations in 1972, GHD has Greg Ferraro, Ben Kempel, Landfill Municipality of been involved in almost all aspects of the site. During that time, Allan Molenhuis, Dan Daum, Waterloo GHD has assisted in all aspects of landfill operations and Dan Turner, Taryn Brindle, management, including services in support of the expansion of Dave Barton the landfill to meet long term capacity requirements for the surrounding communities. In support of the long term expansion of the landfill, GHD completed hydrogeologic investigations and undertook detailed groundwater modelling. This work was used in part for the development of a Table 4.1 Related Experience Project Client Description of Services Provided Key Personnel compliance and predictive trigger level monitoring program as the basis for the site contingency plan implementation assessment process. Since 1993, GHD has provided expertise to the RMOW with respect to managing LFG. Initially, GHD completed an LFG investigative study and extraction testing to determine the feasibility of extracting LFG from the landfill. GHD completed the detailed design of the LFG collection and flaring systems as well as provided contract documents, contract administration, and construction supervision for the works. In addition, GHD has been responsible for all field monitoring activities associated with the site's groundwater, surface water, and leachate monitoring program. GHD has provided comprehensive engineering services at this municipal landfill encompassing regulatory approvals, detailed design, tender administration, construction inspection, contract administration, and warranty support for new landfill cells, leachate and landfill gas (LFG) management systems, surface water management systems, and groundwater extraction systems. Green Lane City of Toronto For over 40 years, GHD has provided comprehensive Dan Daum, Jim Yardley Landfill consulting, engineering design, construction management, and operation support services for the Green Lane Landfill. Since landfilling commenced in 1978, GHD has facilitated three successive expansions of the landfill totaling more than 61.5 ha (150 ac)of expansion area. For each expansion, GHD successfully conducted Environmental Assessments (EAs); obtained necessary regulatory approvals; completed hydrogeological investigations; prepared landfill design and site development plans that incorporated designs for landfill cells, leachate collection, surface water, stormwater, and landfill gas (LFG) collection; calculated annual financial assurance requirements, and initiated public consultations and liaisons with First Nations communities and the Kettle Creek Conservation Authority. Under contract with the City, GHD continues to provide operation, maintenance, and construction services for one of the largest landfill operations in Canada. GHD I Landfill Engineering Services 1004074(99)1 Page 15 GHD 4.2 Corporate Experience 4.2.1 Corporate Overview GHD is one of the world's leading professional services companies operating in the global markets of transportation, water, energy and resources, environment, and property and buildings. We provide engineering, environmental, and construction services to private and public sector clients. Established in 1928 as a water consulting firm and privately-owned by our people, GHD operates across five continents—Asia,Australia, Europe, North and South America—and the Pacific region. We employ 8,500 people in more than 200 offices, to deliver projects with high standards of safety, quality, and ethics across the entire asset value chain. In everything we do,we look at projects from a total life cycle perspective. Committed to sustainable development, GHD improves the physical, natural, and social environments of the many communities in which we operate. GHD is guided by a Practice Quality Management System, ISO 9001:2015 and an Environmental Management System, ISO 14001:2004 which are 3rd party certified. GHD has a reputation for maintaining open lines of communication and being responsive to the needs of our clients, proven by our high satisfaction ratings and rate of repeat business. GHD is a client focused firm and have a strong purpose and history of providing solid waste services to clients over the course of decades. GHD still works for many of our original clients because GHD firmly stands behind its client commitments. Our aim on every project is to exceed the expectations of our clients and contribute to their success. The following are some of the major factors that we believe clearly set GHD apart from most of our competitors: • Technical Excellence: GHD has world-class expertise in solid waste management. • Responsiveness: GHD is committed to being responsive to our clients' needs. Over 97 percent of replies to our ISO 9001:2015 client feedback questionnaires indicate that our responsiveness is good or excellent. • Single Profit Center: GHD has onlyoneprofit center, which is the company's bottom line. This 9 means that we are able to support individual projects with specialized expertise and/or resource• from multiple locations, resulting in the best people for the project. • ISO 9001:2015 Registration: GHD is one of the few engineering/consulting firms that have attained an ISO 9001:2015 Registration in Consulting, Engineering, and Design Services. GHD I Landfill Engineering Services 1004074(99)I Page 1; mom Currently, 47 of our offices are registered. This provides for consistency of approach, quality, training, and documentation across all GHD offices. • Teamwork Ability: GHD understands how to create and add value to a project while working together with other parties and stakeholders for the ultimate benefit of the client. We work well in this climate and believe in the sharing of best practices and learned experiences. • Reputation as a "Finisher": There are many"starters" in our business, but few"finishers." GHD is a leader of the few and has gained an excellent reputation as a "finisher." We consistently design and implement the solutions that we develop. 4.2.2 Sustainability Statement Across the world GHD operates in diverse and complex communities, and we recognize our corporate social responsibility to strive for a positive impact on the environment with every project. As our reach broadens, our corporate social responsibilities expand. To GHD, sustainability means building a successful business today and delivering value over the long term goals for a sustainable society. In an organizational context this means integrating social, economic and environmental issues into core business processes to achieve environmentally and socially responsible operations. Our responsibilities are preserved in the GHD Health, Safety, Environment, and Sustainability Policies. Our Environmental Stewardship responsibilities are outlined in a standard operating procedure, which declares the responsibilities for all GHD management and staff and the actions and targets undertaken to improve our environmental stewardship in all GHD operations. GHD's Environmental Stewardship Standard Operating Procedure can be provided upon request. Table 4.2 summarizes some of our Adopted Actions for sustainability from the guidelines, which are reported on and analyzed semi-annually by each region. Table 4.2 GHD Sustainability Actions Adopted Actions Description Office Large offices much achieve an above average rating via an Energy Accommodation Performance Rating, and office locations are prioritized to be near public transport options for our employees. All of our buildings housing large offices (greater than 100 employees)should aim to achieve a minimum rating equivalent to a LEED Silver. Energy Use GHD is working towards having 100% of our offices achieve: • High performance fluorescent fixtures with reflective backing and electronic ballasts as the preferred lighting fixture for all offices, • Efficient heating and cooling, via temperature controls for all offices and air conditioning applied only during office hours • Improved server room efficiency by improved heating management, server virtualization and rack consolidation, and utilizing power management features to shut-off servers that are not needed. Waste Reduction Unless hardcopy deliverables are specifically requested, GHD aims to (Deliverables) conduct project business electronically, to minimize the use of paper,toner, and bindings. GHD I Landfill Engineering Services 1004074(99)I Page 17 GHD bowl Table 4.2 GHD Sustainability Actions Adopted Actions Description Waste Reduction GHD's operations are primarily office-based and do not involve significant (In-Office) waste production or resource use. Recycling programs are used and actively encouraged for paper, packaging, food waste, and other office-related materials.Waste generated in the office is separated into General Waste, Bottles/Cans, Paper/Cardboard, and Compostable categories.All e-waste is recycled via an accredited provider. Eco-Conscious FSC Accredited paper is preferred, and where it cannot be obtained the Paper preferred choices are(i)virgin fibre sourced from sustainably managed Eucalyptus hard wood forests, or(ii)carbon neutral producers Commuting Our large offices prioritize the use of public transport for short business travel. Walking and/or use of public transport is visibly promoted and prepaid tickets and/or smart cards are made available at reception for business purposes. Initiatives at our large offices are being established to promote low-carbon private travel for commuting to and from work, and offices can choose to implement a reward system for people who participate. Greenhouse Gas/ GHD is mindful of the greenhouse gas footprint of corporate and project Carbon Reduction related travel, and seeks to minimize unnecessary travel. This is accomplished through telephone, video, and web conferencing capabilities that GHD offers to clients. Socio-economic Through our program GHD in the Community(GITC), we support community Sustainability development and outreach programs and charitable initiatives around the world in the countries we operate, including a flagship program with Engineers Without Borders. In Canada,for example, GITC participates in various MS Bike events and in National Cupcake Day in support of local animal shelters. GHD I Landfill Engineering Services 1004074(99)1 Page 1: Pig GHD `r 5. References The following references have been provided for GHD projects similar in scope to the project. Additional details on these and other projects have also been provided as Project Summaries presented in Appendix B. Environmental Engineering Services, Monitoring and Reporting for the Mid-Huron Landfill Site Board I Holmesville, Ontario 11985 - Ongoing Reference I Mr. Larry McCabe—Secretary Mid-Huron Landfill Board (CAO—Town of Goderich) Affiliation I Mid-Huron Landfill Site Board Address 157 West Street, Town of Goderich T 1519-524-8344 Ext. 209 E I Imccabe@goderich.ca Key Staff I Jim Yardley, Ben Kempel Environmental Monitoring and Reporting for nine (9) Landfill Sites 1 County of Northumberland. Ontario 11999- Ongoing Reference I Mr. Adam McCue—Manager of Waste Technical Support&Communication Affiliation I County of Northumberland Address T 1905-372-3329 ext. 2299 E mccuea©northumberlandcounty.ca Key Staff I Ben Kempel, Allan Molenhuis, Dan Daum Environmental Monitoring and Reporting Services for five (5) Landfill Sites 1 Lambton County, Ontario 12006 - Ongoing Reference I Mr. Glen Millar—Public Works Technician Affiliation I County of Lambton Address T 1519-845-0801 E I glen.millar@county-lambton.on.ca Key Staff I Ben Kempel, Allan Molenhuis, Dan Daum GHD I Landfill Engineering Services 1004074(99)1 Page 19 WWI 6. Comments GHD's Project Team and solid waste team are not only experienced with landfill engineering and monitoring but they are also intimately familiar with applicable waste regulations and policies. Recently, Ontario has taken many actions to promote waste reduction and to foster the expansion of organic waste diversion and processing, such as consistent outreach and education programs for the general public, promoting or increasing incentives to spur growth related to expanded infrastructure, increasing landfill and waste-to-energy tipping fees for organic waste, and supporting the growing market for products derived from organic waste across the province.At GHD,we monitor the pending changes to the waste management policies and where appropriate discuss with our clients. The following are few examples of waste policies that may impact the Municipality in the near future. The Waste-Free Ontario Act is an example of Ontario's commitment to encourage greater recycling innovation while helping to lower costs for recycling and provide consumers access to more recycling options. The Act overhauls the former Waste Diversion Ontario mechanism and replaces it with the Resource Productivity and Recovery Authority, an oversight body with enhanced compliance and enforcement powers that will oversee the new approach and manage existing waste diversion programs until transition is complete. The strategy outlines Ontario's vision for a zero-waste future and suggests a proposed plan to implement the legislation; the plan includes specific elements related to organics. Ontario's Food and Organic Waste Framework is another example, which strives to reduce food and organic waste, recover resources from food and organic waste (e.g. biogas), support resource recovery infrastructure, and promote beneficial use of recovered resources. The Framework is supported by the Food and Organic Waste Action Plan and Food and Organic Waste Policy Framework. The Action Plan contains a number of provincial objectives regarding waste reduction, including a future ban of food and organic waste from landfills. These types of policies could have major implications on the Municipality of Kincardine's operations in the next five years. GHD is on the forefront of these policy changes and is equipped with the knowledge and experience to assist the Municipality during these times. GHD I Landfill Engineering Services 1004074(99)I Page 2' Appendices GHD I Landfill Engineering Services 1004074(99) Appendix A Project Team Curricula Vitae GHD I Landfill Engineering Services 1004074(99) PIM Gregory D. Ferraro GHD Project Director Qualified:Bachelor of Engineering Science—Civil Engineering (B.E.Sc)Diploma of Engineering—Civil Engineering Technology(C.E.T) Connected:Professional Engineer in British Columbia, Manitoba,and Ontario. Member of Ontario Waste Management Association. Former Vice-Chair of Conestoga College Board of Governors Professional Summary:Mr. Ferraro is a licensed Professional Engineer in the provinces of British Columbia, Manitoba and Ontario. Mr. Ferraro has gained over 32 years of experience in solid waste management involving solid waste landfills and solid waste management facilities. A significant portion of Mr. Ferraro's engineering career has been dedicated to the preparation of all aspects of landfill design and operation,waste discharges,regulatory permitting,closure plans,contaminating site life assessments,financial planning and regulatory compliance actions. Mr. Ferraro has intimate working knowledge and experience in the application of the requirements of the Environmental Management Act of British Columbia,the 2016 Landfill Criteria for Municipal Solid Waste,the Waste Discharge Regulation,the Contaminated Sites regulation and the Drinking Water Protection Act. Mr. Ferraro participated in the updating of the 2016 BC Landfill Criteria. Mr. Ferraro has fulfilled the role of Qualified Professional on many waste management and landfill permitting initiatives in BC. In recent years, Mr. Ferraro has provided expert testimony in a number of jurisdictions across Canada in support of solid waste permitting and compliance initiatives. BC Solid Waste Management study at the Nanaimo Landfill to characterize the underlying aquifers and to determine leachate migration Project Manager pathways in order to develop a leachate management Kitimat LNG I Chevron I Kitimat, BC strategy. Greg worked for a number of years in assessing Greg has worked with Chevron on re-purposing a former the landfill performance within its environmental setting pulp and paper mill to support the construction of liquefied leading to landfill infrastructure design upgrades. natural gas(LNG)processing plant and shipping facility. Project Manager Greg has completed solid waste management planning Mission Landfill I District of Mission I and waste discharge applications for the project. Greg has Mission, BC worked to re-permit the pre-existing on-site site landfill for Greg worked with the District of Mission(DOM)to management of construction and demolition waste complete the development of an alternative water generated by the site decommissioning and the LNG management strategy.The strategy involved the use of project. Deliverables for the landfill include: active pretreatment systems, passive wetland and • Hydrogeologic Investigation and Impact Assessment monitored on-site attenuation to achieve compliance for Geotechnical Investigation the site. Greg also managed the preparation of updated • design and operation plan, landfill gas assessments, • Design, Operations and Closure Plan water management plan and financial planning for the • Leachate Treatment landfill. • Stormwater management Greg has provided oversight and senior technical support for the landfill's environmental monitoring program • Environmental reporting assessing the performance of the compliance actions • Waste Discharge Applications(solid waste, implemented at the site. stormwater and leachate) Project Manager Project Manager Tervita Highwest Facility I Tervita Corporation Nanaimo Landfill I Regional District of I Victoria, BC Nanaimo ( Nanaimo, BC Greg has worked with Tervita Corporation on the Tervita Greg worked with the Regional District of Nanaimo(RDN) Highwest Facility. Deliverables for the project include: to complete an assessment of the landfill gas(LFG) • Detail designs for the landfill base,toe drain, collection system and to expand the LFG collection forcemain and leachate pump station system. Greg completed a multi-phase hydrogeologic Page 1 • Gregory D. Ferrar • Leachate Treatment Facility design • "Pottersburg Creek Watershed PCB Remediation", Design and Operations Plans paper presented at 33rd Ontario Industrial Waste • Conference,Toronto,Ontario,June 15-18, 1986 • Landfill Gas Assessments (with A.J. Crutcher). • Annual Operations and Monitoring Reports • "Managing the Collection, Treatment,and Disposal Project Manager of Leachate from Planned and Existing Landfill Comox Valley Waste Management Facilities Sites"paper presented at Hazardous Waste Comox Valley Regional District Management,Toronto, Ontario, June 15, 1990 Vancouver Island, BC (with J.Pawley and A.J.Crutcher). Greg is the project manager and technical lead for the • "Landfill Leachate Collection System Design" environmental monitoring and reporting program for the presentation at Ministry of the Environment Landfill Comox Valley Waste Management Centre, Campbell Design Course, Brampton Training Centre, River Waste Management Centre, Gold River Landfill, Ministry of the Environment,April 1991 (with Landfill,and Zeballos Landfill. Greg has utilized his A.J.Crutcher). knowledge of the landfill criteria and gained from past • "Landfill Leachate Collection System Design" experience to bring each landfill site into reporting presentation at Ministry of the Environment Landfill compliance in the preparations of the annual operations Design Course, Brampton Training Centre, and monitoring reports. Ministry of the Environment,April 1993(with Project Manager A.J.Crutcher). Regional District Of Central Kootenay I Waste • "Landfill Leachate Collection System Design" Management Facilities I Nelson, BC presentation at Ministry of the Environment Landfill Greg was the project manager and technical lead for Design Course, Brampton Training Centre, hydrogeologic impact assessments and preparation of Ministry of the Environment,August 27, 1996. Design and Operation Plans for four of the RDCK landfills. • "Control of Groundwater Impact from Wastewater Greg led the preparation of and commissioning of Treatment Plant Lagoon Leakage",presented at environmental monitoring programs and prepared University of Toronto, Faculty of Applied Science& compliance plans for each of the sites. Engineering Continuing Engineering Education Project Manager Program,Toronto,Ontario,October 17, 1996. City of Chilliwack I Bailey Landfill I Chilliwack, BC Work history Greg has lead hydrogeologic and water balance studies to 1994—present Principal, GHD(formerly facilitate the preparation of groundwater/leachate Conestoga-Rovers&Associates), management plan and assessment site compliance. Waterloo,ON Greg has also directed the detail design of the northern Named PrincipalNice President, 199 expansion cell, landfill gas and flair system and leachate Named Associate, 1991 collection and pumping system. Lead Assessor 1983 Grand River Conservation Authority Pulp and Paper Mill Landfills I Various 1982-1983 Muer Construction Limited Locations, BC 1980-1981 Kilbom Engineering Limited Greg carried out Phase I and II investigations and 1979 Department of Environment, Canada prepared conceptual closure plans and liability Centre for Inland Waters assessments for numerous pulp and paper mill landfill at 1978 Dominion Soils Investigation Limited various locations in BC. 1977 J.G. Goetz Construction Other related areas of interest Published Solid Waste-Related Papers • "Pottersburg Creek Watershed PCB Remediation", paper presented at the Joint Annual Conference, APCA/PCAO, Hamilton, Ontario,April 27-29, 1986 (with A.J. Crutcher). Page 2 James (Jim) Yardley ' Project Manager Qualified (Education): Master of Applied Science(M.A.Sc.)Civil Engineering, 1987; Bachelor of Applied Science (B.A.Sc.)Civil Engineering, 1984 Connected(professional affiliations): Professional Engineers of Ontario(PEO) Professional Summary: Jim possesses skills that give clients confidence that their regulatory and environmental risks are being managed. Jim works effectively with clients to obtain the desired objectives for a project. His work history spans 28 years in consulting engineering and experience areas encompasses all areas of solid waste management, hydrogeological assessment and interrelationships with engineered components,and environmental remediation. Throughout his career Health,Safety,and Environment(HSE)have been key components of all work programs and components. Solid Waste Management staff for the assessment and expansion of the landfill capacity for an additional 25 years. After regulatory Project Manager approval was obtained,detailed designs for the expansion Lambton Landfill Facility I were prepared and constructed,and annual monitoring Clean Harbors Canada ICorruna, Ontario and reporting conducted as the regulatory requirements. Jim with Clean Harbors senior staff in developing the Jim provided regulatory guidance to the Landfill Board landfill operational procedures and cell design aspects for throughout the period, but especially early on where the recently approved hazardous waste landfill vertical regulatory issues related to emergency approvals and environment assessment exemptions were required for expansion. The current work is to develop an overall the project. Public consultation was a key component to a schedule for cell development that reflects current waste successful outcome. acceptance and to transition the existing operating methods(excavated cells)to above grade disposal cells, Project Manager as well as enhancing the existing landfill features such as Kincardine Waste Management Centre I storm water management. Municipality of Kincardine I Ontario' Jim identified that the approved capacity of the landfill was greater than initially understood. Jim worked with Project Manager Municipality staff in developing a work program and French River Environmental Assessment/ managing the technical work to obtain approval of 40 Noelville Landfill Site, Municipality of French years of waste disposal capacity. The waste River, Ontario management centre consists of a new site entrance, Jim works with senior municipal staff of the Municipality of scale, public drop-off/recycling area,a leachate treatment French River regarding the development of the Noelville plant, a modem landfill. The benefits to the municipality is Landfill Site and the Solid Waste Environmental secure and modem waste disposal facilities for the next Assessment that will provide a 40 year waste disposal 40 years. plan for the Municipality. Initially,Jim assessed the landfill Project Manager and determined that approximately 160,000 m3 of Steetley Quarry Landfill Environmental approved waste capacity was available and obtained Assessment I Regional Municipality of the MOE technical approval. This allowed the Municipality a Hamilton-Wentworth I Hamilton, Ontario secure 20 year initial disposal period. As part of the overall waste management system development,the site The Regional Municipality of Hamilton-Wentworth(now has been converted to a modern small landfill with the the City of Hamilton)required independent assessment of development of an administrative/maintenance facility, public landfill proposal. Jim managed the technical team public drop-off,surface water management, and landfill at GHD,as well as provided technical assessment of the disposal cell. landfill design components. As part of the GHD work, testimony at an Environmental Hearing was completed. • The landfill proposal was refused by the Environmental Project Manager Assessment Board panel based on the evidence Mid-Huron Landfill Site I Mid-Huron Landfill Site presented by all parties. Board I Goderich, Ontario Jim worked with and provided project management/ senior engineering to the Landfill Site Board and technical Page 1 James (Jim) Yardle RWig Project Manager Quarry Development Huron County Household Hazardous Waste Project Manager Depot I Huron County I Goderich, Ontario IDolime Quarry I River Valley Developments In Jim provided project management and senior engineering I Guelph, Ontario assistance to Huron County for the design and approval of Jim initially provided environmental due diligence service - a household hazardous waste depot for the County. The to RVD prior to purchase of the quarry. Subsequent to HHW Depot was the first for the County and provides the purchase,Jim was the Project Manager with regard to HHW disposal services for all county residents 6 days a week. THE HHW Depot has been successful in the on-going monitoring and reporting with regard to ARA an. removal of significant HHW from the municipal waste PTTW matters and was assessing various development stream. scenarios with regard to transition of the property from a quarry to a residential development that incorporates a Project Manager quarry pond. Currently,Jim is advising RVD on the Landfill Three Waste Transfer Station I Landfill property use transition and to incorporate a variable Three Committee I Goderich, Ontario quarry pond level due to proposed increased groundwate Jim provided Project Manager services to the Committee extraction by the City and potential implications and with regard to the assessment and development of a management methods. This work includes the use of a municipal waste transfer station when the local landfill large FEFLOW groundwater model. Jim ensures that the closes in two years. Project is ongoing. civil and geologic/hydrogeologic aspects of the project ar: consistent with the RVD vision. Project Manager Site Investigations/ Environmental Glen Christie Quarry I Glen Christie Company Remediation Ltd I Guelph, Ontario Project Manager Jim is providing technical assistance to the Company with Sewer Use By-Law Review and Update I City of regard to regulatory and technical requirements related to Hamilton I Hamilton, Ontario the recommencement of quarry operations at the Glen Jim provided technical and policy advice to the City during Christie Quarry. The initial project technical assessments are being conducted at this time. a phased review and updating of the sewer use bylaw. The review assessed the ability of the wastewater Other related areas of interest treatment plant to treat specific chemicals, project Recognized (Certifications/Trainings) discharge rates,and develop acceptable and reasonable industrial discharge rates. At the end of each phase, • OSHA 40-hour Hazardous Waste Worker,Refresher, public meetings were held to provide the updated 2015 discharge rates. The outcome was an advanced sewer Published Books use bylaw that reflects the needs of the City. • The Litigator's Guide to Expert Witnesses, M. Freima Project Manager &M. Beroublut,Canada Law Book, 1997. Chapter Shops at Waterloo Town Square I Primus Real titled"Environmental Testing and Assessment(with A. Estate Management I Waterloo, Ontario I Crutcher) Jim has provided varies owners environmental Papers Presented and Published in Conference assessment services, remediation plan development, Proceedings groundwater system injection services,and annual • "Leachate Management at Landfill Sites"Proceedings monitoring. The project site is in a downtown area with a of Landfill Design for Long Term Performance, complex geology over a drinking water aquifer. The issue University of Toronto, February 8, 1995(with G. relates to residual VOC impacts beneath existing and Ferraro) proposed commercial buildings. Jim has been successful in ensuring continued development of the Site,while in • "Implementing Leachate Management into situ remediation occurs. Abandoned, Existing,and Future Facilities", Course Project Manager Notes—Technical University of Nova Scotia Landfill Canadian Airport Fuel System Audit I McCarthy Course, February 1991 (with F.A. Rovers) Tetrault I Toronto, Ontario I • "Monitoring Landfill Gas Emissions", Course Notes— Jim provide environmental services to the law firm in the Technical University of Nova Scotia Landfill Course, assessment of 7 Canadian airport fuel systems with February 1991 (with F.A. Rovers) respect to the CSA draft regulations. The work related to • "Leachate Reduction and Containment Methods", both the assessment of the system, as well as providing Course Notes—Technical University of Nova Scotia supporting technical information regarding the refinement Landfill Course, February 1991 (with F.A. Rovers) of the draft standard. Page 2 New James (Jim) Yardley GHD • • "Implications of Changing Refuse Quantities and Characteristics on Future Landfill Design and Operation", Proceedings of Municipal Solid Waste Management: Making Decisions in the Face of Uncertainty', University of Waterloo Press,April 1990 (with A. Crutcher) • "Landfill Closure and After Use Planning"presented at Infotech Conference on Landfill Optimization, Toronto, June 14, 1989(with A.Crutcher) Work history 1986—present Associate, GHD(formerly Conestoga- Rovers&Associates),Waterloo, ON Named Associate,2001 Page 3 PII, Ben Kempel GHD Senior Hydrogeologist `III Qualified (Education): Bachelor of Environmental Studies, Environmental Engineering Applications Diploma Professional Summary: Ben has extensive experience in the field of hydrogeology with particular expertise in the design and implementation of hydrogeologic investigations at landfills and contaminated sites.The focus of Ben's career has been management of projects involving the collection and interpretation of hydrogeologic data. Ben's strength is in the implementation of creative solutions for solving hydrogeologic problems. Hydrogeology application to expand the site. Developed the long-term groundwater monitoring program for the site. Key member Project Manager of design team for a temporary groundwater diversion Erb Street Landfill I Region of Waterloo I system necessary for de-watering an area with high water Waterloo, ON table during cell construction. Key in the development and rationalization of the current Project Hydrogeologist annual monitoring program including preparation of Noelville Landfill Site I Municipality of French detailed progress reports for the site groundwater, River I Noelville, ON leachate and surface water monitoring programs. Designed and implemented a comprehensive Trigger Completed a detailed hydrogeologic investigation in Level Program for the site.Oversaw the design, support of application to expand the Municipality's landfill. installation,testing and optimization of a multiple well The results of the investigation and recommendations groundwater extraction network in the Municipal aquifer made supported the successful application to expand the underlying the site. Undertook a focused hydrogeologic site. investigation and saw through the implementation of a Project Manager shallow groundwater remediation system. CKD Landfill Site I Lafarge Canada Inc. I Project Manager Woodstock, ON Northumberland County Landfills I Managed the long-term environmental monitoring Northumberland County I Cobourg, ON program for the CKD landfill. Undertook several Managed the implementation of long-term environmental investigations to define the extents of impact and develop monitoring programs for the County's nine landfill sites. appropriate contingency plans. Developed a progressive Other achievements include:restoring landfill site closure plan designed to achieve closure over several compliance through contaminant attenuation zone years to lessen the financial burden of closure activities. registration, development of comprehensive trigger level Designed a new water supply well system for the office and contingency plans for several sites, undertaking building located on site. geochemical assessments to rule out landfill as a source Project Manager of groundwater impacts. Prepared design and closure Embro Quarry I Lafarge Canada Inc. I plans for one of the County's major landfills. Woodstock, ON Project Manager Developed a long-term groundwater hydraulic monitoring County of Lambton Landfills I County of program for an existing quarry with no previous monitoring Lambton I Wyoming, ON undertaken. Completed a detailed hydrogeologic Managed the long-term environmental monitoring evaluation of the site to determine the effects of long-term programs for five of the County's landfills.Assisted in de-watering, including a cumulative effects study which negotiating contaminant attenuation zone on adjacent involved participation from several competing water users properties.Assisted in achieving formal closure of the in the area (other quarries,municipal water supply). County's largest active landfill.Rationalized monitoring Successfully obtained a long-term Permit to Take Water programs to ensure only necessary monitoring completed, for quarry de-watering operations. resulting in cost savings for the client. Project Coordinator Project Hydrogeologist TRW- Midland I TRW I Midland, ON Kincardine Waste Management Center I Coordinated the long-term groundwater monitoring and Municipality of Kincardine I Kincardine, ON remediation program at an auto parts manufacturing Completed a detailed hydrogeologic investigation in facility located adjacent to Midland Bay. Undertook support of application to expand the Municipality's Waste groundwater a capture study and extraction system Management Center.The results of the investigation and optimization.Completed an evaluation of the natural recommendations made supported the successful attenuation capacity of the underlying soils. Page 1 PIM xBen Kemp- C. Ina Project Coordinator determine the source of unknown precipitate formation Former Foseco Facility I Fosecol Guelph, ON within surface water channel. Detailed profiling of stream and shallow groundwater chemistry completed in support Oversaw the upgrading,optimization and long-term monitoring and maintenance of a shallow bedrock of the study.The results of the evaluation were used to groundwater extraction and treatment system. direct the design of a control and treatment strategy. Project Coordinator Project Hydrogeologist TRW-Stoney Creek I TRW I Stoney Creek, ON Shirley Road Landfill I Department of Defense Oversaw the long-term monitoring and hydraulic Gagetown, NB performance evaluation of a groundwater extraction and Completed a detailed review of groundwater and surface treatment system. water quality to determine the effects of an existing landfil on the surrounding environment. Completed an inspectio Project Hydrogeologist of the existing capping system and developed a strategy Orgaworid, Ottawa I Orgaworld I Ottawa, ON for improving the performance of the existing system. Developed a comprehensive groundwater trigger level program designed to provide advance warning of the off-site discharge of site-related groundwater Other related areas of interest contaminants. Designed and oversaw the installation of a Recognized (Certifications/Trainings) source removal groundwater remediation system and • Canadian Geomorphology Research Group, developed the long-term strategy for performanceP gy monitoring. 1997-1998 Project Hydrogeologist • OSHA 40-hour Hazardous Waste Worker, 1997 Nanaimo Landfill I City of Nanaimo I Nanaimo, • OSHA 8-hour Hazardous Waste Refresher, BC 1998-2015 Completed detailed hydrogeologic evaluation including • H2S Alive-2014 extensive site characterization activities and evaluated • Ground Disturbance Supervisor Training-2012 long-term environmental monitoring data for the site. Project Hydrogeologist Awards Confidential I Confidential I Maple Ridge, BC • Chevron Certificate of Recognition-presented in Detailed evaluation of historical geochemical and recognition of achieving Operational Excellence hydraulic monitoring data and site characterization reports (2013). for a private construction and demolition waste landfill. Provided litigation support for property owner in support of action against landfilling entity regarding improper Work history operation and monitoring of site during its active phase. June 1997- GHD(formerly Conestoga-Rovers& Project Hydrogeologist present Associates),Waterloo,ON KLNG Landfill I Kitimat LNG I Kitimat, BC Detailed hydrogeologic and geochemical evaluations of both closed and operating landfills at the former Eurocan Pulp and Paper Mill. Hydrogeologic evaluation of operating landfill undertaken in support of application to update the landfill design and filling plan. Provided extensive hydrogeologic support for design of a continuous subgrade barrier wall system. Project Hydrogeologist Lethbridge Landfills I Town of Lethbridge I Lethbridge,AB Hydrogeologic evaluation and long-term environmental monitoring of three landfill sites. Preparation and review of annual performance monitoring reports. Project Hydrogeologist TIFT Landfill I Glen Springs Holdings I East Point, GA Designed and undertook a detailed evaluation of groundwater and surface water flow and chemistry to Page 2 PIM Allan Molenhuis GHD Hydrogeologist WWI Qualified(Education): Honors Science, Earth Science Minor, University of Waterloo,2005, Environmental Engineering, Conestoga College,2006 Professional Summary: Allan has an extensive depth of hands-on experience in the field and technical expertise in hydrogeologic investigations and data interpretation. Mr. Molenhuis has acted as project coordination and/or hydrogeologist for the past 10 years for many projects and has developed excellent skills in the development, implementation,and evaluation of environmental monitoring programs for landfills and contaminated sites with complex hydrogeologic conditions. Landfill Hydrogeology Noelville Landfill Site Project Coordinator/Project Hydrogeologist Municipality of French River Noelville, ON Erb Street Landfill I Region of Waterloo I Coordinated the long-term monitoring of the Municipality's Waterloo, ON landfill.Assisted in the completion of a detailed hydrogeologic investigation(including the field Key in the preparation of detailed progress reports for the investigation)in support of application to expand the site groundwater, leachate,and surface water monitoring Municipality's landfill.The results of the investigation and programs. Designed and implemented a comprehensive recommendations made supported the successful Trigger Level Program for the site.Oversaw the design, application to expand the site. installation,testing and optimization of a multiple well groundwater extraction network in the Municipal aquifer Project Hydrogeologist underlying the site. Undertook a focused hydrogeologic Lambton County Landfill I Lambton County investigations as well as extraction system review and Lambton, ON assessments(including the coordination and completion Have been the author of numerous annual and biannual of step-draw down testing and constant rate pumping reports for five of the County's landfill sites. Recently tests). completed fate and transport modeling for contaminant Project Coordinator migration at the Moore Landfill Site. Northumberland County Landfills I Contaminated Site Hydrogeology Northumberland County I Cobourg, ON Project Hydrogeologist Coordinated the implementation of the long-term TRW- Midland I TRW I Midland, ON environmental monitoring programs for the County's Prepared annual monitoring reports including the nine landfill sites.Tasks have included routine monitoring and annual reporting as well as restoring landfill site assessment and the effectiveness of the existing compliance through contaminant attenuation zone groundwater remediation system for an auto parts registration,development of comprehensive trigger level manufacturing facility. Have also completed an evaluation and contingency plans for several sites,and undertaking of thenatural attenuation capacity of the site to determine detailed geochemical assessments to identify the need for ongoing, active,remediation. groundwater and surface water impact source(s). Project Hydrogeologist Project Coordinator(Monitoring & Orgaworld, Ottawa I Orgaworld I Ottawa, ON Reporting)/Project Hydrogeologist Developed a comprehensive groundwater trigger level Kincardine Waste Management Center I program designed to provide advance warning of the Municipality of Kincardine I Kincardine, ON off-site discharge of site-related groundwater contaminants.Assisted in the designed and installation of Developed and coordinated the implementation of the long-term environmental monitoring programs for the a source removal groundwater remediation system and Municipalities three landfills including the regular developed the long-term strategy for performance monitoring and annual reporting. Have also completed a monitoring. detailed hydrogeologic investigation, including the field Project Hydrogeologist investigation component, in support of a successful KLNG Landfill I Kitimat LNG I Kitimat, BC application to expand the Municipality's Waste Have assisted in the detailed hydrogeologic and Management Center. geochemical evaluations for the closed landfill at a former Project Coordinator(Monitoring and pulp and paper mill.Completed key water balance Reporting)/Project Hydrogeologist equations for portions of a hydrogeologic evaluation. Page 1 ^ Allan Molenhui 1 Provided hydrogeologic support for design of a continuous Project Hydrogeologist/Coordinator subgrade barrier wall system. Compliance Monitoring and PTTW I Project Coordinator/Hydrogeologist Guelph Lakes Golf& Country Club I Guelph, 0 139 Morris St. I Morris St. Holdings I Responsible for coordinating and completing the field Guelph, ON component of a compliance monitoring program as Responsible for the completion of a Phase Two ESA at a required by the golf courses PTTW for watering the former manufacturing facility in Guelph, Ontario.Assisted greens.The monitoring program includes groundwater in the development and coordinated/oversaw the detailed and surface water level monitoring,data logging, and flow field investigation in accordance with O. Reg. 511/09 rate monitoring. standard for the filing of a Record of Site Condition. Was the primary author for a detailed hydrogeologic stud Prepared the Phase Two report including a conceptual completed to show potential influence of water taking on site model to support the development of a site-specific Guelph Lake. risk assessment. Project Hydrogeologist/Field Technician Other related areas of interest Gates-Strathroy I The Gates Corporation Strathroy, ON I Ongoing Recognized(Certifications/Trainings) Have provided field sampling, coordination, and • OSHA 40-hour Hazardous Waste Worker,2006 investigation oversight for a property impacted with • OSHA 8-hour Hazardous Waste Refresher, chlorinated solvents and petroleum hydrocarbons in the 2007-2015 soil and groundwater. Oversaw and directed the installation of a permeable reactive barrier wall across the downgradient property boundary.The work to date has Work history been used to assist the client in the application for a Record of Site Condition for the property. 2007-present GHD(formerly Conestoga-Rovers& Associates),Waterloo, ON Permit To Take Water (PTTW) Support 2006-2007 CH2M Hill,Waterloo, ON Project Hydrogeologist/Field Technician Compliance Monitoring and PTTW Renewals Erin and Guelph, ON Responsible for the long-term field component of a compliance monitoring program and annual reporting as required by PTTWs for commercial(bottled water sector). Responsible for all aspects of the field monitoring program (water level monitoring,data logging, surface water flow and surface water temperature data,and water quality sampling). Assisted in short(3-day)and long (40-day)pumping test programs at rates up to 2,500 Lpm. Assisted in data management and evaluation of the influence of pumping on two bedrock units, unconfined overburden, stream flow and stream temperature. Project Hydrogeologist/Field Technician Compliance Monitoring and PTTW I Dolime Quarry I Guelph, ON Responsible for the field component of a compliance monitoring program as required by PTTW for dewatering the quarry. Responsible for water level monitoring,data logging, and flow rate monitoring. Allan was also responsible for managing the water level and logger data collected over the past 10 years and provided some evaluation of the influence of pumping on the local bedrock aquifer. Page 2 Dan Turner 0 , Landfill Engineer iii Qualified: B.Sc.Eng.,Civil Engineering,2010 Connected: Registered Professional Engineer:Ontario Professional Summary: Dan is a civil engineer with experience in solid waste management;including landfill design, construction, and management,as well as leachate treatment feasibility and design. Dan has coordinated and overseen the completion of many environmental investigation programs,remedial excavations and large-scale landfill cell construction projects. Dan has also managed the multi-disciplinary detailed design of multiple leachate treatment facilities and wastewater management systems including overseeing the construction and commissioning of leachate treatment facilities designed to discharge treated landfill leachate on site.As a result, Dan has developed a skill set that mixes civil engineering design principles with an understanding of mechanical and chemical processes to deliver complete solutions to clients with complex projects. construction and operation. Prepared a Waste Solid Waste Management Management Plan Report to provide direction for the Project Engineer storage,transportation and disposal locations for each Waste Management Facility Site Entrance identified waste stream. Design I Ontario 12018 Project Engineer Completed the civil engineering design of the site Waste Management Centre I Municipality of entrance for a waste management facility in Ontario Kincardine I Kincardine, Ontario I 2012-2018 required to process 200 trucks per day. Responsible for The Kincardine Waste Management Centre includes a civil design of area to suit infrastructure required for landfill, public drop off, and leachate treatment facility. inbound and outbound weigh scales and radiation Project activities have included construction inspection, monitoring portals,waste unloading platforms,vehicle permitting,detailed design, and annual reporting.Also monitoring and decontamination facilities and personnel responsible for ongoing operational assistance related to decontamination facilities. Designed site grading, lined the landfill and leachate treatment facility. stormwater collection and conveyance systems designed Acted as resident construction inspector for the for 100-year, 3-hour intensity storms, greywater construction of a new landfill cell. Provided oversight and management and conveyance systems,a combined managed Construction Quality Assurance program for the stormwater and greywater sewer, utility routing,and traffic construction of the 8,000 cubic metre compacted clay flow. liner,leachate collection system and leachate holding Project Engineer tank,landfill access road and perimeter ditching, and a Leachate Management Plans I British groundwater interceptor. Responsible for inspection of Columbia 12017 materials and finished work,ensuring CQA testing requirements were met,and coordinating with project Prepared multiple Leachate Management Plans(LMPs) manager and contractor personnel. for landfill sites in British Columbia.The LMPs include Completed application for amendment to the site ECA for evaluation of leachate quality,developing leachate er ttin ofthe leachate treatment facility including generation models using HELP modeling output, permitting forecasting future leachate quality,and developing and development of effluent objectives and monitoring evaluating leachate treatment/disposal options. LMPs requirements. were prepared in accordance with BC MOE Landfill Assisted with annual reporting requirements for the site Criteria for Municipal Solid Waste guideline to be included including groundwater monitoring, surface water in the Design,Operations,and Closure Plans(DCOPs). monitoring, and leachate treatment facility effluent Project Engineer monitoring. Waste Management Plan I British Columbia I Prepared a Stormwater Management Contingency and 2014-2015 Remedial Action Plan to detail the spill response Responsible for the development of a Waste Management procedure at the site. Plan to assist with pipeline construction and operation activities in British Columbia.Developed waste generation estimation for construction and testing of the pipeline, work camp construction and operation and laydown area Page 1 017 Dan Turn Project Engineer matrix and conducted multiple workshops with Region Landfill Decommissioning and Cell personnel to identify the preferred alternative. Construction I Cayuga, Ontario I 2012-2018 Prepared application for amendment to the site ECA for Resident construction inspector for the decommissioning modifications to landfill base design features including of a landfill area utilized from 1959 to 1977 and design drawings and technical reporting requirements. construction of the Stage 2 engineered landfill cell Prepared Operation and Maintenance Manuals for site including a tie-in to the existing Stage 1 cell. Provided groundwater extraction system components. oversight and completed confirmatory sampling for all decommissioning activities including the excavation and Completed an investigation into flow meter accuracy on-site relocation of approximately 60,000 cubic metres of concerns for two groundwater extraction buildings solid, non-hazardous waste,the segregation of buried operating to collect impacted groundwater at the site drums and potentially hazardous waste for waste boundary. Completed a desktop evaluation,developed characterization sampling,and off-site disposal of and implemented a field investigation procedure to 50 metric tons of solid hazardous waste and 28,000 litres compare recorded flow rates to flow rates measured of liquid hazardous waste. Provided oversight and through an orifice weir and developed a written managed Construction Quality Assurance program for the investigation report detailing the findings and construction of the compacted clay liner, installation of the recommendations to improve flow meter accuracy. HDPE liner, and construction of the drainage layer for the Leachate Treatment Stage 2 cell and for the Stage 3 cell. Responsible for coordinating and communicating with project manager, Project Engineer contractor, CQA personnel,landfill operations personnel Leachate Abatement Plan I Ontario 2011 and Ministry of Environment officials. Assisted with the development of a leachate abatement plan in response to an MOE order at a landfill in Ontario. Completed ECA Amendment Applications and provided support with MOECC discussions related to the use of an Operated a Mobile Treatment Unit(MTU)consisting of a on-site leachate treatment facility with discharge to a phase-separator, bag filter, liquid-phase carbon unit and roadside ditch. activated alumina unit as a pilot test for the leachate abatement plan. Prepared a report documenting the Project Engineer results of the MTU pilot test and provided McDougall Landfill I Municipality of McDougall, recommendations for full-scale treatment. Ontario I 2013—2016 Project Engineer Completed permitting amendments for the Municipality of Leachate Treatment Facility I Municipality of McDougall to request modifications to the landfill Kincardine I Kincardine, Ontario I 2012-2017 monitoring program based on historical sampling data and Assisted with the development of a leachate management modify compliance sampling program for the on-site plan for a waste management centre in Kincardine, leachate treatment facility. Prepared applications to Ontario. Evaluated the fiscal and technical feasibility of amend the site ECA including technical justification for leachate management alternatives including trucking, requested modifications. construction of a pipeline and construction of an on-site Project Engineer treatment facility to assist the Municipality with the Waterloo Landfill I Waterloo, Ontario I identification of the preferred leachate management 2015-2018 alternative. Evaluation was completed through the Acted as project engineer for the Waterloo Landfill calculation of leachate generation rates,development of including design activities for site infrastructure conceptual designs, and completion of a 35-year net improvements,permitting for landfill base design features, present value calculation. Developed forecasted leachate generation rates and leachate quality for use in process and development of operation and maintenance manuals. modeling of the preferred leachate treatment technology. Developed a Preliminary Forcemain Design to convey Acted as design project manager for the detailed design leachate to the city wastewater treatment plant in of an on-site leachate treatment facility at the waste Waterloo, Ontario.Completed pump and pipe sizing management centre. Developed a conceptual design for calculations for multiple operating scenarios and prepared an anoxic/oxic process to treat the site leachate and preliminary plan and profile drawings for the forcemain discharge to the site stormwater pond. Coordinated the layout. multidisciplinary design team and communicated the Developed a Conceptual Design for a Long-Term Access design progress with the client and MOE. Developed a list Road to provide access to the active landfill area for the of effluent objectives and limits for the facility and foreseeable future of the landfill site life. Included communicated with the MOE district office to agree on an evaluation of seven alignment options based on road approved set of criteria for the facility. Prepared ECA grade, constructability, impact to landfill infrastructure, application for the leachate treatment facility and material requirements and cost. Prepared evaluation responses to comments from MOE approvals branch. Page 2 Dan Turner rt Completed construction inspection and contract The site was successfully removed from the impacted administration for the construction of the leachate sites list. treatment facility.Completed facility commissioning with Project Coordinator activated sludge and assisted with operation until the Utility Operations Centre Remediation � facility met the required effluent limits. Waterloo, Ontario 2011 -2012 Project Engineer Responsible for the completion of a Phase One Leachate Treatment Facility I British Columbia Environmental Site Assessment(ESA)and Phase Two 1 2014-2017 ESA completed to Ontario Regulation (0. Reg.)511/09 Responsible for the ongoing development of a design for ESA field s.Coodinatied estand omate letand grthe oundwater Twoin a leachate treatment facility to treat leachate from combined domestic and pulp and paper mill waste in areas of potential environmental concern. Coordinated British Columbia. Developed detailed forecasted leachate and completed additional field activities to delineate both the generation rates over the course of the proposed landfill ver ical and groundwater. exte tProvidof impacts i n identified sinht and development. Developed detailed forecasted leachate quality for both domestic waste landfill cells and pulp and completed plleted confirmatory and saoff-mpling efor mremedial activities paper waste landfill cells to determine the forecasted approximately excavation atio metres disposal leachate treatment facility influent quality. Supported arox2,500 cubic soils and 850 cubic metres of processof ystnd lthe cesesbiological nutrexpo ts removal PAH-impacted soils; and dewatering and off-site disposal system and polishing processes. Responsible for civil p design of the leachate influent pump station and effluent of 450,000 litres of hydrocarbon-impacted groundwater. infiltration gallery to the current level of design.Acted as Project Engineer design project manager for the multi-disciplinary design of Morris Street ESA I Guelph, Ontario I the leachate treatment facility to the current level of 2013-2015 design. Prepared the leachate treatment facility Design Responsible for the completion of a Phase One ESA at a schedule estimates. s.Brief and assistedwiththe development of Class 3 cost former textile manufacturing facility in Guelph, Ontario. andConducted a.site visit, reviewed historical records and Project Engineer completed the Phase One ESA report to the Leachate Pump Station and Aeration Lagoon I O. Reg. 511/09 standard for the filing of a Record of Site British Columbia 1 2016-2017 Condition. Prepared the Conceptual Site Model (CSM)to Responsible for the ongoing development of a design to support the development of a site-specific Risk capture and treat runoff from an industrial site remediationsse essment othe (RRAA)and CSMand ponded to comments from the and landfill leachate. Developed process modeling for upgrades to an existing aeration lagoon to manage the Project Coordinator various wastewater streams. Conducted site Gross Capital Phase I ESA I Gross Capital investigations to determine required intercept points for Stratford, Ontario 12014 site runoff and sewer systems. Responsible for Responsible for a I management of multi-disciplinary design team to design Respons ble parts completing manufacturer Phase ratf ESA,at antario. multiple pump station retrofits,surface water ditches,and automotiConducted a site visit, interviews, historical records review upgrades to an existing aeration lagoon. and prepared the Phase I ESA report to the CSA Completed contract administration and construction Standard. support for the execution of the works. Project Engineer Environmental Due Diligence Phase I ESAs I Ontario 12011 Project Manager Assisted with the development of several Phase I ESAs at Former Shingle Manufacturing Facility I automobile parts manufacturing facilities across Ontario Winnipeg, Manitoba 12016 as part of an environmental due diligence program. Completed the remediation of a gravel parking area Project Engineer impacted by coal tar at a former roofing shingle Litigation Support I Toronto, Ontario manufacturing facility. Coordinated and completed the Completed a review of historical documentation and excavation of over 1,100 tonnes of impacted soil, sample results regarding the environmental status of two including an identified source material,for off-site properties to develop a summary of the geology and disposal.Completed confirmatory sampling and prepared sussn rfeace onmenmpaummarycts. stedasitgat with ton she devel pment a closure report for submission to Manitoba Conservation. of Page 3 Dan Turn Project Engineer Train Derailments I Ontario Assisted with emergency environmental first response activities at multiple train derailments in Ontario. Responsible for completion of field activities at a train derailment and jet fuel spill in Ontario. Collected daily water levels and product measurements at over 100 wells, coordinated and collected groundwater samples, mobile treatment unit samples and excavation confirmatory samples. Responsible for personnel and community air monitoring at a train derailment and crude oil spill in northern Ontario. Provided real time air monitoring for emergency response personnel, construction crews and site perimeter air monitoring. Provided real time air monitoring for nearby communities. Work history August 2010— GHD(formerly Conestoga-Rovers& present Associates),Waterloo, ON Page 4 W, David Barton , GHD Peer Reviewer WEI Qualified: M.Eng.,Civil Engineering, 1996; B.Eng.,Civil Engineering, 1992; Diploma in Eng., 1989 Connected:Registered Professional Engineer:Alberta, British Columbia, Florida, Manitoba, New Brunswick, Nova Scotia,Ontario Professional Summary:David has over 20 years of design,construction, project coordination,and project management experience in the solid waste management(SWM)industry at over50 SWM facilitimizatios hro mod fcallor h th of America,including permit and environmental compliance approval(ECA)applications, P existing and proposed landfill sites,tender administration,contract administration,construction inspection,and construction oversight.Projects have included vertical and lateral expansions of landfills,the design of liner systems, leachate collection systems(LCS),leachate extraction systems(LES),leachate transmission systems(LTS),landfill gas (LFG)management and final cover systems,LFG purification/treatment systems,stormwater management systems,and various other works associated with SWM operations. Solid Waste Management Facility Design Design Project ManagerManufacturing Complex I Confidential I Lake Sr.Technical Support Charles, LA I 2015- Present Lambton Landfill Facility I Clean Harbors Design Project Manager for the Conceptual Design of up 2016- I Presentna, ON 2002-2003, 2011, to 11.2 ha[27.6 acres]of Corrective Action Management 2016- Unit(CAMU)alternatives associated with a Corrective Sr.Technical Support for site operations and Measures Study(CMS)of remediation alternatives for development, including site optimization plans,site interim status Resource Conservation and Recovery Act development plans, environmental assessment support, (RCRA)Units,Solid Waste Management Units(SMWUs), stormwater management,cell design,and final cover and Areas of Concern(ADCs). design using the Hydraulic Evaluation of Landfill • Design components:subgrade,single composite liner Performance(HELP)Model. system(1.5-mm[60-mil]HDPE,compacted clay), Design Project Manager LCS(geocomposite),final cover system(1.5-mm Brady Road Landfill I City of Winnipeg I [60-mil] HDPE, geocomposite drainage layer,final Winnipeg, MBI 2015-Present cover material) Design Project Manager for the detailed designs of 1.7-ha Design Project Manager [4.4-acre]and 8.1-ha[20-acre]lateral expansions, as well Medicine Hat Landfill I City of Medicine Hat I as the conceptual designs for a 64.1-ha[158.3-acre]and Medicine Hat,AB 12015-Present a 291.9-ha[721.3-acre]on-Site landfill development,and Design Project Manager for the development of a 6.3-ha a 21.7-ha[53.6-acre]in-fill/lateral expansion. [15.6-acre]Interim Fill Plan and a 27.4-ha[67.7-acre]Site • Design components:subgrade,single composite liner Development Plan that covers 19.5 ha[48.2 acres]of system (1.5-mm[60-mil] HDPE, 150-mm compacted natural attenuation area and 7.9 ha [19.5 acres]of green clay), LCS(granular drainage blanket) space designated for lined cell development. • Project Support:Tender/construction drawings and Design Project Manager specifications Stoney Creek Landfill I Terrapure Environmental I Stoney Creek, ON I Design Project Manager 2015-Present Kitchener Landfill I Regional Municipality of Waterloo I Kitchener, ON 12015 - Present Design Project Manager for the development of a 0.6-ha Design Project Manager for the detailed design of a [1.5-acre]lateral expansion,including preparation of Landfill Cap Restoration&Landscape Enhancement associated construction drawings and specifications. project at the former Kitchener Landfill as a supplemental • Design components:subgrade,secondary landfill cap over an existing public park area with the compacted clay liner(1,000 mm), hydraulic tra p, intended future use as a concert venue. single composite liner system(2.0 mm[80 mHDPE, 1,000 mm compacted clay), LCS(gra • Design components:subgrade, compacted clay cap, drainage blanket) final cover material • Project Support:Tender/construction drawings and specifications Page 1 David Bart �f� Senior Technical Support/Design Engineer geosynthetic clay; primary:2.0-mm[80-mil]HDPE), Upland Landfill Waste Discharge Application I LCS(primary and secondary geocomposite) Upland Excavating Ltd. I Campbell River, BC I Project Engineer 2015- Present Asbestos Disposal Area Operations Plan I Sr.Technical and design support for the Upland Landfill HAZCO Environmental Services I Kemptown, Conceptual Design and development of the Design, NS 12011 Operation, and Closure Plan for a Waste Discharge Prepared an Asbestos Disposal Area Site Development Application for an Operational Certificate from the BC Plan that included 40 phases,each comprising Ministry of Environment. 17 disposal cells.The Site Development Plan took into • Design components:subgrade, single composite liner consideration Site access,operational requirements system(1.5-mm[60-mil]HDPE, GCL), LCS (granular (equipment corridors), hydrogeology,stormwater, drainage blanket) intermediate and final cover requirements, and included Design Project Manager the design of base of excavation,top of waste, and final Regional Landfill I Regional Municipality of cover contours. Wood Buffalo I Fort McMurray, AB I Design Engineer 2015-Present Bailey Sanitary Landfill I City of Chilliwack Design Project Manager for a 6.9-ha[17-acre]cell design. Chilliwack, BC 2009-2014 • Design components:subgrade,single composite liner Lateral expansion design. system(1.5-mm[60-mil] HDPE, compacted clay), • Design components:subgrade, single composite liner LCS(geocomposite),surface water management system(1.5-mm[60-mil] HDPE, compacted clay), system LCS(granular drainage blanket) • Project Support:Tender/construction drawings and • Project Support:construction drawings and specifications specifications Senior Technical Support Project Engineer/Design Lead Northern Rockies Regional Landfill I Northern Port Hope Project I Public Works and Rockies Regional Municipality I Fort Nelson, Government Canada I Port Hope, ON BC I 2011 - 2013 2009-2012 Sr.Technical support for the Cell 4 design at the Northern Project Engineer/Design Lead for the detailed design of Rockies Regional Landfill. the Long Term Waste Management Facility(LTWMF) • Project Support: Review of Tender/construction Containment System. drawings and specifications • Design components:subgrade, double composite Design Project Manager liner system(2.0-mm[80-mil] HDPE,compacted SKB Lansing Landfill SKB Environmental clay), LCS (granular drainage blanket), and final cover system(1.5-mm[60-mil] HDPE, GCL,and Mower County, MN 12011 various barrier materials) Design Project Manager for a lateral expansion/piggyback • Project Support:preparation of Tender documents against two existing unlined Construction and Demolition and drawings (C&D)debris cells to permit modification of site from a Type 1 landfill to a Type III landfill accepting industrial Project Manager/Engineer on Record waste. Azilda (Rayside-Balfour) Landfill Site I City of • Design components:subgrade,single composite liner Greater Sudbury Sudbury, ON 2008- Present system(1.5-mm[60-mil] HDPE,compacted Project Manager and Engineer on Record for completion clay/geosynthetic clay liner), LCS(geocomposite), of a Site Assessment Report,a Report on No-Significant final cover system (1.0-mm[40-mil]textured HDPE, Gas to comply with Ontario Regulation 216/08 and geocomposite drainage layer,final cover material) 217/08, application and approval of a Certificate of Design Project Manager/Technical Support Approval (Municipal and Private Sewage Works)for a stormwater management system, Review of Waste SKB Rosemount Industrial Waste Facility I SKB Diversion Areas, Regulatory Compliance Review, Design Environmental I Mower County, MN I 2011 and Operations Plan updates,Contractor Operations Design Project Manager for a 3.0-ha(7.5-acre)lateral Plan. expansion. • Project Support:tender and contract preparation, • Design components:subgrade, double composite contract administration and construction support for liner system(secondary: 1.5-mm [60-mil] HDPE, Perimeter Road Construction and Surface Water Control Page 2 David Barton (f.: Project Highlights: Report on No-Significant LFG • Project Highlights:optimized available air space • successfully showed a LFG collection and control to through redesign of base grades,liner system, LCS, be unnecessary and final cover system Project Manager/Engineer on Record Designer Hanmer(Valley-East) Landfill Site I City of Highway 411 Westside Site No. 2 MSW Landfill Santek Environmental Inc. I Murray County, Greater Sudbury I Sudbury, ON I 2008-Present GA I 2005 -2006 Project Manager and Engineer on Record for completion of a Site Assessment Report,a Report on No Significant Designer for a 40.5-ha (100-acre)lateral expansion. Gas to comply with Ontario Regulation 216/08 and • Design components:subgrade,single composite liner 217/08, application and approval of a Certificate of system(1.5 mm[60 mil]HDPE,compacted clay), Approval(Municipal and Private Sewage Works)for a double composite liner system(1.5-mm[60-mil] stormwater management system, Review of Waste HDPE, geosynthetic clay liner,compacted clay), LCS Diversion Areas, Regulatory Compliance Review, Design (granular drain,geocomposite), phasing plans,fill and Operations Plan updates,Contractor Operations plans,surface water management system, LFG Plan. collection system layout,final cover system • Project Support:tender and contract preparation, Project Manager/Engineer on Record contract administration and construction support for Sudbury Landfill I City of Greater Sudbury I Perimeter Road Construction and Surface Water Sudbury, ON 12003-Present Control. Project Coordinator, Manager, and Engineer on Record • Project Highlights: Report on No-Significant LFG for ongoing design support at the Sudbury Landfill, successfully showed a LFG collection and control to including construction of the Leachate and LFG be unnecessary. Management Systems,construction of an LCS, LFG Designer/Sr. Technical Support collection system,enclosed flare and flare system Mission Landfill I District of Mission I Mission, compound, perimeter access roads, stormwater ponds BC 12007 -Present and a leachate control basin (engineered wetlands). Subsequent work has included on-going support for Lateral expansion (7 ha[17.3 acres])including construction and operation of a 1.6 megawatt LFG preparation of updated Design and Operations Plan in utilization facility,optimization of site development plans, 2008, Design, Operations,and Closure Plan in 2015. closure of the north (2013)and south (2015)slopes of the • Design Components:subgrade,single composite landfill, and expansion of the LFG collection field(2015), liner system(1.5-mm[60-mil]HDPE,compacted clay, LFG Operations and Maintenance Manual Update(2015), geosynthetic clay liner),LCS(granular drainage Monitoring access Operations Plan (pdates(2015/2016), blanket),final cover system p • Project Highlights:optimized available air space • Project Support:tender and contract preparation, through redesign of base liner from compacted clay contract administration and construction support to geosynthetic clay liner • Project Highlights: 2015 LFG collection system Project Engineer/Designer expansion has maximized LFG utilization facility Highwest Waste Management Facility I Tervita power production Highwest I Highland District, BC I Project Coordinator/Sr. Technical Support 2006-Present Waterloo Landfill Site I Region of Waterloo I Lateral expansion(2.5 ha[6.2 acres])for C&D material Waterloo, ON 12003-Present including preparation of an updated Design and Project Coordinator for construction of the LFG and LCS Operations Plan in 2007,2010, and 2014. Site Expansion (2003)including installation of independent optimization and redesign in 2013. vertical gas(16)and LES wells(5),Gas Header • Design components:subgrade,single composite liner Extension(2004),and Project Coordinator/designer for system(1.5-mm[60-mil]) HDPE,geosynthetic clay the Installation of a Pilot Scale Horizontal LCS (2005)to liner,compacted clay], LCS(granular drainage enhance leachate and LFG collection opportunities at the blanket), phasing plans, surface water management site.Subsequently providing ongoing Sr.Technical system, LFG collection system layout,final cover Support for various annual construction projects system(compacted clay) associated with cell and LFG collection system • Project Support:Tender/construction drawings and expansions. specifications Page 3 PIM 41=', David Bart Technical Support/Design Engineer Designer/Inspector Port Hope Project I Atomic Energy of Canada Berman Road (Okeechobee Landfill) I Waste Limited (AECL) I Port Hope, ON I 2003-2005 Management I Okeechobe, FL I 1997-2002 Technical support for assessing Alternative Means for the Designer for the redesign of permitted subgrade,cell cleanup and long-term management of low-level construction, and Phase 1,2,and 3 closures, radioactive waste(LLRW)through the Environmental development of phasing plans, expansion scenarios, Assessment phase of the Project, including development evaluation of permitted/alternative subgrades and cover of waste delineation plans and volumes. Subsequently grades, air space calculations and projections,future completed preliminary design of the Welcome Waste development and planning. Management Facility,a 18.2-ha(45-acre)low level radioactive disposal site, including phasing plans for cell • Design components:subgrade, double composite developments,waste capacity calculations and liner system(1.5-mm [60-mil] HDPE, geosynthetic projections. clay liner), LCS (geocomposite),final cover system (1.0-mm [40-mil]textured HDPE,geocomposite • Design components:subgrade,double composite drainage layer,final cover material), LFG collection liner system(2.0-mm [80-mil]HDPE,compacted system layout,truck wash facility clay), LCS(granular drainage blanket),final cover system (1.5-mm[60-mil] HDPE, GCL,and various • Site Monitoring:co-ordination/preparation of barrier materials) semi-annual, annual,and biennial groundwater, surface water and leachate monitoring reports, LFG Designer migration inspections through the use of bar hole Brooks Road Landfill Site I Client I Cayuga, ON probing, New Source Performance Standards I 2003-2004 (NSPS)surface emissions monitoring, Construction Landfill design 6.1 ha(15 acre). Quality Assurance(CQA)for 7.3-ha (18-acre)closure • Design • components:subgrade,single composite liner • Project Highlights: 50 percent reduction in LCS system (1.5-mm[60-mil] HDPE,compacted clay), sumps;optimized available air space through LCS (granular drainage blanket),final cover system redesign of base and final cover system grades • Project support:tender documents, ongoing Designer/Inspector construction support Central Sanitary Landfill and Recycling Center • Project Highlights:one of the first landfills in Ontario I Waste Management I Pompano Beach, FL I to be constructed to Ontario Regulation 232/98 1997-2002 standards Designer for vertical and lateral expansions, development Designer of phasing plans, expansion scenarios, evaluation of Ash and Dry Waste Progressive Closure permitted/alternative subgrades and cover grades,air space calculations and projections,future development Landfill I Cape Breton Regional Municipality I and planning. Sydney, NS I 2002-2006 • Design components:subgrade,single and double Designed Phase I vertical expansion, conceptual design composite liner system (1.5 mm[60 mil] HDPE for Phase II and III,and interim ash cell final cover and/or geosynthetic clay liner), LCS(geocomposite), system. and final cover system (1.5-mm [60-mil]textured • Design Components: LCS(capillary break)and LTS, geomembrane, geocomposite drainage layer), final cover system,stormwater management system relocation of FPL power lines,entrance facility, roads • Project Support:tender and construction documents, and scales construction support • Site Monitoring: co-ordination/preparation of • Project Highlights:optimized available airspace semi-annual, annual, and biennial groundwater, surface water and leachate monitoring reports, New Designer Source Performance Standards(NSPS)surface Clay Farms Landfill I Waste Management I emissions monitoring, Construction Quality Okeechobee, FL I 2001 -2002 Assurance(CQA)for a 4-ha(10-acre)closure Designer for a 259-ha(640-acre)landfill. • Project Highlights: optimized available air space • Design components:subgrade, double composite through redesign of final cover system grades liner system(1.5-mm[60-mil]HDPE, geosynthetic clay liner), LCS(geocomposite), surface water management system, LFG collection system layout, final cover system(1.0-mm[40-mil]textured HDPE, geocomposite drainage layer,final cover material) Page 4 David Barton i \51 construction drawings,Tender support and Tender Inspector review/recommendations,construction support, Medley Landfill and Recycling Center I Waste coordination of TSSA approvals. Management I Medley, FL 1 1997-2002 • Design Components:final cover system[1.0-mm Sr.Technical Support/Design Project Manager [40-mil]textured geomembrane,geocomposite Mohawk Landfill I Brantford Generation Inc. I drainage layer,toe drains,final cover material) Brantford, ON 1 2011 -2015 Sr.Technical support for evaluating an existing LFG • Site Monitoring: New Source Performance Standards collection system,providing recommendations for (NSPS)surface emissions monitoring,Construction upgrades to the LES to improve leachate collection Quality Assurance(CQA)for 6.5 ha(16-acre)closure u efficiencies,support for development of ECA amendment LFG Management System Design application and regulatory approval,support for the LES Design Project Manager infrastructure design. Four Priority Sites I City of Toronto I Toronto, Subsequently, n ,oDesigEP Pr(2oject c5M n ger for r Phase I of ON 12016- Present Design Project Manager for the detailed design of LES pumps and connection of 39 vertical LFG extraction five wells to an existing compressed air system and active LFG collection and venting systems at four former ells to an forcemains co s to improve LFG collection landfill sites within the City of Toronto, including conefficiencies at the site. preparation of Tender documents,specifications,and Design Project Manager/Design Engineer construction drawings. Design components:LFG collection system(LFG North Peace Regional Landfill I Peace iver header pipe, laterals,vertical gas extraction wells Regional DisPrestrict I Fort St. John, BC I [90]) • Project support:tender and contract preparation Design Project Mann of ager/Design r/ collection n Engineer and the design tem Senior Technical Support aWest Edmonton Landfill I Waste Management including tender and contract preparation,contract of Canada Corporation I Edmonton,ABI administration and construction support.2016-2017 • Design components:850 m3/h (500 scfm)candlestick flare,flare compound,condensate Senior Technical Support for the design of a LFG system management system em, LFG collection system em(LFG expansion at the site as part of an overall site closure header pipe,laterals,horizontal collection trenches plan. [12]) Project Manager/Design Engineer/Peer Review Twin Creeks Landfill Site I Waste Management • Project support:tender and contract preparation, contract administration and construction support, I Watford, ON 12015-Present coordination of BC Safety Authority Approval, Project Manager/Design Engineer for the design of a LFG operations transmission system to transport LFG from an existing Design Project Manager/Design Engineer LFG collectionand flare system to a proposed Stratford Landfill Site I City of Stratford I greenhouse facility. Stratford,ON 12011 -Present • Design components: LFG header pipe,condensate Design Project Manager/Design Engineer for the design management and construction of a LFG collection and flare system. • Additional effort: Peer review of proposed LFG • Design components:510 m3/h (300 scfm)candlestick colland design system horizontal collection trench layout flare,flare system compound,LFG collection system and (2009) (LFG header pipe,subheaders, laterals, passive Project Highlights: based on projected annual waste vertical gas vent conversions to active gas extraction • wells 18,horizontal collection trenches[141) disposal rates,recommended increasing horizontal [ ] collection trench spacing thereby reducing potential • Project support:tender and contract preparation, capital costs for client contract administration and construction support, Design Engineer development of LFG Operation and Maintenance Closed Highway 48 Landfill I Waste Manual,operations Management I Whitchurch-Stouffville, ON I 2014- Present Design of an active LFG migration control system to abate migration of LFG to adjacent offsite property,including preparation of Tender documents,specifications and Page 5 David Bart Project Engineer design,construction and commissioning of a LFG Merrick Landfill Site I City of North Bay I management system. North Bay, ON 12011 - Present • Design components: 1,360 m3/h (800 scfm)enclose. Project Engineer for the expansion of a LFG collection flare,flare system compound,condensate system, including peer review of proposed LEG collection management system, LFG collection system(heade system horizontal collection trench layout and design. subheaders, laterals,vertical extraction wells[22]) • Design components: LFG collection system(laterals, • Project support:tender and contract preparation, horizontal collection trenches[6]) contract administration and construction support, • Project support:tender preparation, contract development of LFG Operation and Maintenance administration and construction support Manual, operational support • Project Highlights: based on projected annual waste Project Manager/Design Engineer disposal rates,recommended decreasing horizontal Petrolia Landfill Site Waste Management collection trench spacing to increase LFG collection Petrolia, ON 2008-Present efficiencies and utilization facility power production Project Manager/Design Engineer for the design of a Sr. Technical Support replacement/upgraded LFG collection system to support Bailey Sanitary Landfill City of Chilliwack an existing LFG flare system and a proposed LFG Chilliwack, BC 2010 utilization facility, annual/biennial expansions, and a LES using compressed air. Provided Sr.Technical support for a conceptual LFG • Design components: LEG collection system(LFG management facility at the site, including LFG collection header pipe, subheaders, laterals,vertical gas field layout, and development of LEG flare specifications. extraction wells[75]) Project Engineer • Project support:tender and contract preparation, Humberstone Landfill Site I Regional contract administration and construction support, Municipality of Niagara I Welland, ON I ECA amendments,operations 2009—2017 Project Engineer for the preparation of Phase 4 Design Project Manager Operations Plan, including staging and waste placement Sarnia Landfill Bluewater Power Distribution plans,design of a LFG collection and flare system. Corporation Sarnia, ON 2007-2008 • Design components: 1,190 m3/h (700 scfm)enclosed Designer for the design and construction of a LFG flare,flare system compound, condensate collection system at a closed landfill site to support a LFG management system, LFG collection system(header, utilization facility. laterals, horizontal collection trenches[15]) • Design components: LFG collection system(LFG • Project support:tender preparation,contract header pipe, laterals,horizontal collection trenches administration and ongoing construction support [23]) • Project support:tender and contract preparation, Sr.Technical Support/Peer Review contract administration and construction support, Sanitary Municipal Landfill I City of Regina I operations Regina, SK 12009—present Sr.Technical Support for and peer review of the LFG Designer management system, including peer review of the 2009 Glanbrook LFG to Energy Project I Hamilton LFG Management System Assessment, 2010 LFG Renewable Power Inc. Hamilton, ONI Management System Pre-design peer review, 2011 2006-2008 Phase 1 Expansion technical support and peer review, Designed LFG collection system component of the project and 2014-2015 Phase 1 Contract 1 Completion (LFG and provided Sr.Technical support for a Site header extension)technical support and peer review. Development Plan. Project Manager • Design components: 1,700 m3/h (1,000 scfm) Hemlock Knoll Waste Management Facility I enclosed flare,condensate management system, South West Solid Waste I Lawrence Station, LFG collection system (header, subheaders,laterals, NB I 2009-2012 vertical extraction wells[15],horizontal collection Project Manager for the completion of a Feasibility Study trenches[28]) of LFG Utilization Options to evaluate the potential LFG • Project support: preparation of project specifications, generation rates and associated opportunities for LFG construction,operations utilization. Subsequently Designer/Project Manager for the • Project Highlights: project earned the Public Works Project of the Year Award in the Environment Page 6 David Barton iiiiiii Category(between$2 million and$10 million)from successfully showed a LFG collection Site and coCintrolty toof be the Ontario Public Works Association (2009) unnecessary. Project Coordinator/Designer/Manager Brock Township Landfill Site I Regional Fredericton Region Landfill I Fredericton Municipality of Durham I Durham, ON 12009 Region Solid Waste I Fredericton, NB Project Highlight: Report on No-Significant LFG as 2005 - Present required by Ontario Regulation 216/08 and 217/08 successfully showed a LFG collection and control to be Project Coordinator for the completion of a LFG utilization unnecessary. study to evaluate potential LFG generation rates and associated opportunities for LFG utilization.Subsequently Hanmer(Valley-East) Landfill Designer/Project Manager for the design,construction Greater Sudbury I Sudbury, ON 12009 and commissioning of a LFG management system.• Project Highlight: Report on No Significant LFG as Design components: 1,360 m3/h (800 scfm)enclosed required by Ontario Regulation 216/08 and 217/08 flare,flare system compound,condensate successfully showed a LFG collection and control to be management system, LFG collection system (header, unnecessary. subheaders,laterals,vertical extraction wells[26], horizontal collection trenches[7]) Walden Landfill Site I City of Greater Sudbury I Project support:tender and contract preparation, Sudbury, ON I 2009 contract administration and construction support for Project Highlight: Report on No-Significant LFG as the design and construction of a LFG management required by Ontario Regulation 216/08 and 217/08 system, LFG Management System Evaluation successfully showed a LFG collection and control to be Report,tender and contract preparation,contract unnecessary administration and support for the Design/Build of a Highland Valley Copper Landfill Sperling 2.1 megawatt LFG utilization facility,tender and Hansen Associates � Logan Lake, BC I contract preparation,administration, and support for a 2007-2008 LFG treatment system,ongoing operational support Completion of a LFG Production and Utilization • system Highlights:first LFG collectionprovince and control Assessment for a proposed landfill site to evaluate system to be installed in the Province potential LFG generation rates and the associated Designer opportunities for LFG utilization based on projected waste Halton LFG Collection and Flare System I generation rates. Regional Municipality of Halton I Milton, ON IMcDougall Landfill Site Municipality of 2005 -2006 McDougall I McDougall, ON 12007 Designed LFG collection system component of the Completion of a LFG Production and Utilization project. Assessment to assess LFG generation rates at the site, • Design components: 1,700 m3/h(1,000 scfm) as well as to evaluate the potential for the flaring or enclosed flare, condensate management system, utilization of LFG. LFG collection system(header,subheaders, laterals, Mission Landfill District of Mission Mission, vertical extraction wells[21], horizontal collection BC I 2007 trenches[5]) Completion of a LFG Production and Utilization • Project Support: preparation of specifications, Assessment to assess LFG generation rates at the site, construction support as well as to evaluate the potential for the flaring or of LFG. utilization LFG Production/Collection/Utilization Fredericon Region Landfill Fredericton Feasibility Assessments Region Solid Waste I Fredericton, NB I Hemlock Knoll Waste Management Facility I 2005, 2009 South West Solid Waste I Lawrence Station, NB 12009, 2010 Completion of a LFG Utilization Study Report(2005),LFG Management System Evaluation (2009),LFG Production Completion of a LFG Production Assessment(2009)and Assessment Update(2009). a Feasibility Study of LFG Utilization Options(2010). Azilda(Rayside-Balfour) Landfill Site Highway 101 Landfill I Highland Energy, Inc. I City of Halifax, NS 12005 Greater Sudbury I Sudbury, ON] 2009 Completion of a LFG Production Assessment to reassess Project Highlight: Report on No-Significant LFG as and confirm previous LFG generation estimates for LFG required by Ontario Regulation 216/08 and 217/08 utilization system. Page 7 Wig David Bart HD boa Moncton Landfill I City of Moncton I Moncton, Work history NB 12005 2002—present GHD(formerly Conestoga-Rovers& Completion of a LFG utilization study at a closed landfill to Associates),Waterloo, ON evaluate potential LFG generation rates and the associated opportunities for LFG utilization. The project 1997—2002 Globex Engineering&Development, involved modelling LFG generation rates based on historic Inc. (now SCS Globex Engineering), waste generation rates and field confirmation of LFG Deerfield Beach, FL quantities,quality, and accessibility. 1997 New Brunswick Department of the Sudbury Landfill Site I City of Greater Sudbury I Environment, Saint John, NB Sudbury, ON 12005 Completion of a LFG Production Assessment to reassess and confirm previous LFG generation estimates in advance of proceeding with utilization project. Other related areas of interest Recognized (Certifications/Trainings) • OSHA 40-hour HAZWOPER, Refresher,2014 • Radiation Safety and the use of Nuclear Gauges, CPN Training Course, 1999 Papers Presented and Published in Conference Proceedings • Mosher, F., Millar, D., Barton, D., Gidda,T.2008. Optimized Waste Management Systems:A discussion of waste diversion programs, composting,and landfill optimization. Submitted and accepted at the 2008 Canadian Waste Resource Symposium,April 13-16,2008, Halifax, NS Master's Thesis • "Effects of Zinc on the Performance of Anaerobic Fixed Film Reactors",submitted in partial fulfilment of the requirements for the degree of Master of Engineering, Dalhousie University, 1996 Page 8 1.11, Dan Daum GHD Senior Field Technician WWI Qualified(Education): Groundwater Monitoring and Sampling Technology Diploma,ASTM, 1995,Geoscience Data Technician Diploma, Sir Sandford Fleming College, 1990 Professional he SummaDan has Dan has deved as the primary field sampling loped oped the skills that give confidence that each samplehnician for sof sites is collected ross withhe North America for the past 25 years. upmost integrity while carefully managing unique health and safety concerns of individual sites.Over the past 25 years, Daum hasq . Effective developed aintimate nmanagement,dcoordination,variety and good organization sampling havetechniques allowed Dan to complete his with jobs each technique. Effective time9 within budget;making him a key component to each successful monitoring program he's involved in. Project Field Technician Landfill Monitoring Kincardine Waste Management Center I Project Field Technician Municipality of Kincardine I Kincardine, ON Erb Street Landfill I Region of Waterloo Dan has been responsible for scheduling and completing Waterloo, ON the environmental sampling at the Municipality's Mr. Daum has been responsible for coordinating the two landfill sites and the Kincardine Waste Management on-Site field sampling activities for the monthly and large Centre since 2008.The monitoring program includes tri-annual monitoring events for the past six years. approximately 100 groundwater,surface water, leachate, Sampling includes groundwater surface water, residential residential,and soil gas probe locations which are location,and leachate locations. Dan has also assisted in sampled on a to bi-annual basis. the completion of several pumping tests at the Site which Dan also c m prograo s part of the monitoringllects were used to assess the effectiveness of extraction wells AAi annuol influent and eflpent amles from toe leachate and determine aquifer characteristics.Do to the proximity band groundwater collection systems at the Ward 1 landfill of the site to GHD's Waterloo offices, Dan has used the site. Waterloo Landfill Site to train and mentor numerous junior staff in the various sampling methodologies. PProject Field Countye Landfillan Lambton County Project Field Technician Lambton, ON Northumberland County Landfills County of Northumberland I Cobourg, ON the a so been responsible for sampling ratON CDan ha a dive landfillng Dan has been responsible for scheduling and completing the individual monitoring events at the County's sites which includes approximately 125 monitoring points that are sampled on a bi-annual basis. nine landfill sites for the past 16 years.The monitoring Contaminated Sites program includes over 400 groundwater,surface water, leachate, residential,and soil gas probe locations which Field Sampling Technician are sampled on a quarterly to bi-annual basis. Dan uses Semi-Annual Monitoring Boeing his extensive experience to ensure that the project is Mississauga, ON completed following strict time constraints while adheringf to stringent health and safety guidelines(includingesponsib a le for the on long-termplef iSamam lin lodas dozens working in remote locations). pof locations throughout a high-risk area of the Dan has also assisted in the collection of benthic samples Toronto airport.located combination n of low-flow and inertial of the e in support of a response to landfill related impacts in a sampling techniques are used the results of which are wetland surrounding one of the landfills. addition, Dan used to assess the effectiveness of the ongoing treatment is also responsible for bi-annual landfill gas monitoring at of the impacts. dozens of locations surrounding at the Port Hope sports complex.The project also includes several stream flow measurements which are used in assessing potential mass flow of contaminants. Page 1 PIM GDan Dau HD Water Supply Field Technician Compliance Monitoring and PTTW Renewals Erin and Guelph, ON Responsible for the long-term field component of a compliance monitoring program and annual reporting as required by PTTWs for commercial(bottled water sector). Responsible for all aspects of the field monitoring program (water level monitoring,data logging, surface water flow and surface water temperature data,and water quality sampling). Assisted in short(3-day)and long (40-day)pumping test programs at rates up to 2,500 LPM. Other related areas of interest Recognized(Certifications/Trainings) • Graduate Technician, Ontario Association of Certified Technicians and Technologists • OSHA 40-hour Hazardous Waste Worker, 1991 • OSHA 8-hour Hazardous Waste Refresher, 1991-2015 Work history 1991 -present GHD(formerly Conestoga-Rovers& Associates),Waterloo, ON 1991 Ministry of Northern Development and Mines • Page 2 Plug Taryn Brindle GHD Junior Field Technologist 11111111 • Qualified: Diploma, Environmental Technician,2012; Diploma, Environmental Technology,2013 Connected:C.Tech designation from the Oct rio Association al of ageifiedEn degree inprg Technicians and Technologists (OACETT),currently enrolled in a blended B m Professional Summary:Taryn has 4.5 years of field experience in small to large scale Phase I and Phase II environmental site assessments,including subsurface contaminant delineation,supervision of drilling programs, environmental soil and groundwater characterization,site surveying,hydrogeologic site studies,single well response testing, O&M of remedial groundwater system,and materials testing. • Collection of residential indoor air samples for Environmental Field Work environmental analysis Junior Field Technician Technician Sir Adam Beck Generating Station I TTC- Mount Junior Field Denis Bus Garage Ontario Power Generation Niagara Falls, ON Toronto Transit Commission I Toronto, ON Team member and field coordination for a drilling and geotechnical testing program at Sir Adam Beck Power Field coordination and site supervisor for implementation of a groundwater monitoring program for the Toronto Generating Station in Niagara Falls.Tasks included: Transit Commission's Mount Denis Bus Garage. Historical • Installation of bedrock and overburden groundwater activities at the site had VOC contamination to monitoring wells groundwater that has spread into a neighbouring • Completion of boreholes for geotechnical analysis residential area. Hydrogeological tests-Single Well Response Tests, • Collection of groundwater samples for environmental • and Pump Tests, Packer Testing analysis • Oversight of subcontractors • Collection of residential indoor air samples for environmental analysis • Soil Classification for geotechnical logs Junior Field Tech Junior Field Technician Regional Municipality of Niagara-Landfill Environmental Screening Assessment I Monitoring Program I Niagara Falls, ON Allied Marine & Industrial I Port Colborne, ON Pumping Operations Optimization and Monitoring Field coordination and site supervisor for a drilling and Program Re-assessment at Mountain Road municipal environmental sampling program at an industrial(metal landfill site in Niagara Falls.Tasks included: fabricating)marine parts and supply company in Port • Pumping tests Colborne.This project aimed to investigate potential p g subsurface contamination related to historical • Collection of groundwater levels manufacturing activities at the Site. • Oversight • Installation of groundwater monitoring wells. Junior Field Technician • Completion of boreholes for environmental sampling. Arkema Facility-700 Third Line • Site surveying. Arkema Canada Incorporated I Oakville, ON • Groundwater sampling. Team member of onsite field staff,oversight and site supervision for a groundwater investigation of a large Junior Field Technician former industrial complex.The project involved Former Libbey Glass I Wallaceburg, ON assessment of the groundwater conditions associated Site supervisor for an ongoing Phase II remediation at a with historical uses of the site,which included various former glass manufacturing facility currently owned by hazardous chemicals. regular heritage CRA. Historical contamination to groundwater is • Environmental monitoring program-re 9 the basis for continued remediation and monitoring collection of groundwater samples for laboratory activities at the Site. analysis • • Collection of groundwater samples forysis • Collect • of remedial activities analysis Page 1 Taryn Brind 11111111 • Interior and exterior slab visual inspections Junior Field Technician • Asbestos sampling MP 111.6 Ruel Derailment Canadian National Railway I Gogama, ON Junior Field Technician Ruigrok Diesel Fuel Spill Welland, ON Assisted site personnel with emergency response field activities as a result of a train derailment carrying crude • Oversight and site supervision for a small residential fuel in rural northern Ontario.The project involved extensive spill in Welland.The project involved assessment of screening, excavating, and containment and treatment of surface and subsurface soils and surface water conditions impacted soil; surface water and groundwater monitoring associated with the release of diesel fuel from a leaky programs;on-site water treatment facilities;air monitoring above ground storage tank. product collection using vacuum trucks;and site • Environmental monitoring program—oversight and restoration activities including reconstructing a small visual site inspections of remedial activities creek. • Confirmatory soil sampling at the excavation limits Junior Field Technician Hydro One—Various Sites I Southwestern, ON • Tracking of excavated soil and replacement of clean soil amounts Site supervisor and oversight for small scale drilling and sample collection programs at various Hydro One sites in Junior Field Technician southwestern Ontario. Historical contamination of soil and Various projects I Niagara Region, ON groundwater is the basis for continued remediation and Provided the required testing of concrete for various monitoring activities throughout Ontario.The purpose of ongoing construction projects throughout the Niagara the sampling programs was to determine the quality of soil Region.All testing completed in accordance with CCIL and granular material for use in Hydro One remediation standards. projects. • Provided on-site materials testing in accordance with CCIL training standards Other related areas of interest • Provided on-site nuclear density monitoring of soils Recognized(Certifications/Trainings) and granular materials in accordance with CNSC • Canadian Transportation of Dangerous Goods protocols Training(TDG) Junior Field Technician • Petroleum Oriented Safety Training(POST) City of Welland 1153 Lincoln St. & 425 King St. Corporation of the City of Welland I Welland,ON • TN Visa holder Oversight and site supervision for a complex soil and • Canadian Nuclear Safety Commission(CNSC) groundwater Phase Two investigation at a vacant lot in Training for Use and Transporting of Nuclear Welland.The scope of the project was to provide records Devices and documentation of investigative activities for the • Electrical Safety and Awareness Training purchase of the property by the client. The project eRailSafe—Certified contractor for Canadian involved assessment of subsurface soils and groundwater • conditions associated with historical uses of the site. Pacific and Canadian National • Installation of groundwater monitoring wells, both OSHA 40-Hour Hazardous Waste Operations and shallow and deep wells Emergency Response(HAZWOPER).Annual 8-Hour Refresher • Collection of numerous samples for environmental analysis Junior Field Technician Work history CP Toronto Rail Yard I Canadian Pacific I May 2013- GHD (Formerly Conestoga-Rovers& Markham, ON present Associates),St. Catharines,ON Oversight and site supervision of a waste water storage 2012-2013 Sir Sandford Fleming College, lagoon for Canadian Pacific's rail yard in Markham. Lindsay, ON • Environmental monitoring program—site visual site inspections • Collection of lagoon and WWTP samples for environmental analysis • Collection of oil/grease samples from lagoons Page 2 Plug Kal Dhaliwal GHD CAD Technician `W Qualified (Education): Diploma,Civil Engineering Technology,2014:Certificate,Technology Foundations,2010 Professional Summary: Kalla t Solid Waste oloupOn creating deign drawings,Software16,GINT te010 suosoft rfaces, andlcu most often Civil3D help and calculating volumes. Kal uses his communication and organization skill set to make sure projects are completed in an efficient and timely manner. DDesigner/Technologist Tervita HighweS Facilityt Four Priority Sites for the City of Toronto I Tervita Highwest � District of Highland, Toronto, ON BC Kal assisted with design and preparation of landfill gas OperationsKal atited with the completion Kalof themodeled Design and remediation measures for four priority sites in Toronto. Kal Plan. Using preparation forthe a construction ofwaste used Civil3D to find the most efficient alignment for landfill relocation plan in cells gas extraction systems while avoiding existing 3 and 4. infrastructure. Designer/Technologist nologist Cache Creek Landfill I Wastech Services) Former Gue1ph DesignerlTechch Dolime Quany I Cache Creek, BC Valley I Kal completed a fill plan for the final stages of the Cache R River Valle Developmentsev oenInc.ON nc Creek landfill. Kal also assisted in the design of the Cache Responsible for calculating material quantities using a Creek landfill gas management facility. combination of Civil3D and Excel spread sheets. Designer/Technologist Information was relayed on figure drawings to assist the Fort Nelson Landfill I Fort Nelson, BC project engineer in presenting data to clients in an efficient Kal undertook the design and preparation of construction manner. drawings for the installation cell 5. DesignerlTechnologist Designer/Technologist Compressed Natural Gas Fueling System I Brady Road Landfill I City of Winnipeg I Gain Clean Fuel I Mississauga, ON Winnipeg, MB Kal worked with the project engineer to create a complete Kal undertook the design and preparation of tender design drawin ing package. uts age.nd This involved foie tly u dating drawings for the Cell 31 Construction. parameters and information from the client and Designer/Technologist contractors. Waterloo Landfill Site I Region of Waterloo I Designer/Technologist Waterloo, ON U er York Sewage Solutions I Regional Working on various phases for the Waterloo Landfill Site, M punici alit of York I York Region, ON en has used his proficiencies in Civil3D to assist project Kal assisted Inspec-Sol Inc. in the creation of borehole engineers by: location plans and geotechnical stratigraphic sections by • Creating Civil3D surfaces from surveys. using Civil3D and GINT software. • Comparing 3D surfaces to complete air space verifications,calculations of material amounts and Hwy 48 Landfill I Field Staff/Technologist logist ON engineer's estimates.• Kal undertook the field staff role of landfill gas monitoring Completion of as-built, detail design,and proposal and sampling on a bi-monthly basis. drawing packages. Field Staff/Technologist • Using a combination of Civil3D and Excel spread Field Aurora Landfill I ologist ON sheets to create bill of materials and cost estimates. Kal undertook the field staff role of landfill gas monitoring and sampling on a bi-monthly basis. Page 1 PIM Kal Dhaliw 111111 Field Staff/Technologist Gwillingbury Landfill I Gwillingbury, ON Kal undertook the field staff role of landfill gas monitoring and sampling on a bi-monthly basis. Work history June GHD(formerly Conestoga-Rovers& 2014-present Associates),Waterloo, ON Page 2 Pm, Jack Ferenczy GHD surveyor Qualified:Architectural Technology,Technician Diploma, 1988;Trimble Certified Trainer; Class GPS Survey Training, 1998 Professional Summary:Jack has 28 years of experience in surveying. He has supervised GHD's survey department for over 15 years and has completed topographic surveys for various project sites including linear infrastructure alignments, road reconstruction, pipeline installations,landfills,proposed subdivisions, bathymetric surveys of various bodies of water,ground water and soil sampling locations at numerous industrial and commercial sites.Typical surveying inputs on projects includes developing the detailed survey workplan, leading the project field survey works and processing field data collected in the field in order to develop detailed baseline drawings. Topographic Surveys Surveyor Northeast Vaughan WW Class EA I York Region Surveyor I Vaughan, ON 12017 Ontario Ministry of Finance-GPS Services I Ontario Ministry of Finance I ON I Jack provided the following services: 2015-present • Topographic survey of existing conditions survey of GPS measurements of Ontario licensed tobacco crop to the right-of-way for the proposed watermain and confirm contract compliance. sanitary sewer alignment of the various streets Survey- Design of Landfill Gas • Watermain:Jane Street, approximately 2.5 km(July- October 2017) Remediation Measures • King Vaughan Road, approximately 0.5 km Surveyor (September 2017) Design of Landfill Gas Remediation Measures Survey I City of Toronto I Toronto,ON 12016 • Teston Road,approximately 0.6 km(August 2017) Jack provided topographic surveys of existing conditions • Kirby Road, approximately 2.0 km(September 2017) of various landfills. • Sanitary sewer:Jane Street,approximately 4.5 km Survey- Linear infrastructure (September-October 2017) Surveyor • Keele Street, approximately 1.7 km (September Upper York Sewage Solutions IEA I 2017) York Region I Aurora & Gwillimbury, ON I • Langstaff Road, approximately 0.3 km (September 2012 -2014 2017) Jack provided the following services: Surveyor • Topographic survey of existing conditions survey of Proposed Alignments of Trunk Watermains and proposed alignment of right-of way of Queensville Sewers I Various I St. Marys, ON I 1995-2001 Side Road, approximately 1.5 km (July 2012) Jack provided topographic surveys of proposed • Topographic survey of existing conditions survey of alignments of trunk watermains and sewers for the proposed alignment of right-of way of Concession 2, upgrading and expansion of existing infrastructure. approximately 1.5 km(July 2012) Survey- Municipal Bridge and Culvert • Bathymetric survey of Soldiers Bay at proposed Infrastructure outfall (December 2013) Surveyor The Region has initiated the UYSS Individual Select Bridge and Culvert Rehabilitation Environmental Assessment(IEA)project to identify Municipality of Clarington I Clarington, ON I practical and sustainable solutions that will provide November 2016-December 2016 additional sewage servicing capacity related to planned The Municipality wished to rehabilitate a number of growth in Upper York.The service area consists of the bridges and culverts within its jurisdictional boundaries growth portions of the Towns of Aurora, Newmarket, and based on recent inspection reports.This level of East Gwillimbury, including Holland Landing, Queensville, rehabilitation required a complete topographic survey of and Sharon. the surrounding area(20 m either side of the structure). The topographic survey provided the technical specialists Page 1 Jack Ferenczy and the client with a base plan detailing the current site • Topographic survey of as constructed (2012) conditions. The project included detailed design, contract Jack led one of the survey crews and ensured all administration and site inspection services for the necessary features were captured in-field. In addition Jack Kleinburg facility. reviewed and processed the collected data each evening to confirm the day's field work fulfilled the scope of the Surveys — Other project, met accuracy tolerances, and correctly reflected Surveyor in-field conditions. Coastal FN Solid Waste I Naut'sa Mawt Tribal In-field assets collected included: bridge/culvert Council I Various Sites, BC I 2017 structures,watercourse(and associated cross-sections), Jack provided the following services: fence lines,trees and their attributes,grade change • Topographic survey of existing conditions of various topographic spot elevations, and roadway features. sites for proposed Waste/Recycling drop-off areas Surveyor (May 2017) Holland River Bridge— Design and • Topographic surveys of as-built site works of various Rehabilitation I County of Simcoe I Schomberg, sites(May 2017) ON I August 2016—December 2016 The County wished to rehabilitate and widen an existing Surveyor bridge from two lanes to four lanes.This level of Topographic Survey for Subdivision rehabilitation required a complete topographic survey of Development Various Locations ONI the surrounding area(500 m either side of the bridge). On-going The topographic survey provided the technical specialists Jack provided topographic survey at: and the client with a base plan detailing the current site • Martin Grove Trailer Park,Waterloo conditions. Jack led one of the survey crew and ensured all • Glencaim Subdivision, Kitchener necessary features were captured in-field. In addition Jack • Todco Subdivision, Port Colborne reviewed and processed the collected data to confirm the • Alt Heidelberg Estates, Heidelberg day's field work fulfilled the scope of the project, met accuracy tolerances, and correctly reflected in-field The topographic surveys consisted of proposed conditions. subdivisions for design of infrastructure and earthworks. In-field assets collected included:the bridge structure, Surveyor watercourse(and associated cross-sections),fence lines, Landfill Annual Updates I Survey trees and their attributes, grade change topographic spot Various Clients I ON I On-going elevations,and roadway features. Jack provided topographic survey at the following landfills: Survey Experience- Municipal • Thorold Landfill (on-going) Wastewater Infrastructure • St.Thomas Landfill (2012) Surveyor • Brock Township Landfill(2010-2014) WWTP Upgrade-Class EA ! City of Owen Sound The surveys are annual updates of landfills to determine I Owen Sound, ON I 2009 remaining capacity and expansion design. Jack provided the following services: Surveyor • Topographic survey of existing conditions 407 ETR-CN Macmillan R. Soil Slopes 1407 ETR • Bathymetric survey of Georgian Bay outfall (2014) Concession Company Limited I Concord, ON The project was an environmental assessment to 2016 document the planning process for the eventual upgrade Jack provided the following services: of the plant from primary to secondary treatment. • Topographic survey of existing conditions of the Surveyor Hwy 407 right-of-way between Jane and Keele Street WPCP Expansion Design I York Region I approximately 1.7 km. Kleinburg, ON 12008 Surveyor Jack provided the following services: Shoreline Erosion and Flood Control Measures • Topographic survey of existing conditions(April 2008) Survey ! City of Stratford I Stratford, ON 11990 • Bathymetric survey of Humber River for mixing Jack provided topographic surveys of existing conditions purposes(April 2008) for shoreline erosion and flood control measures. Page 2 Jack Ferenczy : rr� • Surveyor Surveyor Monitoring Well/Bore hole survey I Chevron Surveys of Piles I Tip Top Lofts I Toronto, ON I Canada Limited I Kitimat LNG Project I Kitimat, 2000 BC 12016 Jack provided three-dimensional data acquisition of pile Jack provided the locations of monitoring features to location to determine movement within allowable determine groundwater flow. tolerances. Surveyor Surveyor Monitoring Well/ Bore hole survey I Shell Slope Stabilization I Ms.Ophelia Tong I Canada Products I Shell-391 Lorne Street I Ashfield Township, ON 1 2004-2013 Sudbury, ON 12014 As part of the construction of a large-scale home to meet Jack provided the locations of monitoring features to government agencies requests, Jack provided the determine groundwater flow. following services: Surveyor • As constructed survey of slope stabilization Monitoring Well / Bore hole survey I Toronto • Shoreline mapping and bathymetry for long-term Transit Commission I TTC-N of Ellesmere Road erosion control study & McCowan I Toronto, ON 12015 Surveyor Jack provided the locations of monitoring features to Train Derailment Spill Response I CN I determine groundwater flow. Various Locations 12012-Present Surveyor As part of the response team at various train derailment Topographic and Detail Survey I City of sites,Jack provided: Waterloo I Waterloo Landfill Site I Waterloo, ON • Existing conditions topographic surveys within a train I Ongoing derailment site Jack provided topographic surveys of existing conditions • Surveys of monitoring wells to determine ground for various construction projects. water-flow and limits of plume Surveyor Surveyor Sampling Grid Layouts I Beardmore Tannery I Utility Locates I Milton Hospital I Milton, ON I Acton, ON I 1990 2014 Jack provided the stake-out of sampling grid layouts for To confirm the location of utilities prior to a drilling soil remediation. program,Jack provided: Surveyor • Surveyed locations marked utilities Water Level and Monitoring Well Location Surveys I TYSSE I Region of York, ON I • Locations and inverts of storm and sanitary structures 2009-2011 • Surveyed locations of day-lighted utility Jack provided the locations of monitoring features to determine groundwater flow. Surveyor Work history Site Layout of Stormwater Management 1989-present GHD(formerly Conestoga-Rovers& Facilities I Canadian Pacific I Scarborough, ON Associates),Waterloo, ON 12014 Jack provided topographic survey of existing conditions for design of a SWM facility. Surveyor Three Dimensional Data Acquisition I Uniroyal Chemicals I Elmira, ON I 1991 - Present Jack provided three-dimensional data acquisition for building,tank,and vent exhaust locations within an operational plant for environmental audit. The project required a vent survey requested by MOE for an Environmental Air audit. Page 3 Wig Bruce Polan, M.A.Sc., P.Eng. GHD Associate — Geotechnical Engineer Qualified: M.A.Sc. Geotechnical/Civil Engineering. 1997;B.A.Sc.Geotechnical Engineering, 1985 Connected: Past Member—Canadian Wind Energy Association(CANWEA); Member—Canadian Geotechnical Society, Southern Ontario Section Professional Summary:Bruce Polan, M.A.Sc., P.Eng.is a senior Geotechnical Engineer with over 30 years of geotechnical and environmental engineering experience. Mr. Polan joined Inspec-Sol in 2000 as the Waterloo office branch manager. Mr. Polan has been involved in numerous geotechnical and geo-environmental investigations and designs both in the United States and across Canada. Mr. Polan also manages a high-complexity soil testing lab for advanced soil analyses. Projects involve geotechnical designs for road construction or reconstruction,clay and/or geosynthetic landfill liners and caps,wind energy foundations, residential, industrial,and commercial buildings, storm/sanitary sewers,slope stability and bank stabilization,specialized geotechnical instrumentation and computer modeling,and construction dewatering issues. Mr. Polan has been a Professional Engineer in Ontario since 1987,and is also a registered Professional Engineer in Manitoba. Selected Geotechnical Experience Geotechnical Engineer/Project Manager Landfill Stability Evaluations 'Canada and USA Project Manager I 2000-2017 Quality Control Testing and Geotechnical Foundation Design Support I Southern Ontario Managed geotechnical assessments of landfill stability at Wind Farms 2008 -2018 various landfills in Southern Ontario, including Clean Harbors,Sarnia, Resolute Forest Products,Thorold, Port Managed multiple large wind energy projects across Hope Landfill, Port Hope,Waterloo Landfill,Waterloo, Southern and northern Ontario. Projects ranged from Bedford Containment cell, Indiana, and Holtz-Kraus small wind energy(several turbines)to up to 100 turbines. Landfill,Wisconsin.These assignments consisted of data Management of quality control testing including concrete, review of landfill operations,and previous geotechnical earthworks,foundations,access roads,crane pads,grout, investigations and slope stability evaluations,carrying out and rock anchors. Managed in house laboratory services detailed slope stability assessments and berm stability to support our field quality control work. Geotechnical designs,geotechnical field investigations, and investigations consisted of conventional boreholes, coordination with our landfill design teams. piezocone investigations,geophysics,thermal and electrical testing,and high complexity geotechnical lab Management of quality control inspection and testing testing,related to the geotechnical design of wind turbine during berm construction. Preparation of construction foundations certification reports. Manager Project Manager and Qualified Person(QP), High Complexity Soils Lab Waterloo, Ontario Quality Control and Environmental Testing Management of our Waterloo Lab that specializes in high Leaside Transformer Station I Toronto 12018 complexity soil testing, including permeability, Qualified Person for testing and approval of imported consolidation,triaxial shear,soil and rock compressive granular and topsoil material for construction of the new strength, electrical resistivity,and thermal resistivity. transformer station. In charge of quality control testing for the civil construction. Geotechnical Engineer/Kam Kotia Mine Site (Timmins, Ontario I 2017-2018 Project Manager and Qualified Person (QP), Quality Control and Environmental Testing Managed the geotechnical aspects related to relocation of William Street Pumping Station Reservoir waste rock to the on-site Open Pit,and associated closure Decommissioning Region of Waterloo 2016 of the Open Pit. Responsible for the evaluation of safe placement and suitable compaction of the waste rock Acted as Qualified Person for testing and approval of within the Open Pit, and geotechnical aspects of the imported granular and topsoil material for restoration of construction of the sludge management facility.This the municipal well pumping station, during project consisted of the bulk excavation of over 160,000 decommissioning of abandoned water reservoirs. Carried m3 of waste rock, and placement of 230,000 m3 of sand out pre and post condition surveys, and vibration to construct the sludge management facility. monitoring,for the protection of historic pumping station Management of quality assurance inspection and testing buildings on the property.Carried out concrete testing for during these construction activities. Preparation of light weight concrete used to backfill reservoirs. construction completion reports. Project Manager Quality Control Testing I White River Hydro Page 1 Bruce Polan Electric Dams,White River, Ontario I Project Manager 2014-2016 Quality Control Testing for Landfill Clay Liner Managed third party quality control testing for the rock Construction I Twin Creeks Landfill I Watford, filled dam and associated concrete structures.Testing Ontario I 2012-2017 performed on site using our mobile CCIL certified Management of quality control testing including clay liner concrete lab(Category 0 and 1)and up to five certified construction, sampling,and laboratory testing. Report technicians.Testing consisted of concrete and preparation for certification reports for liner quality. compaction testing,and grain size and rock fill gradations Management of in house laboratory facilities for and density measurements, permeability testing, and geotechnical testing including routine grain size, proctors, specialized rock quality testing. Atterberg limits, and permeability testing.Also provided Project Manager/Designer management of detailed geotechnical field investigations Mechanically Stabilized Earth Retaining Walls I for landfill design purposes. Southern Ontario 1 2008 -2018 Project Manager Designed numerous mechanically stabilized earth (MSE) Numerous Geotechnical and Environmental retaining wall for the Envirolok vegetated system.Wall Projects I Southern Ontario 2000-2018 heights range from 1 to 6 metres. • Project management of various geotechnical Project Manager investigations for industrial/residential infrastructure Quality Control Testing for Landfill Clay Liner improvements including wind energy projects, Construction I Waterloo Landfill Region of roadways, storm and sanitary pipelines in Ontario Waterloo, Ontario I 2012-2017 and the United States. Management of quality control testing including clay liner • Assessment of subsurface conditions for structural construction,sampling, and laboratory testing. Report foundations, retaining walls,wind turbine foundations, preparation for certification reports for liner quality. groundwater control,slope stability,excavations. Management of in house laboratory facilities for • Assessment of subsurface soil and groundwater geotechnical testing including routine grain size, proctors, environmental quality on numerous projects in Atterberg limits,and permeability testing.Also provided Sothern Ontario. management of detailed geotechnical field investigations • Management of advanced soil testing laboratory for landfill design purposes. including triaxial permeability,triaxial compression, Project Manager consolidation apparatus, and conventional soil testing Landfill Perimeter Berm Design and Quality for geotechnical index parameters. Control Testing I Thorold I Resolute Forest Products 2011 -2018 • Preparation and assessment of geotechnical instrumentation programs for slope stability Managed final design of landfill perimeter berm evaluations. construction, including detailed geotechnical investigations, preparation of design drawings for • Slope stability modeling. construction,and detailed slope stability analyses. • Construction inspections of foundations, retaining Management of quality control inspection and testing walls,earth filling, pavements,excavations. during berm construction. Preparation of construction • Geotechnical investigations for buildings and certification reports. structures ranging from high rise Project Manager apartment/condominium buildings, industrial facilities, Quality Control Testing for Residential residential subdivisions, road construction,and sewer Subdivision Construction I Grand River Flats installation. Subdivision I Kitchener, Ontario 1 2015-2018 • Construction supervision for various geotechnical Management of quality control testing including bulk projects and investigations. grading, utility installation and backfill, granular subbase • Detailed geotechnical instrumentation monitoring and base,and asphalt placement,for a large residential programs, including slope inclinometers and vibrating subdivision. Report preparation for certification reports. wire piezometers for slope stability evaluations, Management of in house laboratory facilities for Southern Ontario and Winnipeg, Manitoba, geotechnical testing including routine grain size and 2009-2011. proctor testing. Page 2 Bruce Polan GHD hold Work history 1993—present Associate, GHD(formerly Inspec-Sol Inc.),Waterloo, ON 1989- 1992 Peto Maccullum Ltd., Kitchener, ON 1986- 1989 Dominion Soil Investigation Inc., Waterloo, ON Page 3 PIM Abdul Hafeez Khan GHD Geotechnical Engineer bill Qualified: B.Sc.Civil Engineering(B.Sc. Eng.), University of Engineering.&Technology, Lahore, Pakistan Connected: Registered Professional Engineer(P.Eng.)Ontario Professional Summary:Abdul Hafeez Khan joined GHD Ltd. (formerly Inspec-Sol Inc.)in 2006,and has accumulated 1 over 34 years of experience in geotechnical, material testing, pavement design/construction/reconstruction, and civil engineering projects abroad and in Canada. Mr. Khan has managed, implemented and completed numerous geotechnical investigations for buildings,roads, underground utilities,wind towers, solar panels&associated transmission line projects. He is involved in quality control/quality assurance of various construction projects,which included reviewing field inspection and laboratory testing reports, preparation of summary reports and their timely transmittal to Clients. As Laboratory Manager of the soil,aggregates and concrete testing laboratory in Waterloo, his responsibilities include management of the daily laboratory affairs,final review of the test results to ensure the tests are conducted in accordance with the relevant standards,and timely transmittal of the laboratory test results to the Clients. Installation of geotechnical instrumentation,data recovery,analysis, interpretation and graphical presentation is his field of interest. Mr. Khan has previously worked as ISO representative for Waterloo,and has conducted various internal audits. EXPERIENCE (Laboratory Management) Category: Geotech_________________________________________ Instrumentation Laboratory Manager Project Engineer Soil, Aggregates and Concrete Testing Slope Inclinometer,Vzometer, Laboratory,Waterloo I GHD Limited Waterloo, Installations and Datuation I Clean Ontario I 2008—2018 (Present) Harbour Landfill, SouOntario 12008 to Management of GHD Limited,Waterloo Laboratory.The 2014 Waterloo laboratory is certified by CCIL in concrete As Project Engineer, provirvices for slopecategory-1 and soil and aggregate for Type'C'and Type monitoring during landfill ccavation at the CleanD'. Experience in reviewing the day-to-day tests carried Harbors Landfill by installie inclinometers,vibratingout to ensure the tests are carried out in accordance with wire piezometers,and surs.The installationthe relevant CSA standards, MTO laboratory manual and oversight,setting trigger pnd evaluation ofASTM standards.The test results were communicated to monitoring frequency was the assignment. Data the Client in a timely manner. collection from the installed instruments,data evaluation, graphical presentation and evaluation of the stability of Project Engineer/Senior Project Manager excavated cell slopes provided on a monthly basis.The Quality Control Testing I Southern Ontario Projects 2008 to 2018 (Present) annual monitoring and inspection report was provided as part of the assignment. Review of the field inspection reports,field and laboratory Project Engineer test results for various large to small wind energy projects Geotechnical Instrumentation and Slope and associated substations,roads rehabilitation/ reconstruction projects, landfill projects and various Inspections I Kincardine Waste management industrial/commercial buildings across Southern Ontario, Centre, Kincardine, Ontario 12012 to 2018 to ensure the field and laboratory test results meet the (Present) relevant standards and project specifications.The field As Project Engineer,provided semi-annual monitoring of inspection reports review involved inspection of various the active Kincardine landfill located along North foundations and road subgrades,compaction test results Penetangore River banks,to fulfil the conditions of the carried out on excavation backfills, granular and asphalt Certificate of Approval.The monitoring comprised visual pavements for roads, and field testing of foundation/walls slope inspections, collection of data from the slope and pedestal concrete and grouts.The laboratory test inclinometers installed along slope crest and results review included laboratory tests carried out on measurement of survey pins installed along river banks. soils,aggregates,and concrete samples taken from the The results of semi-annual monitoring events were materials used on these projects. discussed in annual monitoring inspection report,with the recommendation of future monitoring frequency. Page 1 Abdul Hafeez Khan GHD bowl Category: Geotechnical Investigations — our laboratory.Test results were reviewed,validated and Buildings incorporated in the geotechnical report. EXPERIENCE (Building Structures Project Engineer Foundations) Proposed Residential Building at Hillsburg Ontario I Doug Fregin I Hillsburg/Ontario I May Project Engineer to Sept 2016 Proposed Single Storey Commercial Building, Managed, supervised and completed geotechnical Waterloo, Ontario I Co!dwell Banker Peter Benninger Realty(Waterloo/Ontario I May investigation for a two-storey residential dwelling and October 2017 associated garage in close proximity of an existing lake. The assignment included capturing field data,analyzing Carried out geotechnical investigation for the construction field and laboratory test results,and geotechnical report of a 650 m2 commercial building(with potential basement preparation.The geotechnical investigation report construction)at an existing developed property. SOW included recommendations to assist in design and comprised advancing 5 boreholes to 6.5 m depths within construction of the proposed structure.The high the proposed building footprint. Based on the results of groundwater table in saturated sands and the adjoining subsurface soil and groundwater conditions geotechnical lake was noted to be of potential concern for dewatering recommendations were provided for the Site preparation, during construction and future livability. ULS/SLS bearing capacities for building structures, slab- Recommendations were provided for installation of helical on-grade granular bedding with modulus of subgrade screws/anchors to resist hydrostatic pressure on the reaction, site services design&bedding requirements, below ground structure and its waterproofing. excavation&groundwater control, excavation trenches Geotechnical laboratory testing was carried out in our backfilling &compaction requirements, pavement laboratory.Test results were reviewed,validated and component thickness design for reconstruction of incorporated in the geotechnical report. associated parking lot,and seismic site class. Project Engineer Project Engineer Proposed Building 4 at 112 Pinebush Road, Proposed Mixed-Use Commercial/Retail, Cambridge I Branthaven Development Corp. Residential Building, Kitchener, Ontario I 607 (BDC) I Cambridge/Ontario July—Aug 2016 King General Partnership I Kitchener/Ontario I Managed, supervised and completed geotechnical May 2016—Feb 2017 investigation for a developed parcel of land to determine Worked as a team member to complete a preliminary foundation design options for its potential buyer"BDC"to geotechnical investigation at three properties located in construct multi-storey commercial and residential Kitchener.The proposed redevelopment includes structure.The assignment included preparation of construction of 8-storey office building, 11, 28&26 storey geotechnical scope of work, locates clearance, capturing three residential towers, associated parking lots and a field data in investigation boreholes, analysis of field and safety barrier wall adjacent to an existing railway track. laboratory data, preparation of field logs and geotechnical The multi-storey structures included one or two levels of report, providing recommendations for various foundation underground parking lots.21 boreholes to depths varying options for multi-storey building structure in accordance from 5 m to 34 m bgs were installed.A geotechnical with the scope of work.The report helped the Client report was prepared providing the recommendations for making informed decision about purchase of land for its the redevelopment and construction of the proposed high- intended redevelopment.Geotechnical laboratory testing rise structures. was carried out in our laboratory. Test results were Project Engineer reviewed,validated and incorporated in the geotechnical Proposed OPP Development, Clinton, Ontario I report. Infrastructure Ontario I Clinton/Ontario I Aug— Project Engineer Oct 2016 Vacant Land East of 30 Pinebush Road, Worked as a team member to complete a preliminary Cambridge I Belmont Equity Partners c/o CRA geotechnical investigation at the vacant parcel of land for Cambridge/Ontario I Mar—May 2015 the proposed OPP building structure in Clinton. Managed Managed,supervised and completed geotechnical and supervised field investigation to include geotechnical investigation for a 35 acres vacant parcel of land to and environmental soil sampling from boreholes drilled determine foundation design options for its potential buyer across site. The assignment included locates clearance, "Belmont Equity Partners"to construct single and multi- capturing field data,analysis of field and laboratory test storey commercial and industrial structures.The field results, preparation of field logs and input for geotechnical investigation was conducted in conjunction with report. Geotechnical laboratory testing was carried out in environmental soil sampling for the ESA Phase-Il.The Page 2 PMIR Abdul Hafeez Khan GHD boa assignment included preparation of geotechnical scope of Category: Geotechnical Investigations- work, locates clearance,training and supervision staff to Roads capture field investigation data, analysis of field and laboratory data, preparation of field logs and geotechnical EXPERIENCE(Road Pavements & Utilities) report, providing recommendations for various foundation Project Manager options for single,two and multi-storey building structures Weber Street South I City of Waterloo I Union in accordance with the scope of work.The report helped St. E to Erb St. E/Waterloo/Ontario I June to the Client making informed decision about purchase of August 2016 land for its intended development. Geotechnical laboratory testing was carried out in our laboratory.Test Geotechnical investigation for the watermain installation results were reviewed,validated and incorporated in the was conducted,which comprised installation of boreholes geotechnical report. and monitoring wells.The project was handled from proposal to final report preparation, and included project Project Engineer management,setup for locates,driller,field drilling Apple Self Storage Facility I TransForce oversight,and laboratory testing. Geotechnical laboratory Company do CRA 149 Overland Drive/ testing was carried out in our laboratory.Test results were Kitchener/ Ontario I Oct.-November 2015 reviewed,validated and incorporated in the geotechnical Managed,supervised and completed geotechnical report.The recommendations for installation,trench investigation for proposed 5 single to three-storey repair, and management of surplus soils were provided in buildings on a developed parcel of land, as part of the geotechnical investigation with a discussion on redevelopment.The existing single storey(partial groundwater control and need for permit to take water. basement)structure was proposed for demolition.The Project Engineer potential buyer requested for site characterization to Sereda Road City of Kitchener do CRA determine feasibility of proposed building foundations and Arnold St. to Union St./Kitchener/Ontario help decide in purchasing the land.The assignment August 2014 to February 2015 included preparation of geotechnical scope of work, g locates clearance through OOC and private locator,field Inspec-Sol collaborated with CRA design team to assist in drilling oversight, analysis of field and laboratory data, design, installation and contract administration of preparation of field logs&geotechnical report preparation, proposed watermain replacement and installation on a providing recommendations for various foundation options road segment for the City of Kitchener.The project was for single and two to three-storey building structures in handled from proposal to final report preparation,and accordance with the scope of work.The report helped the included locates,field drilling oversight, laboratory and Client making informed decision about purchase of land environmental testing. Geotechnical laboratory testing for its intended redevelopment. Geotechnical laboratory was carried out in our laboratory.Test results were testing was carried out in our laboratory.Test results were reviewed,validated and incorporated in the geotechnical reviewed,validated and incorporated in the geotechnical report.The recommendations for installation,trench report. repair,and management of surplus soils provided in the Project Engineer geotechnical investigation were incorporated in the final Proposed Redevelopment I Gateman Milloy design drawings for tender preparation. 1458 Weber Street E/Kitchener/Ontario I Project Engineer November-December 2012 Ontario Street Rehabilitation I City of Windsor The Client intended to purchase a developed parcel of do CRA I Windsor/Ontario I February-April land with an existing single storey building located at 2015 above address. During the due diligence period, Client Geotechnical investigation was conducted on a portion of approached us to conduct a site characterization for Ontario Street in Windsor for installation of storm relief proposed expansion of existing building or complete sewer and road reconstruction. Recommendations based redevelopment. Based on subsurface soil,groundwater on the results of drilled boreholes were provided for the investigation, monitoring well installations and excavation, installation,groundwater control, reuse of geotechnical/environmental testing on soil and ground excavated soils,pavement thickness design and water samples provided recommendations for design and construction methodology.The scope of work included construction of the proposed redevelopment. soil samples review, lab testing,field and laboratory data Geotechnical laboratory testing was carried out in our analysis and preparation of geotechnical investigation laboratory.Test results were reviewed,validated and report. Geotechnical laboratory testing was carried out in incorporated in the geotechnical report.The report our laboratory.Test results were reviewed,validated and provided the client in making informed decision about incorporated in the geotechnical report. purchase of land.The investigation was critical for the buyer, as the area in the vicinity used to be a small landfill. Page 3 Abdul Hafeez Khan l ° fi E� Project Engineer Project Engineer King St. &Watkins St. Rehabilitation I City of King Edwards Neighborhood Reconstruction Windsor c/o CRA I Windsor/Ontario I February- City of Kitchener c/o CRA I May 2014 to August April 2015 2015 Geotechnical investigation was conducted on King St. and Geotechnical inspections and materials testing services a portion of Watkins Street in Windsor Ontario for for the roads reconstruction project located in King replacement of existing combined sewers,watermain and Edwards Neighborhood in the City of Kitchener.The reconstruction of road pavements with associated curb services included analytical testing of impacted soils, and gutter.Recommendations based on results of subgrade testing, compaction testing on trench backfilling, subsurface soil and groundwater conditions through roads subgrade,granular&asphalt pavement and field installed boreholes were provided for the excavation, and laboratory testing of concrete used in curbs and installation, groundwater control, reuse of excavated soils, sidewalks. Geotechnical laboratory testing was carried out pavement thickness design and construction in our laboratory. Test results were reviewed,validated methodology. and used in quality control documentation. Project Coordinator Category: Geotechnical Investigations - Geotechnical Investigation Program I Regional Solar Farm Municipality of Waterloo I Cambridge, Kitchener,Waterloo/Ontario(2011) EXPERIENCE(Photovoltaic Solar Power Active team member in managing and completing the Generation) geotechnical investigations for the twenty(20)road Project Engineer segments included in the 2011 geotechnical investigation Cripton and Haja Solar Farms I GP Joule program.The geotechnical recommendations provided for Milton/Ontario I Oct.-Nov. 2014 rehabilitation and reconstruction recommendations also Geotechnical investigations carried out for fixed or single- included life cycle cost analyses for each option. The axis tracker ground-mounted solar system comprising rehabilitation options comprised of asphalt overlay, and central inverter supported photovoltaic(PV)module high overlay combined with foamed Asphalt and Cold-in-Place racking systems, and associated communication system Recycling.The reconstruction option comprised of flexible comprising overhead and underground transmission lines pavement structures.The design recommendations were for two solar farm projects(Haja and Cripton)located in based on the results of visual inspections and borehole Milton, Ontario. Based on the subsurface soil& investigations.The primary cause of distress in the groundwater conditions determined through BH existing pavements was identified and design installations, recommendations were provided for various recommendations were provided accordingly.The footing options comprising conventional shallow, augered structure number based designs were carried out in piles, soil anchors and micro/helical piles. accordance with the MTO Publication'Adaptation and Recommendations were provided for transmission pole Verification of AASHTO Pavement Deign Guide,for foundation designs comprising conventional concrete Ontario Conditions dated March 2008. pads or cast-in-place bored piles,and directional drilling Category: Geotechnical QC Services - for transmission line running through existing wetland. The assignment was handled from locates and field Roads drilling oversight to data analysis and geotechnical report EXPERIENCE(Road Pavements & Utilities) writing. Geotechnical laboratory testing was carried out in Project Engineer our laboratory.Test results were reviewed,validated and Union-Maple-Sereda Roads Reconstruction incorporated in the geotechnical report. City of Kitchener c/o CRA I July- Dec. 2015 Category: Infrastructure-Wind Power GHD(formerly Inspec-Sol/CRA)provided quality control Generation services during construction stage of the three roads for EXPERIENCE (Wind Power Transmission Lines) the City of Kitchener.The services included,soil sampling for environmental testing,compaction of trench backfill, Project Team Member road, subgrade, granular and asphalt pavement structure, 138 kV Overhead Transmission Line I Eptcon including field testing of concrete for the curb and Limited I Niagara Region Wind Farm/Region of sidewalk.The laboratory testing included grain size Niagara, Ontario I July-October, 2015 distribution and standard Proctor test for the subgrade Geotechnical investigations carried out for NRWF Project, and granular materials, and the compressive strength comprising about 47 kms of transmission line.The testing of concrete cylinders.All test carried out in our investigation was carried out for 27 kms of line connection laboratory.Test results reviewed and transmitted to from North substation of South substation(13 kms)and Client. from North substation to Smithville, in Niagara Region. Based on the subsurface soil and groundwater conditions Page 4 Abdul Hafeez Khan GHD determined through installation of boreholes,auger validated and incorporated in the geotechnical report. probes and rock coring,geotechnical recommendations Upon review of the regional geology, rock core samples were provided for foundations for the transmission line and compressive strength results of the tested core poles.The recommended foundations included caissons samples the bedrock in work area was identified as in soft, and soft/stiff clays,and rock anchors driven into limestone/dolostone cherty,in general, making boring a shallow bedrock. Geotechnical laboratory testing was difficult task. Natural partings/fractures,and clay and rock carried out in our laboratory.Test results were reviewed, fragment filled voids were also observed in some core validated and incorporated in the geotechnical report. hole locations.The factual results of the investigation EXPERIENCE (Wind Power Substations) provided guideline for the contractor in selecting appropriate equipment for horizontal boring method. Project Engineer North, South and Interconnect Substations I Category: Infrastructure Eptcon Limited I Niagara Region Wind Farm/ Project Engineer Region of Niagara, Ontario I July-Oct., 2015 Chemtura RAP Forcemain I Chemtura Canada Geotechnical investigations carried out for the three Elmira/Ontario I Dec. 2014-Feb. 2015 substations as part of the NRWF Project.The Geotechnical investigation was carried out for expansion investigation involved advancing geotechnical boreholes, of the Off-Site Collection and Treatment System owned colleting soil samples for geotechnical laboratory testing and operated by Chemtura, located in Elmira. Based on and environmental screening.Geotechnical laboratory the subsurface soil and GW conditions obtained at the testing was carried out in our laboratory. Test results were installed boreholes,area geology and laboratory test reviewed,validated and incorporated in the geotechnical results,preliminary recommendations were provided to report. Based on the subsurface soil and groundwater aid the Client in design and installation of the proposed conditions encountered in the installed boreholes,a forcemain, using open-cut trench excavation and separate geotechnical investigation report for each trenchless technology method,which comprised Jack and substation was provided to the Client with detailed Bore,and horizontal directional drilling technique with foundation options for the substation equipment structures identification of associated risks and difficulties. and control buildings. Project Manager Role on project Foundation Recognition-Voice Radio Towers Bedrock Coring-Jericoh Wind Energy Project I Region of Waterloo I Woolwich &Waterloo/ Avertex Utility Solutions I Lambton County/ Ontario I November 2014-February 2015 Ontario I July-August 2014 The Region of Waterloo intended to install additional Geotechnical investigation carried out for installation of equipment on the existing 200 feet tall, 24-inch steel electrical cables as part of Jericho Wind Energy Project. guyed tower at Conestoga and 120 feet tall knock-down Based on subsurface soil, rock, GW conditions and self-supporting tower at Cross Hill locations. Region laboratory testing on soil and rock core samples,factual retained our services to identify the existing conditions of report was provided to aid in installation of underground soil,foundation and concrete footings, including the extent utility cables using open-cut and horizontal boring of rebars in foundation concrete using non-destructive methods.Geotechnical laboratory testing was carried out testing. Based on the finding of the installed test pits, in our laboratory.Test results were reviewed,validated drilled boreholes and GPR scanning of the existing and incorporated in the geotechnical report. foundation concrete,a factual investigation report was Project Engineer submitted to the Region,which helped the Project Bedrock Coring-GREP Transmission Cable I Consultant in determining the suitability of existing Avertex Utility Solutions I Haldimand County/ foundation for installation of safe additional loading at Ontario I May-June 2014 each tower location.The assignment involved preparation of proposal,cost estimate, underground locates through Avertex during installation of underground transmission Ontario One Call and private utility locator,field test pits cable as part of Grand Renewable Energy Project, using and boreholes installation oversight,data analysis and open-cut and horizontal boring methods faced hardship in report preparation. boring in the existing shallow bedrock.Avertex approached us to take continuous rock core samples along the proposed transmission route at select locations scattered throughout the project length,and identify the rock quality within the design installation depth of the underground transmission cables. Based on the laboratory testing on recovered rock core samples, a factual report was provided to Avertex. Geotechnical laboratory testing on recovered core samples was carried out in our laboratory.Test results were reviewed, Page 5 GHD Abdul Hafeez Khan hod Other related areas of interest Recognized (Certifications/Trainings) (additional qualifications, honors,awards,etc.) • Helical Pile and Micropile Installation Course—EBS Geostructural Inc. (Professional Development Hours),January 2018 • Helical Pile and Micropile Installation Course—EBS Geostructural Inc. (PDH),April 2017 • Helical Pile and Micropile Installation Course—EBS Geostructural Inc. (Professional Development Hours),April 2015 • Attended two Days course on Slope Inclinometer, conducted by Slope Indicators in Calgary,Alberta. A short course for installation of slope inclinometers,data acquisition,data analysis and its graphical presentation including error identifications,2009 • Design of Piled Foundations,A one-day workshop by B. H. Fellenius,2007 Evaluation of Soil Liquefaction and It's Link to 2005 National Building Code of Canada,2005,A short course by Dr. Peter Robertson, University of Alberta,2007 Work history 2012—present Senior Project Manager, GHD Limited (formerly Inspec-Sol),Waterloo,ON 2006-2011 Project Engr./Project Manager, GHD Limited(formerly Inspec-Sol), Waterloo, ON 2002—2006 Geotechnical Engineer, E.I.T., Technician, Soil Probe,Toronto, ON 1985—2002 Assistant Engr./Senior Engineer, Roads&Buildings, Pakistan Page 6 Appendix B GHD Project Summaries GHD I Landfill Engineering Services 1004074(99) PRI GVHD Project Waste Management Centre, Kincardine, Ontario Project Description GHD provided technical investigations and assessment, The KWMC is the principle landfill for the Municipality. It conceptual design, regulatory approval documentation, comprises a total area of 40.5 hectares,of which 5.5 detailed design, and construction oversight for the hectares are approved for the disposal of 755,152 cubic development of the Phase 2 disposal area and the on-site metres(m3)of solid non-hazardous waste.The site began leachate treatment facility for the Kincardine Waste accepting waste in the 1970s,and as of 2015, has Management Centre(KWMC), as well as annual monitoring approximately 640,000 m3 of remaining disposal capacity. and reporting. In 2008, GHD reviewed the approval documentation for the Client site and determined that the conceptual design proposed Municipality of Kincardine did not utilize the full waste disposal capacity approved in the documentation.A waste capacity determination was Duration conducted and approved by the Ontario Ministry of the Ongoing Since 2008 Environment and Climate Change(MOECC)resulting in the current approved capacity. Project Value GHD prepared three submissions to obtain the technical $4 million(Capital),$1.5 million (Professional Services) approvals to utilize the full approved capacity.These Challenge reports were (a)Hydrogeologic Characterization and Design Assessment for the KWMC, (b)Design and The KWMC,formerly Ward 2 Landfill site, is owned and Operations Plan for the KWMC,and (c)OWRA Section 53 operated by the Municipality of Kincardine(Municipality). Application and supporting document for the KWMC When GHD was retained,the Phase 2 disposal area was surface water management system. estimated to have a 9-year lifespan. GHD reviewed the KWMC approval documents and determined that the A wetland bisects the site,so the site entrance and material landfill had potentially a significant,greater approved recovery/public drop-off centre are located on the southern capacity, and together with the Municipality,developed a portion of the site with the disposal area on the northern program and design to develop the KWMC to provide portion.The site design consists of seven cells that are waste disposal capacity for the Municipality for the next 40 excavated up to 9 m below grade. A groundwater years. interceptor was designed to control the water table elevation on the eastern side of the landfill cells.The revised design for the site provides the Municipality with WATER I ENERGY & RESOURCES I ENVIRONMENT I PROPERTY & BUILDINGS I TRANSPORTATION over 40 years of waste disposal capacity. Saugeen Valley For more information please contact: Conservation Authority approval was required for the site info-northamericara'�.ghd.com infrastructure located within the wetland that bisects the site(regulated area)as well as the internal site road that crosses the wetland. The assessment of leachate management options was conducted and based on the assessment the Municipality decided to proceed with the development of an on-site leachate treatment facility. GHD designed an on-site leachate treatment facility that discharges to the on-site wetland. The MOECC approved the leachate treatment facility in 2015. The leachate treatment facility is an oxic/anoxic treatment system and has a rated capacity of 55 m3 of leachate per day. Construction of the leachate treatment facility commenced in 2015. GHD conducts the annual monitoring that includes surface water, groundwater,slope stability,and landfill operations and prepares annual reports that are required to be submitted to the MOECC. Outcome The KWMC provides the Municipality with a secure and modem waste disposal facility for the next 40 years. It provides a focus on waste recycling through the Public Drop-Off Area that is efficient and allows additional waste recycling programs to be added over the 40 year period. The initial phase of the development will be completed in 2016 and includes the initial disposal cell completed in the first half of 2012;the site entrance,scale and scale house, Public Drop-Off Area, reuse building,0.5-kilometre landfill access road that were completed in the fall of 2012; and the leachate treatment facility that will be completed in the spring of 2016. GHD has completed all of the approval, detailed design, and construction supervision of the initial works and continues to monitor and provide annual reports on the site. www,ghd.com PoiII GHD Project Mid-Huron Landfill Site, Holmesville, Ontario Project contours,site life projections, leachate collection system, GHD provides environmental engineering services in contingency plans,stormwater management plan, landfill support the Mid-Huron Landfill, including the development operation transition plan, and landfill development and of a landfill base,final contours,site life projections, operations plan. In addition,a leachate treatability study leachate collection system, contingency plans, stormwater was conducted for the Goderich wastewater treatment plant and design of a leachate transfer/equalization tank management plan, and ultimately a closure plan. and discharge system. GHD obtained approvals from the Client Ontario Ministry of the Environment for the landfill plan,the Mid-Huron Landfill Site Board stormwater management plan, and the leachate facility. In association with the overall program, GHD also prepared a Duration recycling feasibility study and a 50-year post-closure Ongoing Since 1985 reserve fund assessment. Project Value The existing waste disposal area that had been used for approximately 20 years was closed in 1990, according to >$1 million the closure plan developed by GHD.The new disposal Challenge area was constructed in late 1990 and commenced operation in early 1991 and was designed to provide waste GHD provides environmental engineering services to the disposal for the municipalities for approximately 20 years. Mid-Huron Landfill Site Board(Board).The Board The construction of the landfill base and leachate collection represents five municipalities within Huron County and one system was staged with a new stage developed every 3 to municipality within Bruce County and operates the Mid- 5 years. The final cover is progressively being completed Huron Landfill site located near Holmesville, Ontario. GHD as areas of the landfill reach final waste grades. GHD commenced work for the Board in 1985. completed a design and specifications for the final cover, Description assists the Board in retaining a contractor to install the final The initial work consisted of conducting a hydrogeologic cover when required, and provides construction inspection and contract administration.As of 2015,the landfill base study to determine the suitability of the site for continued was fully constructed,and approximately 85 percent of the landfilling. Based on the physical constraints and a final cover was constructed.The landfill currently has about geologic/hydrogeologic assessment of the site, GHD 2 years of remaining waste disposal capacity. developed a conceptual landfill design and operations plan that consisted of the development of a landfill base,final WATER I ENERGY & RESOURCES I ENVIRONMENT I PROPERTY & BUILDINGS I TRANSPORTATION GHD designed the leachate transfer/equalization facility, which was constructed in 1993 within the Town of Goderich,as per the leachate treatability study recommendations. As part of the anticipated landfill closure, in 2008 GHD developed the closure plan for the site, including the development of a waste transfer station and municipal hazardous and special waste (MHSW)facility. In association with Huron County(County), an MHSW depot was designed,approved, and constructed at the landfill site for the receipt and transfer of MHSW from the County. Outcome GHD's current work includes conducting the annual monitoring and reporting of landfill progress and groundwater/surface water assessments, biannual assessments of the post-closure reserve fund, as well as ongoing engineering related to the operations and closure of the landfill. GHD is currently working with the Board in the transition plan from landfill operations to waste transfer operations. For more information please contact: info-northamericana ghd.com 000759 A-December.20i5 j .414116,. PIM GHD www.ghd.com PIIIII GHD Project ilia p. . P. • .,ih.a N .ice kiiiir • _tk / yF Northumberland County Landfills, Northumberland County, Ontario Project recently, GHD has assisted the County in developing a GHD provides annual sample collection,analytical detailed design,operation, and closure plan for the services, and report preparation for nine landfill sites. Seymour Landfill site.The plan outlines details for the cessation of waste deposition at the site and the change to Client transfer station. County of Northumberland The current monitoring program comprises the sampling, Duration field measurements, and laboratory analyses of approximately 206 surface water samples, 503 Ongoing Since 1999 groundwater samples, and 55 domestic water samples Project Value annually. In addition to sampling and analysis, approximately 96 landfill gas measurements and 118 $2.25 million surface water flow rate measurements are made annually. Challenge General engineering services tasks include attendance at meetings with the Ontario Ministry of the Environment and GHD provides annual sample collection,analytical Climate Change(MOECC), representatives for the County, services, and report preparation for nine landfill sites and members of the public;providing engineering advice located throughout Northumberland County(County). The on the development of closed and open landfills; providing landfill sites are generally located within or adjacent to the project management services for new monitoring well geologically complex physiographic region known as the installations; providing engineering advice and design Oak Ridges Moraine. services for remedial works at active or closed landfills; Description designing new leachate collection and/or treatment Groundwater monitoring of the various hydrostratigraphic systems;and designing improvements to existing leachate units within thick overburden sequences present across collection and/or treatments systems. these sites requires knowledge of a variety of monitoring Outcome well sampling techniques.Additional works undertaken The scope of the project has been controlled to date as a have included trigger level assessments, leachate result of having a clear definition of the scope of work, management plan developments,contingency plan further resulting from close consultation and open development, and hydrogeologic investigations. Most WATER I ENERGY & RESOURCES I ENVIRONMENT I PROPERTY & BUILDINGS I TRANSPORTATION communication with the client.The project budget is closely managed electronically on a monthly basis using BSTTM an Internet-based accounting system,to ensure budget overruns do not occur.All monitoring and reporting activities have been completed on time and within budget. For more information please contact: info-northamerica(a�ghd.com www.ghd.com Plug Project WWI '.l J 'F ke.. � '` ] ' F itis ' �y►i & 3, x 4. ° 4'.1,1 �A,j . l- -# •44` � . +ti4 .: tt 1• '. .,. , y 41..14., .- w_ s• .: .s a �1 Landfill Monitoring, County of Lambton, Ontario Project quality, leachate quality, and landfill gas monitoring.GHD GHD provides ongoing monitoring and reporting for five successfully negotiated three monitoring program closed landfills- rationalizations with the Ontario Ministry of the Environment for the County's three closed landfill sites, achieving Client significant reductions in sampling locations and/or ' County of Lambton frequencies while maintaining responsible environmental monitoring of the sites. Duration Ongoing Since 2006 Outcome To date, GHD has successfully managed monitoring Project Value schedules and deadlines and provided top quality services Confidential and products while consistently remaining under budget. Challenge GHD was initially retained by the City of Sarnia in 1986 and subsequently by the County of Lambton(County)in 1990 For more information please contact: to provide engineering services and ongoing monitoring info northamerica(a qhd-com and reporting for the Sarnia Landfill site and the Sarnia Leachate Treatment Facility. GHD has since been retained to provide solid waste engineering, monitoring, and reporting services for five landfills owned by the County, including the Brooke, Dawn, Moore, Sarnia,and Sombra Landfills. Description GHD has been responsible for completing the annual monitoring and reporting requirements,including data quality assessments and validation for all samples collected for the above noted landfills.The monitoring program includes water level measurements and the collection of samples for surface water quality,groundwater WATER 1 ENERGY & RESOURCES I ENVIRONMENT I PROPERTY & BUILDINGS I TRANSPORTATION GHD Project ilia r---- .. \ :z. K,-;, 4:!...--. a a Waterloo Landfill Site, Waterloo, Ontario Project hectares(175.7 acres)is approved for the disposal of GHD has provided comprehensive engineering services at domestic,commercial, and non-hazardous solid industrial this municipal landfill encompassing regulatory approvals, waste. GHD prepared the site design and development detailed design,tender administration, construction plans for the original landfill area and the North and South inspection,contract administration,and warranty support Expansion areas, including the design of leachate for new landfill cells, leachate and landfill gas(LFG) collection systems and the landfill gas(LFG)collection management systems, surface water management systems. systems, and groundwater extraction systems. In support of the long-term expansion of the landfill, GHD completed hydrogeologic investigations and undertook Client detailed groundwater modelling.This work was used in part Regional Municipality of Waterloo for the development of a compliance and predictive trigger level monitoring program as the basis for the site Duration contingency plan implementation assessment process. In Ongoing Since 1976 response to the results of the hydrogeologic investigation Project Value and modelling, GHD developed the leachate management plan for the North and South Expansion areas and Confidential prepared a design and operation report and site Challenge development plans in support of obtaining the required Since the landfill commenced operations in 1972, GHD has regulatory approvals. been involved in almost all aspects of the site. During that Since 1993, GHD has provided expertise to the RMOW time,GHD has assisted in all aspects of landfill operations with respect to managing LFG. Initially, GHD completed an and management, including services in support of the LFG investigative study and extraction testing to determine expansion of the landfill to meet long-term capacity the feasibility of extracting LFG from the landfill. GHD requirements for the surrounding communities. completed the detailed design of the LFG collection and flaring systems as well as provided contract documents, Description contract administration, and construction supervision for The Waterloo Landfill site is located within and operated by the works. A utilization feasibility study was also completed the Regional Municipality of Waterloo(RMOW).The site by GHD,and assistance was provided to the RMOW in presently comprises a total area of approximately 126.5 selecting a developer to utilize the LFG. GHD has hectares(312.6 acres),of which approximately 71.1 maintained a connection with the work conducted at the WATER 1 ENERGY & RESOURCES I ENVIRONMENT I PROPERTY & BUILDINGS I TRANSPORTATION site through involvement with various projects related to the LFG collection and control system since it was installed in 1995.A key objective for the Region has been odour control. GHD's range of engineering services encompasses assistance in obtaining regulatory approvals and providing detailed design, tender administration,construction management, contract administration, and warranty support on behalf of the RMOW. Outcome GHD has maintained involvement with the site by continuing to provide engineering services encompassing assistance in obtaining regulatory approvals, providing detailed design, tender administration, construction inspection, contract administration,and warranty support for numerous site development projects, including new landfill cells, leachate management systems, LFG management systems, surface water management systems, and groundwater extraction systems. In addition, GHD has been responsible for all field monitoring activities associated with the site's groundwater, surface water, and leachate monitoring program. GHD continues to provide the RMOW with technical support related to the development and operation of the site. For more information please contact: info-northamericaa,ghd.com - f f r±. . • -`Ty, 1 , �{ I y 'R v } www.ghd.com - t Wig GHD Pro�ec -�' :. 1, 4 0.4414 74474. - if Green Lane Landfill, St. Thomas, Ontario Project of the landfill, namely the Interim Expansion of 9.6 ha(23 For over 40 years,GHD has provided comprehensive ac)in 1994,the Long-Term Expansion of 24.6 ha(60 ac)in consulting,engineering design,construction management, 1999, and the Site Optimization Expansion of 27.3 ha(67 and operation support services for the Green Lane Landfill. ac)in 2006.Together with the original landfill area,these three expansion areas comprise a total landfilling footprint Client of approximately 71.2 ha(174 ac). For each expansion, City of Toronto GHD successfully conducted Environmental Assessments (EAs); obtained necessary regulatory approvals;completed Duration hydrogeological investigations; prepared landfill design and Ongoing Since 1977 site development plans that incorporated designs for landfill cells, leachate collection, surface water, stormwater, and Project Value landfill gas(LFG)collection;calculated annual financial >$100 million assurance requirements, and initiated public consultations and liaisons with First Nations communities and the Kettle Challenge Creek Conservation Authority. St.Thomas Sanitary Collection Service Limited and Green Key GHD design features of the landfill include the Lane Environmental Group Limited initially retained GHD in following: 1977 to provide comprehensive engineering and hydrogeological services for the design and approval of the • Natural clay base liner and leachate collection system original Green Lane Landfill site. In 2007,the City of as part of the hydraulic trap design,commencing with Toronto (City)purchased the site and retained GHD to the construction of the Interim Expansion Area in 1994 continue providing engineering services from 2007 to 2012, • Leachate treatment plant(LTP)capable of treating a in addition to the ongoing landfill operations contract.The leachate volume of 131 cubic metres per day(m3/d), Green Lane Landfill provides safe,effective, constructed and commissioned at the site in 2001 environmentally sustainable,and long-term residual waste management. • Polishing basin and associated riparian corridor also constructed in 2001,to enhance quality of the treated Description leachate effluent and stormwater prior to discharge to The site covers a total of 129.7 hectares(ha),or local creek approximately 318 acres(ac).Since landfilling commenced in 1978, GHD has facilitated three successive expansions WATER ( ENERGY & RESOURCES I ENVIRONMENT I PROPERTY & BUILDINGS I TRANSPORTATION • LFG management system comprised of LFG collection Outcome wells, lateral and main header gas collection pipes, Under contract with the City, GHD continues to provide and flare,installed and commissioned in 2004 operation, maintenance,and construction services for one In 2010, GHD prepared the detailed design and obtained of the largest landfill operations in Canada. regulatory approvals to expand the existing LTP to increase In 2017,the City of Toronto was awarded a bronze Solid treatment capacity to 300 m3/d and to expand the LFG Waste Association of North America(SWANA)Excellence management system to include an additional LFG flare with Award for Landfill Management for the Green Lane Landfill, a capacity of 4,400 cubic feet per minute (cfm).A part of operated by GHD. the improvements to the site's entranceway in 2012, GHD prepared the detailed design and obtained approvals and permits for the construction of a new scale house, dual weigh scales, and a stormwater pond and pumping station. For more information, please contact: info-northamerica(a�ghd.com GHD provided construction oversight for all aspects of (000721-049400 A—March 2018 landfill activities, including construction and expansion of the LTP,the stormwater management system,and the LFG management system, including expansion of the well collection field, horizontal trenches, headers,and additional flare in addition to cell excavation and the installation of the base liner and leachate collection system. For cell construction programs, GHD provided detailed cell design drawings,tender administration, construction inspection and testing,contract administration support,and cell preparation reporting on behalf of the City for landfill cells 3,4, 5,6, 7, and 8 of the West Optimization Area. Additionally, GHD was responsible for all field monitoring and sampling activities, including groundwater,surface water,stormwater, leachate, LFG, and benthic macroinvertebrates; preparation of all regulatory reporting requirements (i.e.,Annual Progress, LTP Performance, National Pollutant Release Inventory[NPRI],greenhouse gas [GHG],Air Monitoring),and communications with regulatory agencies and local conservation authorities. GHD provided technical expertise on an ongoing basis for the development and operation of the site, including LFG management and LTP operations. • • • k. rig GHD www.ghd.com Appendix C GHD Corporate Brochures GHD I Landfill Engineering Services 1004074(99) Y IOW 41•111•11V MIMIC 1 H D Welcome to G H D bout us D is one of the world's leading professional services companies technical capabilities, and robust systems to create lasting berating in the global markets of water,energy and resources, community benefits. vironment, property and buildings,and transportation.We provide Committed to sustainable development,GHD improves the physical, gineering,environmental,and construction services to private and natural,and social environments of the many communities in which blic sector clients. we operate.We are guided by a Practice Quality Management -tablished in 1928 and privately owned by our people,GHD System, ISO 9001:2008 and an Environmental Management aerates across five continents—North and South America,Asia, System, ISO 14001:2004 which are 3rd party certified. stralia, Europe,and the Pacific region.We employ more than In alignment with the global demands of water,energy,and .00 people in 200+offices to deliver projects with high standards urbanization, our aim is to exceed the expectations of our clients safety, quality and ethics across the entire asset value chain. and contribute to their success. riven by a client-service led culture,we connect the knowledge, ill,and experience of our people with innovative practices, For more information,visit www.ghd.com • • • • HD • • orth America locations •.• .: •• . • . • • • • • • . • • • • . • • • • • • • • • • • • • •• . • • • • • • • • • • -• • • • • • •• • • •/if/ i 4, .n� ill WATER I ENERGY & RESOURCES I ENVIRONMENT I PROPERTY & BUILDINGS I TRANSPORTATION GHD at-a-glance i 1 i ., i '. GHD a leading engineering, environmer f ., _ --wrirWa#--„ and construction services compa N '1114.111r .11 IIIIx 4 411 '!•erating in V + countries - - .y ,w '" 200+ 4 offices worldwide r , . .. , ,. 8 _ , ....,, ,.."4._-: . .. .. +years in operation 8500+ peopie n ..„ 2015 revenue*: f USD ■ billion / i 11 ,h ,.-l• . _- _ serving 5glob-,lrnark - • :; j:i ,` fie f `f . L ..: - , 75+ service lines GHD services • Agriculture • Forensic Engineering • Maritime&Coastal Engineering • Road Systems • Air&Noise • Forestry Management • Materials Handling • Security • Asset&Facilities Management • Geology • Materials Technology • Spatial Sciences • Aviation • Geotechnical • Minerals Processing • Stakeholder Engagement&Social • Bridges • Health Safety and Environmental • Mining Engineering Sustainability (HSE)Systems&Industrial Hygiene • Structures • Building Sciences/Physics • Mining Geosciences • Climate Change • HVAC • Natural Resources • Tailings(Mines&Residue) • • Hydraulics(Buildings) • Transportation Planning&Traffic Communication Systems • Pavement Engineering Engineering • Hydrocarbons Processing g 9 • Construction Contracting • Planning • Tunnels • Hydrocarbons Transportation • Contamination Assessment& Hydrogeology • Plant Engineering • Waste Management • Remediation • Policy&Economics • Wastewater&Stormwater Collection • • Industrial Water&Waste Dams Management • Power Delivery Systems • Data Management Services • Information Services • Power Generation • Wastewater Treatment&Recycling • Design Documentation • Instrumentation&Control • Project Management • Water&Wastewater Strategy& Planning • Electrical Engineering(Buildings) • Integrated Water Management • Railways • Water Efficiency • Electrical Engineering(Industrial) • Intelligent Transport Systems • Renewable Energy • Water Sciences • Emergency Response • Irrigation • Resource Evaluation • Water Transmission&Distribution • Engineering Procurement and • Land Development&Municipal • Risk • Water Treatment&Desalination Construction Management(EPCM) Engineering • Road Network Management • Waterways&Coastal • Fire&Life Safety • Light Rail • Food Processing *Revenue is reported in AUD.The USD figure shown here was converted using the WWW.g h d.c o exchange rates applicable to the months in which the revenue was earned. k > -r '1x' T - kt ;C�j" V 'ZZ k'A " `:•, `t 5'i yrz.i p T} ' I. --I -7 y Zvi it �y: �^fir, ..�,. . I J 1 m °�• . , lir-i-:1 f 1,11.7-_-4S.4t1. . -., .1,,Irli5 , ' _ „; . N,:- '' ' ...117=iJii. -1:" - � _ � .. ". _ .ice'=.. - _-T— ���'v."` _ .. aes 0 to 0 iia ea i«1 Solid waste management TER I ENERGY & RESOURCES I ENVIRONMENT ( PROPERTY & BUILDINGS I TRANSPORTATION Landfill gas F to ' r r_ • Gas Collection and Control System (GCCS) design -I i • System operation and maintenance I r , f i • System optimization and troubleshooting N. - Ex: • Treatment/utilization design implementation • Gas monitoring/sample collection • -41111 1 Landfill Gas Utilization - • Feasibility studies, design, and construction (e.g., gas- to-energy systems, flaring, heat, power) • As waste disposal and diversion regulations continue Utility interconnect assistance to evolve, the management of waste has become more • Gas conditioning system design complex and subsequently more costly. This has resulted in an increased need for proper long-term planning and • Power purchase agreement support management of waste, not only from a pollution control • Commissioning and start-up support standpoint, but also as a potential resource. GHD has the experience required to manage and improve waste management programs, and implement innovative Compliance designs and cost-effective solutions. • Canadian and U.S. regulations compliance assistance, GHD is considered an industry leader in the field of landfill including Title V, NSPS, and MACT gas(LFG) management through our experience in small- and large-scale LFG recovery and utilization programs. • SEQR/NEPA and Environmental Impact GHD professionals have contributed significantly to the field • Assessments (e.g., wetlands, air quality, surface water, through publishing technical papers, textbooks, and industry groundwater) guidance documents. • Permitting for landfills, control devices, and energy GHD is also actively involved in the development of projects alternative waste processing technology, including composting, anaerobic digestion, material recovery facilities, • Surface emissions monitoring programs and thermal treatment. • Regulatory liaison Solid waste management services Air quality GHD has performed solid waste design and construction • Carbon/emission credits evaluation, inventory projects for more than three decades throughout the world marketing, and verification with numerous clients under various regulatory frameworks. Our success has been possible through a combination of • Odor, noise, and air emissions assessment and open discussion with the client and the proper regulator abatement to determine the appropriate course of action. These • Landfill gas modeling and site emission inventories successes are a direct result of having the technical expertise and depth of personnel to provide engineering • Particulate emissions estimates services, and the knowledge of regulations and appropriate approval processes to achieve success for our clients • Surface emission rate testing, ambient monitoring, and and the industry. It is our goal to meet and exceed the source/stack testing expectations of our clients in a responsive, safe, and cost- • Air dispersion modeling effective manner. • Health risk evaluation 5e �pr reenhouse gas (GHG) management • Construction supervision, quality assurance and quality control Overall management (e.g., corporate strategy and policy development) • Facility start-up and commissioning GHG emissions inventories • As-recorded drawings and construction documents Auditing Engineering, design, construction and compliance Composting and recycling • Material recovery facilities/recycling and household .eachate and condensate hazardous waste depots • Composting process and facility design and Management construction Feasibility studies(e.g., treatment, utilization and • Construction and demolition sites discharge) • Waste transfer stations Collection and treatment systems design • Waste collection and hauling Recirculation system and bioreactor design Operation start-up and troubleshooting analysis Monitoring/sample collection Alternative waste processing and treatment • Anaerobic digestion facilities ,acility planning • Thermal treatment Landfill siting and approvals Waste inventory, audits, and characterization studies Operations, maintenance, and monitoring Waste forecasting and master planning and phased sequence development • Operation of landfill gas collection and treatment and utilization systems Waste diversion strategy development(e.g., composting, energy from waste, recycling, and reuse) • Operation of leachate collection, treatment, and/or recirculation systems Life cycle cost and analysis and closure and end-use plans • Leachate, groundwater, surface water, and landfill gas monitoring programs • Electronic data management .andfill design • Operator and staff training and development Site design, cell layout, and excavation and filling plans Landfill gas, leachate, and stormwater management and systems design �. Groundwater and landfill gas migration modeling ..� Landfill liner and final cover systems • Landfill remediation (e.g., investigation, design, • implementation) construction • Tender/RFP document preparation and evaluation Bid phase management and contract administration • • • • • •• • 1 Ole • • •• • • • • • • • • • • • 4. •• • • • • 4 •�• !`r • • • • •• • •• • • •S . •� • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • GHD • • • • • North America locations + • • • About GHD GHD is one of the world's leading professional services _:_� - -Y- companies operating in the global markets of water;energy <__and resources,environment,property and buildings,ander transportation.We provide engineering,environmental,and _ construction services to private and public sector clients. Established in 1928 and privately owned by our people,GHD operates across five continents—North and South America, Asia,Australia,Europe,and the Pacific region.We employ more than 8500 people in 200+offices to deliver projects with high standards of safety,ty,quality and ethics across the entire �--°---- asset value chain.Driven by a client-service led culture,we connect the knowledge,e,skill,and experience of our � _ g p people with innovative practices,technical capabilities,and robust systems to create lasting community benefits. Committed to sustainable development,GHD improves the physical,natural,and social environments of the many communities in which we operate.We are guided by a Practice Quality Management System, ISO 9001:2008 and an Environmental Management System, ISO 14001:2004 which are 3rd party certified. In alignment with the global demands of water,energy,and urbanization,our aim is to exceed the expectations of our clients and contribute to their success. ,'Pr . For more information,visit www ghd.com +:*= , _ i WWI www.ghd.co _ z Qyai, ������ I:., —A i ?, Y :.* •:14, • ( CC H CD ' Y `SEX ' X 1 j z CO 0 4t A 0 1 Z,4 q]l�[r' y e f f „ KJ a.''''1'' 3 ,., • , ,. , , ti • Q OE Lu y7`: 9 4;i i • i • y r / s< z 13 Lll• s \ ,,, , #,,h, . - . "i''' '.' ' tit 'i,,:'-,,. liti...:, • ..c.,,—,-'. .i ' . ° ' U CC • 111111 • • ; oo *. A' 1,- • • I- Cr W (15 H- .15 Lu . • • • Test drilling programs • Production welVwellfield design and construction • Aquifer testing • Well rehabilitation • Wellhead protection In solving complex groundwater supply problems,GHD's knowledge is supplemented by our numerical modeling capabilities. GHD has completed many small and large-scale test- drilling investigations,which are a critical component of all groundwater resource evaluations.These programs • GHD recognizes that satisfied clients are our greatest were conducted to define geologic and hydrogeologic asset and places the highest priority on meeting our conditions for overburden and bedrock aquifers,and clients' needs. GHD's diversified professionals and included test extraction and observation well construction. technical support staff are committed to providing • Observation and test extraction well construction a high-quality product and service through a team approach, hands-on experience, personalized service, • Fracture trace analysis using air photos to locate and technical expertise. GHD offers a complete range of potential high groundwater yielding areas hydrogeological and engineering services in the form of • Surface geophysical investigations, including Groundwater Resource Services. electromagnetic, resistivity,seismic, gravimetric, and ground penetrating radar to locate potential high Regional groundwater evaluation yielding water bearing formations In planning the development of communities, it is • Downhole geophysics to aid in the interpretation of the important to understand the region's water resources. geology and location of water bearing zones GHD is experienced in determining regional groundwater • Downhole video camera work resources.The data is often utilized to select potential • Packer testing and pumping tests to estimate well target areas for test drilling and ultimately aquifer testing yield and area of influence and groundwater sampling. Review of water well records • Water quality sampling and analysis to ensure water is including location of wells acceptable for potable use • Compilation and review of available geologic and Production well/wellfleld design and hydrogeologic information including quaternary construction geology,overburden thickness, and bedrock topography GHD has supervised the construction of numerous water • Development of a data base to readily allow retrieval supply wells for private and municipal clients, ranging of pertinent information from individual to multiple well systems completed within overburden and bedrock.This work has involved • Air photo interpretation to assess existing conditions, supervision of all aspects of well construction. lineal features,or fracture patterns • Preparation of cross-sections to define regional • Obtaining competitive quotes geologic and hydrogeologic conditions • Preparation of drilling agreements and health and • Aquifer delineation safety plans, locating all services in the field prior to • Assessment of regional groundwater flow and well construction potential well yields • Supervision of drilling pilot holes within overburden • Evaluation of available groundwater quality data and and bedrock potential treatment requirements • Well screen and artificial pack design • Determination of short and long-term safe well yields Groundwater supply development • Evaluation of well interference effects and GHD has been involved in the development of recommendation of well spacing groundwater supplies for municipalities,towns, public • Mumerical modeling utility commissions, subdivision developments,and industries. PIN GHD Aquifer testing• Wellhead rehabilitation and maintenance Numerous aquifer testing programs have been conducted Maintenance and sometimes rehabilitation of production to determine well yields, evaluate aquifer performance,and wells is required to ensure their long-term operation.GHD develop available groundwater resources. GHD provides has conducted rehabilitation of both overburden and these services for municipalities, public utility commissions, bedrock wells as part of overall maintenance programs. private subdivision developments, and other water users GHD conducts these testing programs for clients on a and dewatering operations. Reporting of the findings regular basis. is provided in support of a Permit to Take Water and a Certificate of Approval for the water supply system.GHD • Development of long-term Operation and Maintenance has conducted both individual and multiple well testing Plans programs. • Evaluation of water level trends and well yield in comparison to initial conditions in order to assess the • Review of available hydrogeologic information including necessity of well rehabilitation Ministry of the Environment water well records to define • Completion of step-drawdown test pumping to test target areas evaluate well performance • Completion of a door-to-door well survey to locate • Downhole video surveys to inspect well integrity and private wells,determination of pertinent well details, assess rehabilitation requirements collection of water samples for chemical analysis, • Completion of well rehabilitation and follow-up step- and identification of suitable locations for hydraulic drawdown testing monitoring during aquifer testing • Recommendation of frequency of future testing to • Delineation of an appropriate surface water and assess performance groundwater monitoring network including use of data loggers and measurement of flows Water quality evaluation • Obtaining Agency approval for aquifer testing programs GHD has extensive experience in the evaluation of • Completion of step-drawdown tests to evaluate well groundwater chemistry and geochemistry issues.GHD's efficiency and determine appropriate rate for constant analytical/chemistry group consists of professionals whose rate pumping test responsibilities include data quality assurance and quality • Constant rate aquifer testing of individual and multiple control(QA/OC), data assessment and interpretation, data well systems at rates up to several hundred gallons per presentation, and geochemical modelling.The water quality minute to evaluate aquifer conditions and well yield results are utilized to determine requirements for treatment, • Analysis of test results including preparation of time/ if necessary. drawdown and distance/drawdown curves,and water • Sampling of private and municipal wells during test level hydrographs pumping to evaluate existing water quality • Evaluation of potential for Groundwater Under the • Graphical representation of chemistry results using Direct Influence of Surface Water(GUDI)conditions such formats as Piper Trilinear Plots, stiff diagrams, using physical data and microscopic particulate radar plots,and bar graphs analysis • Geochemical interpretation and hydrochemical • Reporting for Agency approval of supply faciesidentification of groundwater _ • Geochemical modelling using available programs r including MT3D,Solute,WinTran • Nitrate impact assessments for rural developments ,i' -at using proposed individual or communal wastewater ,-ii'9 is iA systems in order to determine allowable number of lots �_ All groundwater resource evaluations involve sampling for ' ,�1'� '` water quality and geochemical interpretation of chemistry a \., 1" i . results.With respect to nitrate impact assessments,these "_} investigations also often involve sampling of groundwater a^— ( ( , . 4 for nitrates.Typically nitrate impact assessments allow (.l \ ' \ ! determination of the maximum number of lots which can i/1 l r ,+ be safely sustained for a development without adversely 4- t,- ''- i, impacting off-Site groundwater water quality, according to _ • e •*,: the MOE Reasonable Use Concept. 0 Groundwater modeling Water treatment Numerical modeling is an effective method in evaluating GHD has considerable experience conducting aquifer responses to groundwater withdrawals and in the investigations which require characterization of the quality of identification of potential impacts. GHD has extensive the water supply,evaluation of the necessity of treatment, experience in the development and use of one,two and assessment of various available treatment options, selection three-dimensional groundwater flow modelling for single of the most appropriate and economical system, and and multiple-aquifer systems under steady-state and design of the preferred system. Routine analysis of general transient conditions, and contaminant transport modeling chemistry and metal parameters is available. for conservative and nonconservative chemicals.The models commonly utilized by GHD include MODFLOW, • Review of groundwater quality results and comparison MODPATH, and MT3D. GHD is intimately familiar with a with available Agency objectives wide range of techniques and the regulatory and industry • Evaluation of various treatment options guidelines for conducting hydrogeologic modeling • Bench-scale testing evaluations. • Selection of the most appropriate and cost effective Groundwater supply and wellhead protection evaluation treatment option • • Groundwater pumping and extraction/remediation Completion of preliminary and detailed design • system design • Obtaining Agency approval of treatment system design • Prediction of potential future water quantity and/or ' Preparation of Tender Documents quality impacts • Construction oversight • Evaluation of potential historical migration of chemicals in the subsurface About GHD GHD is one of the worlds leading professional services companies operating in the global markets of water,energy and resources,environment,property and buildings,and transportation.We provide engineering,environmental,and construction services to private and public sector clients. Established in 1928 and privately owned by our people, GHD operates across five continents-North and South America,Asia,Australia, Europe,and the Pacific region. We employ more than 8500 people in 200+offices to deliver projects with high standards of safety,quality and ethics across the entire asset value chain.Driven by a client-service led culture,we connect the knowledge,skill, and experience of our people with innovative practices, technical capabilities,and robust systems to create lasting community benefits; Committed to sustainable development,GHD improves the physical,natural,and social environments of the many communities in which we operate.We are guided by aIF Ci Practice Quality Management System,ISO 9001:2008 and an Environmental Management System,ISO 14001:2004 which are 3rd party certified. -`�-,o�r�B�E�/�/gT�Q In alignment with the global demands of water,energy,and �j urbanization,our aim is to exceed the expectations of our clients and contribute to their success. For more information,visit www.ghd.com } PIM GHD www.ghd.com Appendix D Issued Addendums GHD I Landfill Engineering Services 1004074(99) MUNICIPALITY OF KINCARDINE ADDENDUM NO. 1 LANDFILL ENGINEERING SERVICES REQUEST FOR PROPOSAL-TERMS OF REFERENCE June 12th, 2018 Clarification of the following items: 1. Is there a need to include details of proposed laboratory, and laboratory costs? a. The Municipality currently uses SGS Canada Inc. laboratory for other sampling needs. The proponent is to be advised that the Municipality will use SGS for all sampling needs related to the RFP (lab subject to change at the discretion of the Municipality throughout the term of the engineering agreement). The proponent will be provided details of the lab for purposes of arranging sampling analysis. From time to time, the successful proponent may be required to confirm lab costs with the Municipality. 2. Will the Municipality retain & pay the laboratory directly, or is the laboratory to be considered a sub-consultant? a. All invoicing will be directed to the attention of the Municipality from SGS; and the Municipality will reimburse SGS directly for all costs. The proponent therefore does not need to list a sub-consultant for this service. 3. RFP Section 2.0 says, "The new sampling will start in 2019. All other work, however, will commence in 2019." Does this really mean that all work will commence in 2019? a. All work commences in 2019. The intention on past RFP's was dealing with a mid-year change of proponent; which was not cleaned up for this distribution. 4. Section 1.3 — Declaration of Conflict of Interest and Legal Status: Can the Municipality review Section 1.3 and clarify what is considered to be a conflict of interest with respect to providing landfill engineering services. The current wording in the section indicates that a Consultant would have a conflict of interest in working for the Municipality if: Consultant is currently providing or provides consulting services to Property Owners within the Municipality during the term of the contract; or Have pending legal action against the Municipality. The concern is with item (i) above in that the section as written will excludes a consultant that has an existing client base in the Municipality or from completing any work for Property Owners in the Municipality for the five-year term of the contract as currently written. a. A conflict of interest related to the engineering RFP for landfill services is only valid if the proponent is dealing with an adjacent landowner of one of the Municipal landfill sites; which could be impacted by landfill operations. 5. Section 2.6 —Annual Reports: Comparison of the list of requirements for monitoring at KWMC and the most recent KWMC annual report indicates that the RFP list does not mention the geotechnical monitoring and reporting conducted and included in the annual report, specifically the requirement for: Inclinometer monitoring and reporting, and Slope stability monitoring and reporting. Please confirm whether the geotechnical monitoring is part or not part of the RFP requirements. a. The Municipality confirms that the RFP shall include requirements for the geotechnical monitoring. Each proponent shall base their proposal on providing annual reports in a similar context to the most recent AMR. Reporting requirements are subject to change based on comments from the MOECC. 6. Which lab currently provides laboratory services? a. SGS Canada Inc. 7. When are the due dates for each Annual Monitoring Reports (AMR's) to MOECC — the RFP notes the 'end of April each calendar year' of each year. Is this the same date for all 5 AMR's including the 2 inactive sites at which methane only is monitored? Ward 1 date? Ward 3 date? KWMC date? Park St? Elgin/Market St? a. AMR's are due for all sites by the end of April each calendar year. 8. Per Section 5 of the RFP, is there 1 or 2 reports required for the Park St and Elgin/Market St Closed landfills? a. One report is required. 9. For Ward 1 - Table 3.1 notes `Additional GenChem' but Note 2 indicates `Additional GenChem & Metals' —what is the list of metal parameters? a. In Note (2), the term "and Metal"can be removed. It is only the list of general chemistry parameters that are listed. 10.For Ward 1 - Table 3.1 Note 3 indicates 'ICP metals scan' — please provide the list of ICP metals a. ICP Metal list is -Aluminum, Barium, Beryllium, Boron, Cadmium, Calcium, Chromium, Cobalt, Copper, Iron, Lead, Magnesium, Molybdenum, Nickel, Silver, Strontium, Titanium, Vanadium, Zinc. 11.For Ward 3 —what is the monitoring frequency/year? Table 2 does not specify. a. Ward 3 Monitoring frequency is twice per year(Semi-annual— spring and fall). 12.For KWMC —the Table 1 note for X is `Samples to be collected annually (fall only)' but then appears to contradict itself and states the `Leachate Holding Tank (to be collected in the spring)'. Which is it? a. Leachate holding tank sample is collected annually in the spring. 13.Section 2.5 notes the annual topographic survey requirements stating `Annual site surveys are required at the WMC; and every other year or as directed at the Ward 3 site based on waste disposal activity. The next topographic survey should take place during 2019.' There is no survey required at the closed Ward 1 landfill site. Such that the survey is conducted every 365 days, when was the most recent survey or when are surveys completed each year? Ward 3 —every other year or as directed & KWMC —annually? a. Typically, site surveys have been completed in the fall at our sites. Our preference would see a fall survey continue moving forward. The WMC is required annually, and the Ward 3 site is bi-annually or as directed by the Municipality. 14.Regarding Section 6.0 — an escalation by adjusting the second and subsequent years by changes in the CPI, is Kincardine wishing 5 separate annual cost tables to be provided in the proposal or does this just allow for rate increases each year by CPI? a. The proponent shall provide a summary of total costs in a table for each year. Fee's beyond the first year shall be inflated by CPI, with the proponent listing the rate of annual inflation. A detailed cost table shall be provided detailing costs for each site under the following sub-categories: Monitoring; Laboratory Analysis; Annual Report; Topographic Survey; Slope Inclinometer monitoring/reporting at the WMC and General Engineering support for all sites. 15.Per Section 5.0 - What is the monitoring frequency for methane at the 2 closed sites? How many x's per year is the successful consultant to visit each site to monitor? In winter and in spring and fall? Park St Landfill & Elgin/Market Landfill. a. The monitoring frequency for landfill gas monitoring at the two closed landfill sites is provided in the attached table. MUNICIPALITY OF KINCARDINE ADDENDUM NO. 2 ENGINEERING SERVICES REQUEST FOR PROPOSAL-TERMS OF REFERENCE June 14th, 2018 Clarification of the following items: Landfill: 1. Can you provide a copy of the 2017 AMR for all Landfills? a. Here is a link to the 2017 reports. https://kincardine- my.sharepoint.com/:f:/q/personal/lambeau kincardine net/EiDZ6tLKjRtO g6kybdrgKSwBFILgTic5DiErh6QPTnViaA?e=ZXCbV9 2. Can you please clarify that the consultants are not expected to include the laboratory fees as part of the Financial Costs in the RFP? a. This shall clarify the proponents bid submission shall exclude laboratory costs as part of their fee submission. The Municipality has previously dictated each proponent will utilize SGS for laboratory purposes as part of their bid submission. 3. Who is the current geotechnical consultant for the landfill work? a. The proponent will be required to obtain three quotes from qualified sub- consultants on an as needed basis. The Municipality shall approve the list of sub-consultants considered prior to obtaining quotes. For the purpose of submission of the RFP, geotechnical sub-consultant considerations can be omitted. General 1. Who is the current Geotechnical Engineering consultant retained by the Municipality? a. The proponent will be required to obtain three quotes from qualified sub- consultants on an as needed basis. The Municipality shall approve the list of sub-consultants considered prior to obtaining quotes. For the purpose of submission of the RFP, geotechnical sub-consultant considerations shall be omitted. 2. Who is the current Marine Engineering consultant retained by the Municipality? a. The proponent will be required to obtain three quotes from qualified sub- consultants on an as needed basis. The Municipality shall approve the list of sub-consultants considered prior to obtaining quotes. For the purpose of submission of the RFP, marine engineering sub-consultant considerations shall be omitted. 3. Section 2.4.1 of the Terms of Reference asks that a "List of Sub-consultants" be included with the proposal submission. For some projects, specialty sub- consultants are relied on for work items including Geotechnical and Hydrogeological Services (as identified in Section 2.4.1). For these services and other select disciplines (e.g. Archaeology, Transportation, Coastal Engineering, and Electrical activities) it would be normal to assist the Municipality in developing a terms of reference and proposal process to receive quotes from a number of different firms. For this reason, we are hesitant to develop/commit to a sole sub-consultant list for these disciplines. We wonder if the Municipality would consider eliminating the requirement to dedicate a sub-consultant for these specialty disciplines. a. To clarify, the Municipality confirms section 2.4.1 shall be deleted from the proponents'proposal consideration. Specialty sub-consultants will be dealt with on an as needed basis with the successful proponent. 4. Could you advise in very rough figures what the gross annual spend (or budget) is for engineering consultant under the contract? a. The 2018 operation portion only of the budget for general engineering services are approximately$50,000. 5. Your evaluation matrix shows that 25% will be awarded for local knowledge of Kincardine. Can you please clarify how you will evaluate this part? a. As requested in section 4.0, each proponent shall submit a one-page summary of their local knowledge. The evaluation team is interested in each proponent's understanding of our present projects, challenges, and future opportunities. Each proponent can access our website, review past council agenda's/minutes, and access various studies/documents through our website. This research can then form part of the one-page submission. D about GHD . GH is one of the ';rorld's leading professional services companies operating in the global markets of .,^rater energy and resources environment_ propertyand buildings and transportation 'Ale provide engineering, environmental and construction ser✓ices to private and public sector clients. Jim Yardley Jim.Yardley@ghd.com 519.884.5010 www.ghd.com Agreement for Professional Services Exhibit"B" Fee Schedule GHD QSF-008-Rev.0-07/01/2015 This completed form is a quality record H RPORI�s a ii 2018 CDN Fee Schedule Principals: $235.00-$265.00 Information Technologists: • Level A $120.00 Associates: $190.00 -$235.00 • Level B $130.00 Specialist: $200.00 -$240.00 • Level C $145.00-$155.00 • Level D $165.00-$175.00 Engineers: • Level E $190.00-$200.00 • Level A $125.00 • Level F $220.00-$230.00 • Level B $140.00 • Level C $150.00 -$170.00 Database Analysts: • Level D $175.00-$185.00 • Level A $100.00 • Level E $195.00 -$210.00 • Level B $115.00 • Level F $225.00 -$235.00 • Level C $130.00-$150.00 • Level D $165.00-$185.00 Geologists/Hydrogeologists: • Level E $200.00-$210.00 • Level A $125.00 • Level F $215.00-$235.00 • Level B $135.00 • Level C $145.00 -$170.00 Technicians/Technologists: • Level D $175.00 -$185.00 • Level A $90.00 • Level E $195.00 -$205.00 • Level B $105.00 • Level F $225.00 -$235.00 • Level C $125.00 • Level D $135.00-$155.00 Environmental Chemists/Scientists/Planners: • Level E $165.00-$175.00 • Level A $120.00 • Level F $205.00-$220.00 • Level B $130.00 • Level C $145.00-$155.00 Draft/CADD: • Level D $165.00 -$175.00 • Level A $85.00 • Level E $190.00-$200.00 • Level B $95.00 • Level F $220.00 -$230.00 • Level C $105.00 • Level D $120.00 Industrial Hygienists/Safety Professionals: • Level E $130.00 • Level A $120.00 • Level F $135.00 • Level B $130.00 • Level C $140.00 -$155.00 Technical Apprentices: $87.00-$98.00 • Level D $165.00 -$175.00 • Level E $190.00-$200.00 Administrative Support: $70.00 • Level F $225.00 -$235.00 April 1,2018 Range Fee Schedule PIM GHD 2018 Fee Schedule Notes: 1) Rates are for employees of GHD companies. 2) Mileage rates are consistent with current IRS/Canada Revenue Agency rates,which is the rate at which employees are reimbursed. 3) Company owned vehicle rate is$80.00/Day plus $0.28/mile (USA)or$0.24/km (CDN). 4) Travel charges are identified under disbursements and are passed through directly as incurred, all travel via common carrier being at coach class rates. 5) Accommodation expenses are identified under disbursements and are passed through directly as incurred. Lodging costs and meal allowances for each full day depend on the area. 6) Photocopy charges are$0.10 per page. 7) Color photocopy charges are $0.25 per page. 8) Information Technology is billed at$4.50 per hour per person. 9) Specialized Computer Application is billed at$15.00 per hour. 10) Other Office and Field Supplies are charged at standardized rates and are available upon request. 11) Other project related out of office disbursements,expenses, and subcontractor costs will be invoiced with a markup of 15%. 12) Fee schedule is subject to change on January 1, 2019. 2018 Fee Schedule Notes Apri 12018 GHD Chargeout List for Reproduction Supplies Display Materials: Laminates-8 '/"x 11" $1.50 Laminates- 11"x 17" $2.50 Recordable Compact Disk $2.00 Disc Labels $1.00 Flash Drives (1GB) $10.00 Color Photocopies: • 8 h/2r x 11"size/11"x 17"size on Bond $0.30 Black &White Photocopies: 8'/2r x 11"size/11"x 17"size $0.10/copy Printed Plots: 24"x 36"or 36"x 48" Monochrome Laser $0.25/sq. ft. Line Drawings Color 24"X 36"or 36"X 48" Color $2.00/sq. ft. Full Graphic Color Oversize $3.50/sq.ft. Printing Supplies: Cover Stock(Front& Back Set) $0.75 Coverbind Cover Sets $5.00 Plastic Pockets $2.00 Binders - 1" $7.50 Binders - 1 1/2' $8.50 Binders-2" $9.50 Binders-3" $11.50 Binders -3 '/2r and up $14.00 Tabs: Figures, Tables,Appendices(A, B, C, etc.), Sections(1, 2, 3, etc.) $0.40/Tab Digital Equipment: Digital Camera $10/day, $35/week, $100/month 2019 Reproduction Supplies Chargeout Rates April 2018 Willis Canada Inc.,A Willis Towers Watson Company WillisTowers Watson 1.11111151 100 King Street West,Suite 4700 Toronto,Ontario M5X 1E4 CERTIFICATE OF INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. CERTIFICATE HOLDER INSURED'S FULL NAME AND MAILING ADDRESS Corporation of the Municipality of Kincardine GHD Limited 1475 Concession 5, RR5 455 Phillip Street, Kincardine,ON N2Z 2X6 Waterloo,ON,N2L 3X2 COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE INSURER/POLICY NUMBER/POLICY TERM LIMITS COMMERCIAL GENERAL LIABILITY Insurer: Allied World Specialty Insurance EACH OCCURRENCE USD$1,000,000 Company ® OCCURRENCE Policy No.: 0310-4514 GENERAL AGGREGATE USD$2,000,000 Z BROAD FORM PROPERTY DAMAGE Z OWNER'S&CONTRACTOR'S PROTECTIVE Policy Term: 01-Dec-2017 to 01-Dec-2018 PRODUCTS-COMP/OP AGGREGATE USD$2,000,000 LIABILITY PERSONAL&ADVERTISING INJURY USD$1,000,000 EMPLOYER'S LIABILITY USD$1,000,000 TENANT'S LEGAL LIABILITY USD$1,000,000 NON OWNED AUTOMOBILIE USD$1,000,000 HIRED AUTOMOBILE USD$50,000 AUTOMOBILE LIABILITY Z ALL AUTOS OWNED AND/OR LEASED BY Insurer: Travelers Insurance Company of Canada THIRD PARTY LIABILITY CDN$1,000,000 THE NAMED INSURED (Bodily Injury&Property Damage) Z OPCF 5—PERMISSION TO RENT OR LEASE AUT0352337 ALL PERILS DEDUCTIBLE Policy No.: (LIGHT COMMERCIAL/ CDN$1,000 Z PHYSICAL DAMAGE APC 2306166 PRIVATE PASSENGER) Policy Term: 01-Dec-2017 to 01-Dec-2018 ALL PERILS DEDUCTIBLE CDN$5,000 (HEAVY COMMERCIAL) EXCESS LIABILITY—UMBRELLA FORM Allied World Specialty Insurance Insurer: Company EACH OCCURRENCE USD$4,000,000 Policy No.: 0310-4513 AGGREGATE USD$4,000,000 Policy Term: 01-Dec-2017 to 01-Dec-2018 SIR USD$10,000 PROFESSIONAL LIABILITY Insurer: AIG Insurance Company of Canada PROFESSIONAL LIABILITY LIMIT USD$2,000,000 Policy No.: 06-112-71-91 Policy Term: 01-Dec-2017 to 01-Dec-2018 PROFESSIONAL AGGREGATE USD$2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/AUTOMOBILES/SPECIAL ITEMS/ADDITIONAL INSURED Re:GHD Project No.004074 The Umbrella Policy follows form over the Commercial General Liability and Automobile Liability Policies. CANCELLATION: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED ABOVE,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ISSUE DATE: October 12,2018 e,o,;,yt„ j ‘ Transmittal October 15, 2018 To: Mr. Adam Weishar, CET Ref. No.: 004074 Director of Public Works From: Jim Yardley Municipality of Kincardine Municipal Administration Centre GHD Tel: 519-340-4265 1475 Concession 5, R.R. 5 Kincardine, ON N2Z 2X6 Subject: Waste Management Contract , Municipality of Kincardine No.of Description/Title Drawing No./ Issue Copies Document Ref. 3 Contracts signed by GHD 3 Insurance Certificate Issued for: ❑ Your information N As requested ❑ Construction ❑ Quotation ❑ Your approval/comments ❑ Returned to you ❑ For re-submission Sent by: N Overnight courier ❑ Same day courier ❑ Other: Remarks: Copy to: letney Completed by: Jim Yardley Signed: [Please Print] Filing: Correspondence File GHD nouu.fi co....f w. 455 Phillip Street Waterloo Ontario N2L 3X2 Canada ISO 9001 T 519 884 0510 F 519 884 0525 W www.ghd.com '.3GOtif At,G 6f SIGA