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HomeMy WebLinkAboutItem #04 Award of RFQ#1301 Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies1 11 kR\ � ) -4. dr� f10lida AGENDA ITEM COVER SHEET Meeting Date: August 20, 2013 Item # 0 Reviewed By: Contact Name: Joyce Tolbert Contact Number: 1516 Departm City Man ager: i1. Subject: Award of RFQ #1301 Continuing Engineering Services for Water Utility Modeling and Minor Utilitv Studies Background Summary: The City's contract for water utility modeling and minor utility studies with Reiss Engineering has expired. In compliance with the Consultants' Competitive Negotiations Act (CCNA), Florida Statutes Section 287.055 and Chapter 21 of the City's Code of Ordinances, the City solicited statements of qualifications from professional engineering firms or individuals that are interested in providing potable water, reclaimed water, and sanitary sewer utility modeling services and associated utility studies within the Ocoee Utility Services Area (present and /or future) in western Orange County. The City intends to award a contract to one (1) qualified engineering firm to perform the required services. The contracts shall automatically be renewed annually, unless terminated by the City in writing, for a maximum of five (5) years from the date of execution, with an additional one (1) year renewal option. The selected Consultant shall not be eligible for other Utility professional services with the City of Ocoee during the length of the contract. The scope of work to be performed through task orders issued under the continuing contract may consist of, but will not necessarily be limited to: assist the City in developing and maintaining hydrological models for potable water, reclaimed water, and sanitary sewer systems including collection, distribution, and transmission components. Work shall also include reviewing developmental impacts to utilities system and making recommendations for developer's associated improvements. The selected firm's initial task may be to evaluate existing available information and make recommendations as to the modeling software to be used in both the firm's and the City's efforts. Consultant's tasks will include recommendation of model parameters, transfer of City utility system into the modeling environment, compilation of data required by the model, formation of alternative networks, model operation, and other services associated with municipal utility modeling. The RFQ was advertised on June 23, 2013 and was publicly opened on July 23, 2013. There were two (2) responses submitted. The Finance Department and Utilities Department reviewed the proposals and all were considered responsive, see the attached Proposal Checklist. Attached are the two ranked responses; complete copies of all responses are available in the Finance Department for your review. The two (2) responses were evaluated by the RFQ Evaluation Committee appointed by the City Manager, which was comprised of four (4) members: Ken Lengyel, Utilities Operations Manager; Michael Rumer, City Planner; Charles Smith, Utilities Director; and David Wheeler, City Engineer. The public RFQ Evaluation Committee meeting was held on August 8, 2013 with the Evaluation Committee evaluating and short- listing the firms on specific evaluation criteria. Please see the attached shortlist /evaluation form. The evaluation committee short - listed the following firms in ranked order, and recommends contracting with the top ranked firm, Reiss Engineering Inc., per the attached award recommendation from the Utilities Director. Per State of Florida CCNA Act Statute 287.055, if contract negotiations are unsuccessful with the top- ranked firm, staff shall terminate negotiations and initiate presentations with the next ranked firm, and so on, until an agreement is reached. The Table below is the Evaluation Committee's rankings: Rank/Respondent 1. Reiss Engineering Inc. 2. Hoyle, Tanner & Associates Inc. Issue: Should the City Commission award the continuing contract for engineering services for water utility modeling and minor utility studies to the top- ranked firm, Reiss Engineering Inc., as recommended by the Evaluation Committee? Recommendations: Staff recommends that the City Commission award RFQ #1301 Continuing Engineering Services for Water Utility modeling and Minor Utility Studies to Reiss Engineering Inc., and authorize Staff to proceed with contract negotiations with the selected firm, and authorize the Mayor, City Clerk, and staff to execute all necessary contract documents with this firm once the required insurance is received. Per the State of Florida CCNA Act Statute 287.055, if contract negotiations are unsuccessful with the top- ranked firm, staff shall terminate negotiations and initiate negotiations with the next ranked firm, and so on, until an agreement is reached. Attachments: 1. RFQ #13 -01 2. Addendum #1 3. Reiss Response 4. Hoyle Tanner Response 5. Evaluation Form /Shortlist 6. RFQ Checklist 8. Award Recommendation from Utilities Director Financial Impact: As budgeted each fiscal year; approximately $45,000 annually. Type of Item: (please mark with an 'k') Public Hearing For Clerk's Dept Use: Ordinance First Reading Consent Agenda Ordinance Second Reading Public Hearing Resolution Regular Agenda X Commission Approval Discussion & Direction Original Document/Contract Attached for Execution by City Clerk X Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. N/A Reviewed by ( ) N/A 2 TO: Joyce Tolbert, Purchasing Agent, FROM: Charles Smith, Utilities Director DATE: August 12, 2013 RE: RFQ 1301 Award Recommendation As lead for the selection committee composed of members of the Utility, Engineering, and Planning Departments; I recommend the awarding of the Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies RFQ # 1301 to Reiss Engineering Inc. of Winter Springs, Florida. The City received two (2) responsive proposals. Following a review of the proposals, the four (4) member RFQ Evaluation Committee met and discussed the merits of the respondents on August 8, 2013. All members concurred that Reiss Engineering was the recommended choice. Reiss Engineering has provided services to the City's Utility Department since 2006. Reiss Engineering's previous work for the City has been above satisfactory for these seven (7) years. The scope of work performed through task orders issued under the continuing contract may consist of, but will not necessarily be limited to: assisting the City in developing and maintaining hydrological models for potable water, reclaimed water, and sanitary sewer systems including collection, distribution, and transmission components. Additional tasks may include reviewing developmental impacts to utility systems and making recommendations for a developer's associated improvements. Butgeted projects include $25,000 for miscellaneous water utility studies and $20,000 for development review. 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E ] j / / ° i. m 2 } _ ƒ / - 7§ 7 - m ) j \ -n 0 B 2 o - ` § CD 41 \ � \ .\ f cn / » e a / 0 z m q 2 Q m « 0 cn 0 � $m m� \N E� � � 0 0 � k > z 0 z O_ 4 E > m < > c > 0 z 0 m � \ E ) \ 0 q � � % � � � \ \ CITY OF OCOEE REQUEST FOR QUALIFICATIONS (RFQ) #1301 CONTINUING ENGINEERING SERVICES FOR WATER UTILITY MODELING AND MINOR UTILITY STUDIES Request for Qualifications, Legal Advertisement The City of Ocoee, Florida, (City) is soliciting for sealed statements of qualifications for RFQ #1301 Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies. Qualification Packages will be received at the office of Joyce Tolbert, CPPB Purchasing Agent, Finance Department /Purchasing, Second Floor, 150 North Lakeshore Drive, Ocoee, Florida 34761 until 2:00 pm, local time, on July 23, 2013. Qualification Packages received after that time will not be accepted under any circumstances. Sealed qualification packages that have been timely received will be publicly opened and the name of the responding firms read aloud at that time. No pre - proposal conference is scheduled at this time. Prospective respondents may secure a copy of the documents required for submitting a response through Onvia /Demandstar by accessing the City's website at http: / /www.ocoee.or under Finance /Purchasing. Partial sets of the documents required for submitting a response will not be issued. By using Onvia/Demandstar, prospective respondents will be provided with all information regarding this RFQ and addendums and changes to the project requirements. Membership with Onvia /Demandstar is not required to submit a response; fees may apply for non - members. Persons other than prospective respondents may inspect the documents required for submitting a response at the Ocoee City Hall City Clerk's Office, 150 N. Lakeshore Drive, Ocoee, FL 34761. Persons inspecting the documents at the City Clerk's office that request copies will be required to pay a fee, as prescribed by statute. Beth Eikenberry, City Clerk, June 23, 2013. RFQ #1301 —Continuing Engineering Services Water Utility Modeling 2 CITY OF OCOEE REQUEST FOR QUALIFICATIONS "RFQ" #1301 CONTINUING ENGINEERING SERVICES FOR WATER UTILITY MODELING AND MINOR UTILITY STUDIES A. INTRODUCTION AND GENERAL INSTRUCTIONS The City of Ocoee, Florida, in conformance with the Consultants' Competitive Negotiations Act (CCNA), Florida Statutes Section 287.055, and the policies and procedures of the City of Ocoee (City) is soliciting statements of qualifications from qualified professional engineering firms that are interested in providing potable water, reclaimed water, and sanitary sewer utility modeling services and associated utility studies within the Ocoee Utility Services Area (present and /or future) in western Orange County. Responding firms (Respondent) must be experienced in providing engineering services for projects of a scope and nature comparable to those described. Use of qualified subconsultants for specialty work is acceptable. To be considered, the firm shall be qualified by a licensed professional in accordance with Florida State law and be familiar with all applicable State of Florida, St. Johns River Water Management District, Orange County, and City land development codes, regulations, and laws, and with City and Orange County construction standards. 2. The City intends to award a contract to one (1) qualified engineering firm to perform the required services. In determining whether a firm is qualified, the City shall consider such factors as the firm's locale and similar project experience, firm's experience providing similar services firm's past project performance in terms of scheduling and budget compliance, abilities of the professional firm's project personnel; and whether a firm is a certified minority business enterprise. The Firm selected by the City will provide water utility modeling services and minor utility studies to the City on an as- needed basis, which will be assigned using task orders issued by the City under the continuing contracts. The contracts shall automatically be renewed annually, unless terminated by the City in writing, for a maximum of five years from the date of execution, and one (1) additional optional renewal option, unless otherwise terminated by either party, in writing, given 30 days notice. 3. Prospective respondents may secure a copy of the documents required for submitting a response through Onvia /Demandstar by accessing the City's website at http: / /wvvvv.ocoee.org under Finance /Purchasing. Partial sets of the documents required for submitting a statement of qualifications will not be issued. By using Onvia /Dem and star, prospective respondents will be provided with all information regarding this RFQ, all addendums and changes to the project requirements; Fees may apply for non - members. Membership with Onvia /Demandstar is not required to submit a response. 4. Each qualification package must consist minimally of a cover letter, statement of qualifications, and company information form (attached at the end of these RFQ #1301 — Continuing Engineering Services Water Utility Modeling 3 instructions). Please also include a copy of all applicable licenses held by firms or key subconsultants proposing to perform the work. Statements of qualifications must be limited to a total of forty (40) 8.5 "x 11" pages (including any resumes and 2 -page cover letter but excluding front and back covers, dividers, table of contents, and company information form), single- sided, portrait orientation, 12 -point font. Additional requirements of submissions are supplied below in Section D. Any qualifications package failing to conform to these specifications is subject to rejection. The person signing the signature sheet on behalf of the respondent must have the legal authority to bind the respondent to the submitted qualification package and shall be understood to do so. All expenses for providing qualification packages to the City shall be borne by the respondent. 5. Firms, companies and /or individuals interested in providing these services shall submit one (1) original paper and five (5) electronic copies of their qualifications package. The electronic copies shall be submitted in a fully electronic form on a CD- ROM as an Adobe PDF file, version 5 or later. Qualification Packages shall be submitted to the City of Ocoee in one sealed package, clearly marked on the outside with the appropriate RFQ number and closing date and time, addressed to: Joyce Tolbert, Purchasing Agent City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 Phone: (407) 905 -3100 x 1516 FAX number: (407) 905 -3194 jtolbert@ci.ocoee.fl.us No fax or e- mailed submissions will be accepted. 6. Qualification packages must be received no later than 2:00 p.m. (local time) on July 23, 2013. Any qualification packages received after the above -noted time will not be accepted under any circumstances. Any uncertainty regarding the time a qualification package is received will be resolved against the Respondent. It shall be the sole responsibility of the Respondent to have the qualifications package delivered to the Ocoee City Hall by U.S. mail, hand delivery, or any other method available to them. Delay in delivery shall not be the responsibility of the City. A qualifications package received after the deadline shall not be considered and shall be returned unopened. Any request to withdraw a qualifications package must be addressed in writing. Such requests must be received by the City prior to the deadline of the submission. 7. The City will receive questions regarding the RFQ only through written inquiries directed to the Purchasing Agent. Deadline for receipt of written inquiries will be July 16, 2013 at 2:00 p.m., local time. 8. Potential Respondents should not contact City staff, with the exception of the Purchasing Agent, or other City consultants or City Commission for information regarding this RFQ before the project award date. Any contact with any other member of the City Staff, City Commission, or its consultants during the RFQ, award, and protest period may be grounds for Respondent disqualification. RFQ #1301 — Continuing Engineering Services Water Utility Modeling 4 9. Action on qualification packages is expected to be taken by the City Commission within ninety (90) days of the submission opening date; however, no guarantee or representation is made herein as to the time between receipt of the qualification package and subsequent City Commission action. A more detailed schedule is given below. 10. All applicable laws and regulations of the United States, the State of Florida, and the City of Ocoee will apply to any resulting Agreement. The provisions of the Consultant's Competitive Negotiations Act (Section 287.055, Florida State Statutes) shall apply, where applicable. 11. The successful Respondent shall be required to execute an Agreement, in form and content acceptable to the City, indemnifying and holding harmless the City, its officials, officers, employees, and agents from all claims. 12. CONVICTED VENDOR LIST (PUBLIC ENTITY CRIME): A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a proposal on an award to provide any goods or services to a public entity, may not submit a proposal on an award with a public entity for the construction or repair of a public building or public work, may not submit proposals on leases of real property to a public entity, may not be awarded or perform work as a Contractor, Supplier, Subcontractor, or Consultant under a award with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in section 287.017 for Category Two for a period of 36 months from the date of being placed on the convicted vendor list. [See Florida State Statute 287.133 (2) (a). 13. FLORIDA PUBLIC RECORDS LAW: In accordance with Chapter 119 of the Florida Statutes, and, except as may be provided by Chapter 119 of the Florida Statutes and other applicable State and Federal Laws, all Respondents should be aware that the proposal and the responses thereto are in the public domain and are available for public inspection. Respondents are requested, however, to identify specifically any information contained in their proposal which they consider confidential and /or proprietary and which they believe to be exempt from disclosure, citing specifically the applicable exempting law. All proposals received in response to this request of proposal become the property of the City of Ocoee and will not be returned. In the event of an award, all documentation produced as part of the contract will become the exclusive property of the City. 14. PATENT INDEMNITY: Except as otherwise provided, the successful respondent agrees to indemnify the City and its officers, agents, and employees against liability, including costs and expenses for infringement upon any letters patent of the United States arising out of the performance of this Contract or out of the use or disposal by or for the account of the City or supplies furnished or construction work performed hereunder. Further, the Respondent shall fully indemnify, defend, and hold harmless the City and its officers, agents, and employees from any suits, actions, damages, and costs of RFQ 41301 — Continuing Engineering Services Water Utility Modeling 5 every name and description, including attorneys' fees, arising from or relating to violation or infringement of a trademark, copyright, patent, trade secret, unpatented invention, or intellectual property right. If the bidder uses any design, device, or materials covered by letters, patent, or copyright, it is mutually agreed and understood without exception that the bid price shall include all royalties or cost arising from the use of such design, device, or materials. 15. The City reserves the right to accept or reject any or all proposals, to waive formalities, technicalities or irregularities, to request clarification of information submitted in any proposal, or to re- advertise for new proposals. The City may accept any item or group of items of any proposal, unless the Respondent qualifies its proposal by specific limitations. The City may accept one or more proposals if, in the City's discretion, the City determines that it is in the City's best interest to do so. The City reserves the right to award the contract to the Respondent which, in the City's sole discretion, is the most responsive and responsible Respondent The City reserves the right, as an aid in determining which proposal is responsible, to require a Respondent to submit such additional evidence of Respondent's qualifications as the City may deem necessary, and may consider any evidence available to the City of the financial, technical, and other qualifications and abilities of a Respondent, including past performance (experience) with the City and others. The City Commission shall be the final authority in the selection of any and all proposals. B. INSURANCE TERMS AND CONDITIONS The successful respondent shall be required to provide evidence of both General (Public & Property) Liability and Professional (Design Errors and Omissions) Liability Insurance in the form of a certificate of insurance issued on behalf of the City of Ocoee and naming the City as an additional insured, by companies acceptable to the City at the minimum limits and coverages listed below with deductible amounts acceptable to the City. The selected consultant shall not commence any work in connection with an Agreement until all of the following types of insurance have been obtained and such insurance has been approved by the City, nor shall the consultant allow any subconsultant to commence work on a subcontract until all similar insurance required of the subconsultant has been so obtained and approved. Policies other than Workers' Compensation shall be issued only by companies authorized by subsisting certificates of authority issued to the companies by the Department of Insurance of Florida which maintain a Best's Rating of "A" or better and a Financial Size Category of "VII" or better according to the A.M. Best Company. Policies for Workers' Compensation may be issued by companies authorized as a group self - insurer by F.S. 440.57, Florida Statutes. Loss Deductible Clause: The City shall be exempt from, and in no way liable for, any sums of money which may represent a deductible in any insurance policy. The payment of such deductible shall be the sole responsibility of the General Consultant and /or subconsultant providing such insurance. 2. Workers' Compensation Insurance The Consultant shall obtain during the life of this Agreement, Worker's Compensation Insurance with Employer's Liability Limits of $500,000 1$500,0001$500,000 for all the Consultant's employees connected with the RFQ #1301 — Continuing Engineering Services Water Utility Modeling 6 work of this project and, in the event any work is sublet, the Consultant shall require the subconsultant similarly to provide Workers' Compensation Insurance for all of the latter's employees unless such employees are covered by the protection afforded by the Consultant. Such insurance shall comply fully with the Florida Workers' Compensation Law. In case any class of employees engaged in hazardous work under this contract for the City is not protected under the Workers' Compensation statute, the Consultant shall provide, and cause each subconsultant to provide adequate insurance, satisfactory to the City, for the protection of the Consultant's employees not otherwise protected. Include Waiver of Subrogation in favor of the City of Ocoee. 3. Consultant's Public Liability and Property Damage Insurance The Consultant shall obtain during the life of this Agreement COMMERCIAL AUTOMOBILE COVERAGE, this policy should name the City of Ocoee as an additional insured, and shall protect the Consultant and the City from claims for damage for personal injury, including accidental death, as well as claims for property damages which may arise from operations under this Agreement whether such operations be by the Consultant or by anyone directly or indirectly employed by the Consultant, and the amounts of such insurance shall be the minimum limits as follows: 4. Automobile Bodily Injury Liability & Property Damage Liability • $1,000,000 Combined single limit per occurrence (each person, each accident) • All covered automobile will be covered via symbol 1 • Liability coverage will include hired & non -owned automobile liability • Include Waiver of Subrogation in favor of The City of Ocoee 5. Comprehensive General Liability (Occurrence Form) - This policy should name the City of Ocoee as an additional insured and should indicate that the insurance of the Consultant is primary and non - contributory. • $2,000,000 GENERAL AGGREGATE • $2,000,000 PRODUCTS - COMPLETED OPERATIONS AGGREGATE • $1,000,000 PER OCCURRENCE • $1,000,000 PERSONAL & ADVERTISING INJURY • Include Waiver of Subrogation in favor of the City of Ocoee 6. Subconsultant's Comprehensive General Liability. Automobile Liability and Worker's Compensation Insurance The Consultant shall require each subconsultant to procure and maintain during the life of this subcontract, insurance of the type specified above or insure the activities of these subconsultants in the Consultant's policy, as specified above. 7. Owner's Protective Liability Insurance (Not applicable for Engineering Services). As applicable for construction projects, providing coverage for the named insured's liability that arises out of operations performed for the named insured by independent consultants and are directly imposed because of the named insured's general supervision of the independent consultant. The Consultant shall procure and furnish an Owner's Protective Liability Insurance Policy with the following limits: $1,000,000, and per occurrence, $2,000,000. Aggregate and naming the City of Ocoee as the Named Insured. RFQ 9 1301 — Continuing Engineering Services Water Utility Modeling 7 8. Contractual Liability If the project is not bonded, the consultant's insurance shall also include contractual liability coverage to insure the fulfillment of the contract. NOTE: PUBLIC LIABILITY INSURANCE AND AUTOMOBILE LIABILITY INSURANCE, THE CITY SHALL BE NAMED AS ADDITIONAL INSURED. • $1,000,000 PER OCCURRENCE • $2,000,000 AGGREGATE Commercial Umbrella: • $1,000,000 PER OCCURRENCE • $2,000,000 Aggregate • Including Employer's Liability and Contractual Liability Builders Risk: (Not Applicable for Engineering Services). • $100,000 Any (1) Location • $1,000,000 Any (1) Occurrence (remainder of page left blank intentionally) RFQ #1301 — Continuing Engineering Services Water Utility Modeling 8 OP ID J PC0R4_ CERTIFICAT OF LIABILITY INSURANCE rRAP�_1 DATE 144Nn^rvrt) 11 04 04 ranoucER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATN>N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR KTER THE COVERAGE AFFORDED B THE PO LICIES BELOW. 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C ANCELLATION _ CER TIFICATE HOLDER QCOXSOS inae SHE eMpaD/WY OA iNe AaOVE DGSCa1rCD rOLNDEA B €CANCtLlFO F ERAWLTNy. OETE THERt9a. Tile ahWO a]ORER WILL (ROEAVOa To YAYL 10 DAYs WRttTbR NOTICE M THE CCRTIEICATE MOLDER Nw4E0 TO THE Lt". 6V '-0. TO DOW ]HAtL City Of DCOea aeo,a NO OeUGATCH OR LIA:RITY OF ANY aWD UPOR THE IHSUREa. nS AGENT3 DR 150 N. Lakashors Drive OCOea rL 34761 - 2258 RerAEfERFA*NEa AUiHONQEO REIaESlH *ATrvE C ACORD CORPbRATSON 1 §e! ACUNv T]{[W VVai o+#'V� 0 • e 9. Certificates of insurance Certificate of Insurance Form (see sample, above), naming the City of Ocoee as an additional insured will be furnished by the Consultant upon notice of award. These shall be completed by the authorized Resident Agent and returned to the Office of the Purchasing Agent. This certificate shall be dated and show: • The name of the Insured consultant, the specific job by name and job number, the name of the insurer, the number of the policy, its effective date, and its termination date. • Statement that the Insurer shall mail notice to the Owner at least thirty (30) days prior to any material changes in provisions or cancellation of the policy, RFQ 41301 — Continuing Engineering Services Water Utility Modeling 9 except ten (10) days written notice of cancellation for non - payment of premium. C. SCOPE OF SERVICES • The City is soliciting statements of qualifications from interested professional engineering firms to assist the City in developing and maintaining hydrological models for potable water, reclaimed water, and sanitary sewer systems including collection, distribution, and transmission components. Work shall also include reviewing developmental impacts to utilities system and making recommendations for developer's associated improvements. • The selected professional firm's initial task may be to evaluate existing available information and make recommendations as to the modeling software to be used in both the firm's and the City's efforts. The current utility services area in which the City is designated as the sole water and sewer service provider is not identical to the city limits. In most cases where the corporate limit and the utility services boundary are not coincident, the utility services boundary is outside the city limits. Areas within the corporate limits where Orange County provides water and sewer utility services are located on the northern and southern edges of the City. The total size of the water and sewer utility services area is 14.8 sq. mi. The City's reclaimed water service area is the City's incorporated limits, an area of approximately 15 sq. mi. The City is adjacent to the Orange County municipalities of Winter Garden and Apopka and the facilities of Water Consery II, based in Winter Garden. Utility modeling efforts will need to include existing and potential interconnections with Orange County, Winter Garden, Apopka, and Water Consery II. The selected Consultant will assist the City in developing hydrological models for the City's potable water supply, sanitary sewer collection and treatment, and reclaimed water distribution systems. Consultant's tasks will include recommendation of model parameters, transfer of City utility system into the modeling environment, compilation of data required by the model, formation of alternative networks, model operation, and other services associated with municipal utility modeling. The selected Consultant shall not be eligible for other Utility professional services with the City of Ocoee during the length of the contract. D. SUBMITTALS Qualifications packages shall be designed to portray to the City how the respondent's services can best match the knowledge, skills, and abilities suggested by the anticipated Scope of Services given above. In order for the City to evaluate the qualification package, each Respondent shall provide information relative to their ability to provide services that will best meet the needs of the City. The required submission materials include the following: RFQ #1301 — Continuing Engineering Services Water Utility Modeling 10 L Firm's Qualifications • List of all firm's employees, their qualifications, and their role in providing the desired City services. • Firm's and employee's certifications and registration with regulatory agencies, professional organizations, etc. • List firm's sub - consultants, their qualifications, and their role in this project. • List of firm's other current or recently completed similar services within the past two 2 years with other public or private agencies. • List of the modeling software packages in which the firm has expertise. • List and quantity of firm's (and firm's sub - consultants' if applicable) equipment including survey instruments, computers, plotters, vehicles, etc. • List of at least three (3) client references to include organization name, contact person, telephone number (s), and e -mail address. • Project Manager education, experience and any special consideration • Key Project Members education, experience and any special consideration • Firm's Project organization and coordination structure II. Firm's Office Location & Other Forms (not included in page limit) • List the location of all offices (firm and sub - consultants) involved with this project and approximate distance (in miles) and time (in hours) to City Hall. • Company Information /Signature Sheet p. 15. • Receipt of any addenda issued. • Summary of Litigation, if none please so state. Provide a summary of any litigation, claim(s), bid or contract dispute(s) filed by or against the Firm in the past five (5) years which is related to the services that the Firm provides in the regular course of business. The summary shall state the nature of the litigation, claim, or contact dispute, a brief description of the case, the outcome or projected outcome, and the monetary amounts involved. E. TIME SCHEDULE The anticipated schedule of events related to this solicitation is: Date of RFQ Request for qualifications published 23 days later Last day for questions 30 days later Statements of qualification are due 32 days later Qualification statements distributed to selection committee 45 days later Selection committee meeting held Next meeting Short -list of ranked firms recommended to City Commission Dates are estimated and subject to change at the City's discretion. RFQ #1301 — Continuing Engineering Services Water Utility Modeling F. SELECTION PROCESS The criteria for selection shall be based on the criteria listed above, including the firm's qualifications, location, past performance, and reference check. The City reserves the right, before awarding the contract, to require a Respondent to submit such evidence of its qualifications, as the City may deem necessary and may require oral presentations of firms. The City shall be the sole judge of the competency of Respondents. 2. A City evaluation committee will evaluate each respondent's qualifications and will short -list and recommend to the City Commission up to three firms in ranked order of qualifications based upon the selection committee's evaluation of the proposals and any client references. All Respondents shall be notified via Onvia /Demandstar or other means of staffs recommended ranking of firms to the City Commission. The City Commission's decision to endorse or modify the ranking by staff shall be final. 3. The City will apply the negotiation requirements of Section 287.0055, Fla. Stat., (a.k.a., CCNA). The City will attempt to negotiate an agreement with the top- ranked Respondent. If no agreement is reached with the top- ranked Respondent, negotiations will be terminated and initiated with the second - ranked Respondent, and so on, until an agreement is reached. 4. The successful Respondent shall be required to execute an agreement which provides, among other things, that all plans, drawings, reports, and specifications that result from Respondent's services shall become the property of the City. Upon the successful negotiation of an agreement, a formal contract will be prepared and subsequent executed by both parties. Evaluation Criterion Maximum Points 1. Experience of the firm and project team • Past Performance and Experience of the Firm • Past Performance and Experience of the Team Members 40 • Past Performance and Experience with or in the City • Overall Experience 2. Ability to Meet Time and Budget Requirements • Projected Workloads of the Firm 20 • Affect of Legal Action Against the Firm 3. Project Approach • Briefly describe your Firm's understanding of the services requested 30 and how the firm would accomplish the work. 4. Office Location • Location of the Office and Proximity to the City of Ocoee 5 5. Certified Minority Business Enterprise • Include Copy of MBE Certification 5 100 RFQ #1301 — Continuing Engineering Services Water Utility Modeling 12 G. WORK ASSIGNMENT PROCEDURES Firm(s) selected by the City will provide professional engineering services for water utility modeling and minor utility studies to the City on an as needed basis, based upon task orders to be issued by the City under the continuing contract. No work shall commence until the verification of the issuance of the purchase order or other authorization document. Invoicing for completed work or progress billing shall be submitted to the requesting Utilities Department for processing and submission for payment by the Finance Department with a copy to: Accounts Payable Finance Department City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 H. BID PROTESTS All Bid Protests shall be submitted to the Purchasing Agent in the following manner: A Bidder shall file a written bid protest under this Article or be barred any relief; oral protests shall not be acknowledged. A bid protest shall be limited to the following grounds: (a) issues arising from the procurement provisions of the Project Manual, its addenda, and other bidding documents; and /or (b) applicable federal, state, or local law. No bid protest may be based upon questions concerning the design documents (drawings and specifications). The Bidder shall clarify all questions concerning the design documents of the project prior to submitting its bid. The content of the bid protest shall fully state the factual and legal grounds for the protest and the legal basis for the relief requested. The bid protest shall be filed with the Purchasing Agent not later than three (3) calendar days after the posting of the notice of intent to award or recommendation of award by staff, whichever is earlier. The Purchasing Agent, on behalf of the City, shall make a determination of the merits of the protest not later than five (5) business days after receipt of the protest. If the City denies the protest, the City may proceed with award of the contract unless enjoined by order of a court of competent jurisdiction. END OF INSTRUCTIONS RFQ 41301 —Continuing Engineering Services Water Utility Modeling 13 COMPANY INF ORMATION /SIGNATURE SHEET RFO #1301 FAILURE TO COMPLY WITH THESE RFQ INSTRUCTIONS WILL RESULT IN DISQUALIFICATION OF YOUR QUALIFICATION PACKAGE. PLEASE SIGN BELOW ATTESTING THAT YOU HAVE READ AND UNDERSTAND ALL RFQ INSTRUCTIONS AND THAT YOU UNDERSTAND THAT THE SUCCESSFUL RESPONDENT WILL BE REQUIRED TO ENTER INTO A LEGALLY BINDING CONTRACT WITH THE CITY OF OCOEE. COMPANY NAME AUTHORIZED SIGNATURE (manual) NAME /TITLE (PLEASE PRINT) STREET ADDRESS CITY STATE ZIP FEDERAL ID # Individual Corporation Sworn to and subscribed before me this Personally Known or Produced Identification (Type of Identification) TELEPHONE (INCLUDE AREA CODE) FAX (INCLUDE AREA CODE) E -MAIL ADDRESS IF REMITTANCE ADDRESS IS DIFFERENT FROM PURCHASE ORDER ADDRESS, PLEASE INDICATE BELOW: Partnership Other (Specify) day of 20 Notary Public - State of County of Signature of Notary Public Printed, typed or stamped Commissioned name of Notary Public RFQ #1301 —Continuing Engineering Services Water Utility Modeling 14 Mayor S. Scott Vandergrift City Manager Robert Frank Commissioners John Grogan, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District 3 Joel F. Keller, District 4 .July 16, 2013 ADDENDUM NO: ONE (1) CITY OF OCOEE RFQ #1301 CONTINUING ENGINEERING SERVICES FOR WATER UTILITY MODELING AND MINOR UTILITY STUDIES This addendum consists of one 1 page, and shall modify and become a part of the original RFQ documents for the Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies. Respondents shall acknowledge receipt of this Addendum in the space provided on this Addendum. Failure to do so may subject the Respondent to disqualification. The RFQ due date remains the same. Revisions and /or Clarifications to the RFQ documents are as follows: Q1. What is the current software and version used by the City (or its current consulting engineer) for hydraulic modeling purposes? Al. Bentley WatcrCAD V8i Select Series 3. (� e To� rt, CPPB Purchasing Agent cc: Evaluation Committee All respondents shall acknowledge this addendum in your qualification package by completing the section below and including in Section II- Firm's Office Location & Other Forms. Respondent: Signature:_ Name: Title: City of'Oeoee • 150 N Lakeshore Drive • Ocoee, Florida 34761 pliorie: (407) 905 -3100 - fax: (407) 905 -3194 • vmNv.ocoee.org s PLANNING • DESIGN CONSTRUCTION July 23, 2013 Joyce Tolbert, Purchasing Agent Purchasing Department City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 RR Request for Qualifications - RFQ #1301 Engineering Services for Water Utility Modeling and Minot- Utility Studies Dear Ms. Tolbert and Selection Committee Members: Reiss Engineering, Inc. (Reiss) is ready to assist the City of Ocoee (City) continue its excellent standard of service to its citizens. The City's goal is to support utilities decision- making with valuable and accurate tools (hydrological /hydraulic models) to find cost - effective solutions. Selecting Reiss will provide your staff with access to experts in developing, updating, and using hydraulic models to optimally operate and expand the City's utilities. We have constructed, calibrated, and utilized hydraLrlic models for potable water, reclaimed water, and sanitary sewer systems for numerous municipalities around the state and throughout central Florida. More importantly, Reiss has performed these services for the City over the past several years. Charles Smith, David Wheeler, and support staff have utilized Reiss to: • create a state -of- the - art, accurate sanitary sewer hydraulic model; • geo- locate the City's water and sanitary sewer customers; • hydraulically design the Lift Station No. 7 Upgrade; • help size, route, and create a developer cost share criteria for the planned Western Force Main; • evaluate connections of the Lakewood Estates development; • plan the West SR 50 Development sewer connection and a developer cost share; and, • evaluate the re- routing of pipes associated with the widening of SR 50, saving the City significant utilities reconstruction dollars. Because of this experience and successful performance, Reiss understands the City's needs. With several large developments planned in the northwest area, around Lake Bennett and in the southwest, engineering and utilities staff must know the impact for the existing water and sanitary sewer system to cost effectively (including developer funding) accommodate this growth. Expansion of the reclaimed water system will generate more utility revenue and extend the service life of precious potable groundwater supplies. IIydraulic models are also excellent tools to evaluate regional interconnections. The City's staff also needs a local engineer with rapid response. Reiss is a local, central Florida -based civil and environmental engineering firm and has demonstrated to the City on numerous projects our dedication to responsive service. Reiss Engineering, Inc. Tel: 407.679.5358 1016 Spring Villas Pl. Fax: 407.679.5003 Winter Springs, FL 32708 mm.reisseng.com NO E Reiss provides the specific hydraulic modeling, general water and wastewater utilities engineering and co»sulting services requested by the City. We have the qualifications and experience; to stand ready and assist you ill successfully mapping out and implementing the City's future potable water, reclaimed water, and sanitary sewer projects. Having been a general utilities engineer for numerous Florida municipalities that are similar to the City, we have gained extensive experience implementing cost - effective water, reclaimed water, and sanitary sewer infrastructure programs to maintain a level of service excellence while meeting grotivth needs. We are well known for cost - competitive services concurrent with high quality deliverables and responsive services. Specifically, the City will benefit from the vast expertise of our team, Mr. Edward Talton has 23 years of experience with master planning and over 30 hydraulic modeling projects, including a 900 pump station wastewater model for Miami -Dade County, Florida. Edward Talton has developed extended period simulation water quality models for the 'Pampa Water Department, City of Port St. Lucie, Orange County, City of St. Cloud, and Seminole County just in the past two ) Mr. Talton was also the Project Manager for the recent modeling of the wastewater system for the City of Ocoee's studies on the West SR 50 Development Wastewater Plan and a new wastewater transmission main along Wurst Road to the City's WWTP. Mr. 'Talton has a strong staff of project engineers, including Brandon Bryant and Melanie Peckham, with significant experience in hydraulic modeling to support meeting the City's project needs. Working together with the City's engineering and utilities staff over the past several years has allowed us to gain valuable knowledge that will enable our team to hit the ground running and provide a continuity that maximizes work and fiscal efficiency. At Reiss, we are extremely excited about this opportunity and look forward to continuing to work with your staff. If you have any questions, please do not liesitate to contact us at any time. C. Robert Reiss, Ph.D., P.E. President 1016 Spring Villas Point Winter Springs, FL 32708 c,rrcis51t,rci seng.cotn Edward I -1. Talton, Jr., P.E. Vice President 1016 Spring Villas Point Winter Springs, FL 32708 ell talto r uissell (-',Colll Sincerely, REISS ENGINEERING, INC. C. Robert Reiss, Ph.D., P.E. President ,. v � J i f 1•� � �i Edward I -I. Talton, Jr., P.E. Project Manager �d f _" >f t 1. t;Qr�Ga Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies TABLE OF CONTENTS Cover Letter Table of Contents ..................... ............................... ............................... iii Section 1 — Reiss Engineering's Qualifications ........................... ..............................1 1.1 Reiss Engineering's General Qualifications .................... ..............................1 1.2 Employee's Qualifications .............................................. ..............................2 1.3 Certifications and Registrations ...................................... ..............................4 1.4 Subconsultants ................................................................. ..............................6 1.5 Recently Completed Similar Services ............................. ..............................6 1.6 Modeling Software Packages ......................................... .............................14 1.7 Quantity of Equipment ................................................... .............................14 1.8 Client References ........................................................... .............................15 1 .9 Project Manager ............................................................. .............................16 1.10 Key Project Team Members ........................................... .............................16 1.11 Reiss Engineering's Project Organization and Coordination Structure ......21 1.12 Project Approach ............................................................ .............................22 1.13 Ability to Meet Time and Budget Requirements ........... .............................25 1.14 Project Workload of the Firm ......................................... .............................27 Section 2 — Reiss Engineering's Office Location & Other Forms .........................37 2.1 Office Locations ............................................................. .............................37 2.2 Company Information/ Signature Sheet ......................... .............................38 2.3 Receipt of Any Addenda Issued ..................................... .............................38 2.4 Summary of Litigation ................................................... .............................38 cr n O z SECTION 1: Reiss Engineering's Qualifications .............................................. ............................... Is ■ Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies SFIC'TION I Reiss Engineering's Qualifications 1.1 Reiss Engineering's General Qualifications Reiss Engineering, Inc. (Reiss), from its inception in 1998, prides itself as being a client - service oriented firm specializing in potable water, reclaimed water, and sanitary sewer engineering services. Based solely on providing general civil and environmental engineering services for municipalities and other governmental entities, Reiss has built a local and statewide client base by providing an unmatched quality of service. Reiss' roots as a potable water quality engineering specialty firm, with particular expertise in hydraulic and water quality modeling, will serve the City of Ocoee well in the successful completion of the RFQ scope of services. From water to wastewater, studies to detailed design, alternative water supply evaluations to master planning and GIS applications, Reiss has established itself as a technical leader in civil and environmental engineering in Florida. While offering a full array of utility engineering services, Reiss has specialized experience and expertise in the areas of transmission/ distribution hydraulic modeling, water quality modeling, operations optimization and regulatory requirements. We believe this experience would be beneficial to the City of Ocoee as the City continues the process of developing hydraulic models for the potable water transmission system. Reiss is committed to providing specialized customer service and a proficiency that differentiates us from other firms. In addition, Reiss understands the need to combine this high degree of expertise with practicality, constructability, operability, and fiscal responsibility. As one of the industry leaders in utility master planning and dynamic hydraulic modeling, Reiss can provide the City of Ocoee with the ability to examine the impact of future projects on the entire utility system, or explore and identify optimally configured alternatives. With master planning performed in a number of Florida communities, including Ocoee, Tampa, Melbourne, Seminole County, St. Cloud, Port St. Lucie and many others, the Reiss team of engineers understands the challenges that face Florida communities. Reiss' proposed Project Manager and Florida native, Mr. Edward H. Talton, Jr., P.E., has assisted many clients throughout Florida and abroad in the development and update of their water, wastewater and reclaimed water master plans, and will add value to the Reiss with his nationally recognized hydraulic modeling expertise. Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies Our staff at Reiss includes highly experienced and capable engineers who are leaders in their field and that is directly applicable to many of the goals and objectives outlined in the Scope of Services section of the RFQ. 1.2 Employee's Qualifications Reiss strength is defined not only by its corporate experience but more importantly by the experience and skills of those employed by the firm. Reiss actively pursues and hires employees whose background, experience, and interest match the focus and direction of the company. Our staff brings with them a specialized portfolio of experience that is consistent with the services requested by the City of Ocoee in the Request for Qualifications (RFQ) for Continuing Engineering Services. The table below displays a brief summary of the project teams' qualifications and role they will provide for the City under this contract. A one page resume for each of the employees listed below can be found at the end of this section. PERSONNEUROLE QUALIFICATIONS . Ph,D. in Environmental Engineering a Masters of Science in Environmental Engineering C. Robert Reiss, Ph.D., P.E. - Bachelor of Science in Civil Engineering Principa /in- Charge d Professional Engineer in Florida (No, 53794) k 21 Total Years of Experience (14 Years with Firm) . Specializes in Civil and Environmental Engineering 9 Affiliations: American Water Works Assoc., American Membrane Technology Assoc., American Soc. of Civil Engineers, Bahamas Soc. of Eng., Caribbean Water and Wastewater Association, Southeast Desalting Association . Master of Science in Environmental Engineering . Professional Engineer in Florida (No. 47023) Edward H. Talton, Jr., P.E. - 23 Total Years of Experience (13 Years with Firm) Project Manager Nationally Recognized Master Planning / Hydraulic Modeling Expertise GIS Data Management and Integration Affiliations: American Water Works Association . Master of Science in Environmental Engineering . Engineering Intern Certification Kelcia D. Mazana, E.I. . 13 Total Years of Experience (10 Years with Firm) Quality Assurance /Quality . Master Planning and Hydraulic Modeling Control . Unidirectional Flushing . Bentley Systems Water, Sewer, Storm Strategic Modeling E N , � Continuing Engineering Services for Water `:'rII' RFQ# 1301 Utility Modeling an d Minor Utility Studies Ricfcte PERSONNELI Q UALIFI C ATION S Affiliations: Soc. of Women Engineers, FL Eng. A.A. Degree in Drafting and CAD Foundation Represent., American Water Works Assoc., American Membrane Technology Assoc., National Soc. of Black Eng., Tau Beta Pi National Engineering Honor Soc. . AutoCAD and GIS Expert Bachelor of Science in Civil Engineering GIS /CAD Designer Professional Engineer in Florida (No. 74645) Brandon C. Bryant, P.E. . 6 Total Years of Experience (6 Years with Firm) Assistant Project Manager . GIS Mapping, Data Management, System Integration 5 Master Planning and Hydraulic Modeling 0 Affiliations: American Water Works Assoc., FL Water Env. American Water Works Association Association 9 Bachelor of Ocean Engineering . Engineering Intern Certification Bradford A. Stroppel, E.I. - GIS Professional (GISP) GIS Designer a 12 Total Years of Experience ( <1 Year with Firm) GIS Mapping, GIS Routing Systems . GIS Mapping a Water, Sewer, and Reclaimed Water Design . Affiliations: Urban and Regional Info. Sys. Assoc., FL Section URISA, FL ESRI User Group, Central FL GIS A.A. Degree in Drafting and CAD 20 Total Years of Experience (9 Years with Firm) Robert L. Lupo . AutoCAD and GIS Expert GIS /CAD Designer 9 Water and Wastewater Treatment Design Drawings 3 -D CAD Expert a Affiliations: ESRI Florida Water /Wastewater User Group, American Water Works Association . Bachelor of Science in Environmental Science . 5 Total Years of Experience (5 Years with Firm) Matthew S. Grewe . Hydraulic Modeling Project Technician . GIS Mapping 6 Unidirectional Flushing . Affiliations: American Water Works Association . Bachelor of Science in Civil Engineering 9 Bachelor of Science in Environmental Engineering Jonathan A. McCarthy . 1 Total Year of Experience (1 Year with Firm) Project Engineer . Master Planning and Hydraulic Modeling . Affiliations: American Soc. of Civil Eng., American Water Works Association RFQ# 1301 Continuing Engineering Services for Water Utility Mode ling and Minor Utility Studies 1.3 Certifications and Registrations a Master of Science in Civil Engineering State of Floridki Engineering Intern Certification Weston T. Haggen, E.I. V 4 Total Years of Experience (4 Years with Firm) Project Engineer % GIS Mapping r —paraeon wg»vzW uahY 1tk qws of 1be Suls of F3[HSd'A. Ned s Ikrrnstxr m Construction Administration 14 1998 a Affiliations: American Water Works Association, American nr doc®sn1 n b. at d c.p.. n is P98W1042I9 Society of Civil Engineers 1 rwTrk. �ranry tmt ,:,a cwywanoo ha, pam mi r � m,< m., nrr�r r an «,r3, a Bachelor of Science in Environmental Engineering Kathleen N. Geirok, P.E. a Professional Engineer in Florida (No. 54020) Project Engineer 0 20 Total Years of Experience (2 Years with Firm) � f ftetba er,tN that wd ewpw+non tus tw1 (ka Artretrs of lhawt +awn ff Hydraulic Modeling and Regulatory Compliance T,ir ..M ..q A.N.Jity Master Planning and Computer Modeling G— Sadfd,5 —flI & Affiliations: American Society of Engineers, FL Eng. Soc. T.MLa.ve, Nr, .pY,.j Wa, u rlw Snere! Yv eJT.irwv. MJ! Bachelor of Science in Environmental Engineering Melanie D. Peckham, P.E. " Professional Engineer in Florida (No. 66487) Project Enqineer 10 Total Years of Experience (2 Years with Firm) _ t F Secretury ufSture 9 Specializes in Advanced Water Treatment Processes 1 b Master Planning and Hydraulic Modeling 0 Affiliations: American Society of Civil Engineers 1.3 Certifications and Registrations State of Florida Hoard of [ 14cssinnol Fnginccrs A'"" 'I" Reiss Engineering, Inc. r ouihar.:.A u+xlo. ,tom P.o....... t Sr 4'> '17 oop. --* u..i u t p t! h "✓Fh o P.oteni+xwl Fngin.er, a�fy P rntca o.ak tleslxa i'1, F1u fU S�oturc.. Aid '�o x - 1 t Gorr 7'icyrun(Aufin nnrwn rani State of Floridki Department of State 1 j 1 CMIN ttan the 1-4, oTUa, off— that REISS E-NcuaT.I,XINQ r.VC n r —paraeon wg»vzW uahY 1tk qws of 1be Suls of F3[HSd'A. Ned s Ikrrnstxr 14 1998 nr doc®sn1 n b. at d c.p.. n is P98W1042I9 1 rwTrk. �ranry tmt ,:,a cwywanoo ha, pam mi r � m,< m., nrr�r r an «,r3, 3. D—.bn ,1.'_013. tha oa moc rcernt mmul c <patuutan, btrc,rwxs rgav, wu fi W Ft— 7.."013- and m uatus ,s x a,r � f ftetba er,tN that wd ewpw+non tus tw1 (ka Artretrs of lhawt +awn 4 T,ir ..M ..q A.N.Jity A G— Sadfd,5 —flI & T.MLa.ve, Nr, .pY,.j Wa, u rlw Snere! Yv eJT.irwv. MJ! _ t F Secretury ufSture 1 l 1 State of Florida Hoard of [ 14cssinnol Fnginccrs A'"" 'I" Reiss Engineering, Inc. r ouihar.:.A u+xlo. ,tom P.o....... t Sr 4'> '17 oop. --* u..i u t p t! h "✓Fh o P.oteni+xwl Fngin.er, a�fy P rntca o.ak tleslxa i'1, F1u fU S�oturc.. Aid '�o x - 1 t Gorr 7'icyrun(Aufin nnrwn rani r�1 U State of Florida Board of Professional Engineers Attests thot Charles Robert Reiss, P.E. Is licensed as o Professional Engineer under Chapter 471, Florida Statutes Expiration: 2f2812015 P.E. Iic. No: Audit No: 228201526917 53794 State of Florida Board of Professional Engineers A.tas.s .hot Edward Holmes Talton Jr., P.E. Is licensed os o Professional nglneer under Chapter 471, Florida Statutes Expiration: 28822015 - P.E. tic. No: Audit No: 228201526109 47023 State of Florida Board of Professional Engineers Amsis shot Brandon Craig Bryant, P.E. 1,1 Is licensed as a Professional Engineer under Chapter 471, Florida Statutes Expirotioa: 2/28/2015 P.C. tic. No: Audit No: 228201517459 7464.5 State of Florida Board of Professional Engineers Atka that Kathleen Newell Gierok, P.E. fxy . a Is licensed as o Professional Engineer under Chapter 471, Florida Statutes &plroti— 2128f2015 P.E. tic No: Audit No: 228201526953 54020 Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies State of Flor Board of Professional Engineers At.,,,, .hot Melanie Dawn Peckham, P.E. Is licensed as a Professional Fngincer under Chapter 471, Florida Statutes rxpirati'— ' 2, ,' €'.r. tic. N. Audit No: 2: n3o i5nca'' til *'ifi' Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies 1.4 Subconsultants Reiss has complete in -house potable water, reclaimed water, and sanitary sewer modeling capabilities to address the assignments outlined in the RFQ's scope of service. Therefore, Reiss does not intend to utilize any sub - consultants for this contract. 1.5 Recently Completed Similar Services This section will provide the City of Ocoee with current or recently completed similar projects directly applicable to this contract. Reiss has become a technical statewide leader in providing advanced hydraulic modeling services for water, wastewater, and reuse water systems. Inclusion of Reiss on this project would allow us to provide you the services necessary to compile the data required to maintained and update the hydraulic model, populate it with demand data and flows, calibrate to match real world operations, and develop model scenarios for operation and /or system improvements. The completed hydraulic model can then be utilized for master planning tasks, water age reduction studies, flushing optimization, disinfection by- product (DBP) formation evaluations, storage /repump facility operations, and design support. Examples of hydraulic modeling projects currently or recently performed are as follows: Northeast and Southeast Water Quality and Hydraulic Models Update, Sampling and Testing Senallole Comity, Florida S10I'1 00 /(': flt1 -'2( )1() / Cf)10 1('1i()tt I)(Ih': 14(11 - CII The Seminole County Environmental Services Department ( SCESD) has proposed making substantial changes to their water production and distribution systems in the Northeast Service Area (NESA) and the Southeast Service Area (SESA) to meet the EPA's Stage 2 Disinfectant/ Disinfection Byproducts Rule (D /DBPR) requirements. SCESD had a previous distribution system model based on out -of -date data which was not field calibrated for water age and was found to not accurately reflect the formation of disinfection byproducts (DBPs) in the distribution system. The objective for these projects was to create and calibrate new hydraulic and water quality models for the NESA and SESA using up -to -date field results. These models were developed to predict chlorine residuals, THM, HAA, and _. Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies "icr cc water age for Stage 2 D /DBPR compliance with and without changes to the water production and distribution system practices. The final objective for these models was to support recommendations for advanced treatment option upgrades, including ozone and granular activated carbon, to be made at the primary water production plants for the NESA and SESA, respectively. Water quality modeling evaluations were developed based on pilot and bench scale studies to support alternative recommendations as to the ability of the existing systems to meet Stage 2 D /DBPR requirements. Consideration of alternate treatment included ozonation alone, ozonation followed by additional treatment, or other processes designed to achieve water quality goals. The Seminole County Northeast and Southeast hydraulic models included transmission and distribution piping and were constructed in Innovyze's H Map hydraulic modeling software. Reiss utilized Seminole County's latest GIS water mains, pump curves, construction plans, as -built drawings and input from County personnel to update the transmission and distribution system hydraulic model. The methodology used to complete this structure update was to collect up -to -date reference information, compare the referenced materials to the model, meet with County staff to resolve any potential discrepancies in the reference materials, and make hydraulic model changes and recommend verification of the referenced materials as needed. Hydraulic Modeling Continuing Contracts ._ r'i!lt.7 n � till t�trrrtt�, `t, Cloild, ( alffiwd, t111d Ocooc, 1'7(frt'da 1)alcl hirloos 0 101,tttt(llo t onlrtt {, l 11011 ?t ill1itt ' i o } J ` Reiss currently holds multiple continuing contracts specifically to perform is hydraulic modeling services with several Florida communities, such as Orange County and the Cities of Sanford and Ocoee. Under these continuing contracts _. J. Reiss has been responsible for model construction, modifications, demand development, calibration, steady state and dynamic pressure and flow verification, current and future system analyses, storage tank optimizations, source water analyses, and master planning. In addition to the specific hydraulic modeling continuing contracts, Reiss has also performed hydraulic modeling services under general continuing contracts for the Cities of Altamonte Springs, St. Cloud, Melbourne, Port St. Lucie, Casselberry, Clearwater, Tampa, as well as services for South Seminole & North Orange County Wastewater Transmission Authority, and Seminole County. With a team of knowledgeable experts and a strong history of serving Florida communities over the past decade, Reiss is highly capable of providing the highly technical and specialized hydraulic modeling services the City of Ocoee requires. 7 RFQ# 1301 Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies Model Update, Water Quality Master Plan, and Water Age Optimization €'ttt� f Cizs.5c�17 �pr�t hYor da `1(10 l Plc: October �,2(a i j {'M 11pletion Oaf( ;14(liv /1 4 ?fir > In 2010, the City of Casselberry faced a variety of short -term (years) and long- term (decades) challenges. The specific challenges related to the City's water production and distribution system included accurately estimating future population growth, determining current and future water demands, evaluating available water supplies, protecting water quality, assessing existing water production and distribution infrastructure, and developing an updated Capital Improvement Plan (CIP). Reiss assisted the City by constructing and updating an all pipes, dynamic hydraulic /water quality model to address the technical issues of utility operations and maintenance, future system growth, current and future water quality regulations, and the Department's fiscal plans and limitations for the to -year planning period. The model was successfully constructed and calibrated for pressure and chlorine residual on a dynamic basis. As part of this Comprehensive Capital Improvement Planning effort, Reiss consolidated information collected from a detailed asset management assessment for the City's potable water transmission and distribution system, and water treatment plants. The City's water demand projects were updated and multiple alternative water supply projects were investigated to determine the best future supply to meet the City's needs. Stage 2 D /DBP sites were evaluated and multiple alternatives were provided to ensure the City's compliance with the Florida Department of Protections' future Stage 2 D /DBP regulations. Reiss culminated the effort with a Water Age Optimization and Water Quality Analysis using the model to optimize water quality issues in the City's potable water distribution system. This effort utilized the hydraulic /water quality model to identify water quality issues in the distribution system, set water quality goals, correlated the goals to distribution system water age, and optimized the distribution water age to meet the water quality goals. Reiss prepared a technical memorandum summarizing the results of the distribution system model water quality simulation efforts for the City, and recommended specific capital improvements and optimization action items. r _ 8 Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility S t ud ies trnr<c�a Water Master Plan 1, Citz} idc 1)(11(': Jtrttttc ►rit _' t000 / Co llipletim? Pate: tTctrtt. ur it _�()to . The City of Melbourne's (City) Department of Public Works and Utilities was . facing a variety of short -term and long -term challenges with respect to the ` provision of potable water to its customers. The City's ongoing mission is to . - provide its citizens a safe and dependable supply of drinking water. In accomplishing this goal, ongoing capital, operational and maintenance improvements to the City's infrastructure must be both cost effective and justifiable (growth, efficiency, regulatory compliance, water quality, etc.). The City contracted Reiss to perform a Water System Master Plan Update addressing the technical issues of utility operations and maintenance, future system growth, current and future water quality regulations, and the Department's fiscal plans and limitations. As part of the Water Master Plan, the City requested that a comprehensive Surface Water Treatment Plant (SWTP) assessment be performed to address design capacity of the SWTP process. In addition, an evaluation of improving disinfection efficiency and comparing modifications to increase contact time (CT) versus water age reduction in ground storage tanks was conducted. Reiss updated the hydraulic model (previously constructed by Reiss) and conducted an extended period simulation (EPS) model verification. The verification was conducted to ensure that the calibration completed in 20o6 remained applicable after the hydraulic model was updated with new information during this master plan. The 2oo6 calibration effort simulated field activities above a go percent accuracy. The goal of hydraulic model verification was to uphold the predictive accuracy of this important tool, which was used to assess expansion and improvement of the potable water distribution system. The City used the hydraulic model to plan and optimize distribution system maintenance, capital improvements, utility operations, pressure service, piping redundancy, distribution system water quality, and conduct a variety of analyses. Proper use of an accurate hydraulic model saved, and continues to save, the City significant capital and operational expenditures. In addition to the identification of Capital Improvement Plan (CIP) projects based on hydraulic analysis, the potable water distribution system hydraulic model was used to evaluate additional system improvements desired by the City. These improvements, such as the Hibiscus Booster Station fill line, E RFQ# 1301 Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies reliability looping, and storage and chemical facilities helped to optimize operations throughout the entire distribution system. a „! ' Water System Hydraulic Modeling and Master Plan 7�trrtl cr 11 1)(parit1wat!, ( "Itt l «f 1'trr7t��ct, I'loridu o ®� Under a continuing engineering services contract, Reiss has updated and -- r maintained the City of Tampa's water system hydraulic model for the past 8 years. Initially, the Tampa Water Department (TWD) was interested in increasing the accuracy and usefulness of its water transmission hydraulic model. The Hydraulic Model Update was performed by Reiss to check model structure, accurately allocate existing and future demands, and calibrate the hydraulic model to field conditions. The hydraulic model supports operation and expansion of its loo MGD water system through the following: Transmission master planning; Pressure troubleshooting; Risk assessment; ® Fire protection; and, Energy management. The Hydraulic Model Update included a strategic plan for updating, maintaining, and operating the hydraulic model. The Strategic Plan provided a schedule of tasks and manpower required to keep the hydraulic model up -to- date and increase use, thereby maximizing usefulness to the TWD. The plan included developing and maintaining operational protocols for hydraulic modeling to assist TWD staff. The Hydraulic Model Update included cross - checking the model piping with GIS as -built information for 12 -inch and larger piping. State -of- the -art technology and procedures were used to link the City's GIS and water meter information to the hydraulic model for accurate demand allocation. The TWD SCADA System was used to calibrate the hydraulic model with no use of additional water. Results from this project provided the following benefits to the City: 0 Accurate & predictive transmission system hydraulic model; a Elimination of redundant maintenance of a separate system map; Use of model by TWD staff to recommend conversion of repump to booster for significant cost savings; Identification of high peaking areas; and, Development of large user peaking factors. it 10 I Fes. Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies 1 L oU Reiss also used the model to lead and support creation of an aid in construction areas that passed Council and projected to provide over $50,000,000 in developer funding to pay for needed transmission system improvements. St. Petersburg Strategic Auto - Flusher Program C;'itY elf 5`t. Petershill Florido Slurt Oofe: : wlast -)oio /C'ompictimi t)(rtc;: Fohrilory_ The City of St. Petersburg provides water, wastewater, and reclaimed water service to meet the needs of its 250,000 citizens. As a leader in water s conservation, the City was one of the first utilities to retrofit from potable to reclaimed water distribution systems for its customers' irrigation purposes. The reduction of irrigation using potable water in areas where reclaimed water service was available led to increased water age in the potable water distribution system, as localized potable demands were significantly reduced. Increased water age in the potable distribution system posed a number of challenges to water quality, including increased disinfectant residual decay, problems with taste and odor, and nitrification. To optimize delivered water quality to its customers and reduce flushing water volumes, the City of St. Petersburg contracted Reiss to construct and calibrate a dynamic hydraulic /water quality model to optimize water distribution operations, maintenance and flushing activities. Reiss successfully constructed, calibrated and utilized a 98,000 pipe, all pipes dynamic water quality model to evaluate options including remote storage tank operation optimization, booster pumping and disinfection, auto - flusher deployment and flushing rate targets, and alternative pumping strategies. Strategic Auto - Flusher Water Conservation Project evaluations, and provided recommendations for distribution system and water quality improvements. Results of the Program have been successful to date with significant reductions in un- captured flushing volumes and customer complaints. Findings were presented in the 2012 Florida Water Resource Conference and will be presented in the American Water Works Association Distribution System Symposium in later 2012. RFQ# 1301 Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies zoio Hydraulic Models Flow and Demand Update SI(Irt 1)(11c: Mal >t�l {� f (.'t�alpletioll L)€�t �: Jill ?faro p } The 2oio Hydraulic Models Flow and Demand Update Project updated the water, wastewater and reclaimed water models with key information that }' ensures the models continue to provide Orange County Utilities (OCU) accurate and relevant output to support the engineering staff with planning and operational decision making. The water hydraulic model future demand allocations were updated for 2010, 2015, 2020, 2025 and 203o by creating geo -coded shapefiles utilizing existing demand locations. The updated allocation allows OCU to more accurately evaluate water system planning issues and confirm planned capital improvements. The key factor in cost effectiveness of the potable water model update was the integration of the model with GIS. The model -GIS integration made the update less labor intensive and identified model to GIS discrepancies and assisted with the quality control of the GIS and the hydraulic model. The potable water model was updated with new high service pumping information and controls dynamically updated via SCADA output. The SCADA output was input into the model to calibrate the pressure delivery points and improve the accuracy of dynamic simulations. This project also geo - located reclaimed water demands and updated OCU's outdated private pump station service area boundary file for the County's wastewater hydraulic model. An update allowed OCU peaking factor calculations to work more accurately and support operations and planning modeling. OCU's wastewater model has state of the art pump station service area peaking factor calculations that maximizes the usefulness and accuracy of the model. The reclaimed water meter data required spatial verification and locating to ensure a proper allocation was completed. The 2010 model update needs were vital to maintaining OCU's hydraulic and water quality tools to more efficiently plan and operate the potable water, wastewater, and reclaimed water systems. RFQ# 1301 Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies Hydraulic Models Flow and Demand Update, Orange ✓ ✓ ✓ ✓ ✓ ✓ ✓ County, FL Water Hydraulic Modeling Services, City of Sanford, FL ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Hydraulic Model Update and Calibration, ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ City of Tampa, FL Morningside Water Quality and Hydraulic Modeling, ✓ ✓ ✓ ✓ ✓ ✓ City of Clearwater, FL Water System Master Plan Update, City of Melbourne, FL ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Water Quality Master Plan and Capital Improvement ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Plan Update, City ofCasselberry, FL Water Modeling Master Plan Update, City of St. Cloud, FL ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Citywide Potable Water System Evaluation, City of ✓ ✓ ✓ ✓ ✓ Clearwater, FL Potable Water Master Plan, City of Tampa, FL ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Potable Water Distribution Quality Improvements, City of ✓ ✓ ✓ ✓ ✓ ✓ Sanford, FL Water System Model Setup, City of Ocoee, FL ✓ ✓ ✓ ✓ ✓ ✓ Water Distribution Optimization, City of Port St. Lucie, FL ✓ ✓ ✓ ✓ ✓ ✓ ✓ NE Water Quality Modeling, Sampling and Testing, ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ Seminole County, FL Unidirectional Flushing Program Design, Cityof ✓ ✓ ✓ ✓ Sanford, FL Wastewater Pump Station Hydraulic Modeling South Seminole & North Orange County Wastewater ✓ ✓ ✓ ✓ ✓ ✓ ✓ Transmission Authority, FL Reclaimed Water Hydraulic Model Development ✓ ✓ ✓ ✓ ✓ City of Clearwater, FL Water, Wastewater and Reclaimed Water Interim Master ✓ ✓ ✓ ✓ ✓ ✓ ✓ Plan Updates, Seminole County, FL Water, Wastewater and Reclaimed Water Master Plan ✓ ✓ ✓ ✓ ✓ ✓ Update, City of Port St Lucie, FL Water Delivery & Wastewater Collection Master Plan, V/ V/ ✓ ✓ ✓ ✓ ✓ City of Port St Lucie, FL Reclaimed Water Distribution System Update and ✓ ✓ ✓ ✓ ✓ ✓ ✓ Analysis, Reedy Creek Improvement District, FL Water and Wastewater Master Plan Update and Revenue ✓ ✓ ✓ ✓ ✓ ✓ ✓ Sufficiency, City of St. Cloud, FL Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies 1.6 Modeling Software Packages Reiss is fluent in working with many major hydraulic modeling softwares and has the most recent version of all software applications listed below: Bentley Software Applications • WaterCAD Stand Alone • WaterCAD for AutoCAD • SewerCAD Stand Alone SewerCAD for AutoCAD MWH Soft Software Applications H2OMap Water InfoWater UDF module for InfoWater Other Applications: EPA Net AutoCAD 2012 and 2013 ArcGIS Desktop lo.o Microsoft Office 2010 1.7 Quantity of Equipment Reiss possesses all of the equipmen projects for the City of Ocoee as part t necessary to successfully complete all of this Continuing Engineering Services for Water Utility Modeling and Min ' -� ,.i,. ., �.4 14 , or Utilities Studies contract. Equipment Quantity AutoCAD 201212013 License(s) 3 WaterCAD License(s) 2 AutoCAD Civil 3D License(s) 2 SewerCAD License(s) 1 Arc GIS (ArcMap) License(s) 9 Mobile GPS Equipment with ArcPAD Software License(s) 1 Microsoft Office 2010 License(s) 52 Desktop Computers 28 Laptop Computers 24 Company Vehicles 6 Skid - Mounted Reverse Osmosis Systems 1 ' -� ,.i,. ., �.4 14 , Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies Equipment on on RIM Bench Scale Reverse Osmosis Systems 1 Single Element Pilot Systems 1 2:1 Array Low Pressure RO Skid Pilot 1 Trailer Enclosed Reverse Osmosis Systems 1 Full Size Color Plotters 1 Color Laser Printer 1 Color Copiers 3 Black/White Printers 16 Laminating Machine 1 Digital Cameras 2 High Definition Digital Projection Units 2 Video Recorder 1 1.8 Client References Reiss has provided the following client references to demonstrate our prefessional experience in potable water transmission system hydraulic modeling to address the tasks outlined in the RFQ's scope of services. Ms. Migdalia Hernandez P.O. Box 1788, Sandord, FL 32772 - 1788 Telephone: 407/688 -5104 e -mail: migdalia.hernandez @sanfordfl.gov 0111 Mr. Harold Nantz, P.E., Public Utilities Director 2881 Harper Road, Melbourne, FL 32904 Telephone: 321/674 -5761 e -mail: hnantz @melbourneflorida.org tiI;t)Irt /I c oli7wlc North Orange Con'littt i�'c�stcttrtf�3�' �'rrt�tsttai`sifa�l 'Aalll J Mr. Ed Gil De Rubio, Executive Director 410 Lake Howell Road, Maitland, FL 32751 Telephone: 407/6 - 34 1 9 e -mail: ssnocwta2 @cfl.rr.com 15 Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies 1.9 Project Manager Edward H. Talton, Jr., P.E., Project Manager Mr. Talton has over 23 years of experience and will serve as the , overall Project Manager for the Hydraulic Modeling of this project. Mr. Talton will direct and manage the hydraulic modeling activities, in addition to keeping direct contact with the Utilities , and Engineering Department throughout the project, maintaining an open line of communication. His experience includes water, wastewater and reuse master planning, implementation support work including Capital Improvement Programs (CIP) and mapping updates, WTP site acquisition, operational optimizations, as well as hydraulic modeling and development review. Mr. Talton's expertise in master planning and hydraulic /water quality modeling is extensive, having completed projects for major master plans, water quality modeling/ calibration to mitigate nitrification, distribution operations optimizations, and risk based asset prioritization. Mr. Talton has served in this role for the City of Ocoee for the last 5 years and feels part of your team. Mr. Talton has designed over ioo,000 feet of 24- to 48 -inch water transmission pipe and hydraulically modeled over 50 million feet of overall pipeline all over the State of Florida, including services for Seminole County, Brevard County, and the Cities of Tampa, Lakeland, St. Petersburg, Port St. Lucie, St. Cloud, West Palm Beach, Orange City and Ocoee. Mr. Talton also has experience in training on various hydraulic modeling programs to increase the staffs understanding and knowledge of the programs. Mr. Talton will have the primary responsibility for maintaining contact with the Utilities and Engineering Department and directing the Project Team throughout the duration of this project. 1.10 Key Project Team Members The Reiss is comprised of highly qualified engineering staff, each of whom takes pride in their level of expertise and ability to provide the highest quality service to their customers. The individuals chosen to assist the City of Ocoee in the Hydraulic Modeling for potable water, reclaimed water and sanitary sewer systems projects have been specifically selected for their relevant experience and familiarity with the nuances of hydraulic modeling in the State of Florida and in Ocoee. Our Project Manager, Mr. Edward Talton, Jr., P.E., has extensive experience in regional master planning and has been constructing and calibrating hydraulic models for over 23 years. He has also participated in developing models for some of Central Florida's largest utilities (Tampa, Orange County, Seminole County, Melbourne, Port St. Lucie, St. Cloud). Mr. e 1 „a 16 •� Continuing Engineering Services for Water RFQ# 1301 Utility Mo and Minor Utility Studies to�do Talton's enthusiasm for model development and attention to detail is shared by each member assigned to his staff on this project. The project team proposed herein has been carefully constructed to combine extensive project experience and technical knowledge with unparalleled efficiency and customer service. While many engineering firms provide proposal responses filled with generic, company -wide experience, the staff and experience described herein comes directly from the team members who would be working with the City through the duration of the contract. Outlined below are the Reiss Team's key personnel that will be closely involved with the City and this project. C. Robert Reiss, Ph.D., P.E., Principal -in- Charge Dr. Reiss, President of Reiss, is a nationally recognized leader with 21 years of experience in water and wastewater management. Dr. Reiss has been serving at a senior management level, as Project Manager or Principal -In- Charge, of a wide array of municipal utilities projects for over a decade. NP During that time he has been responsible for meeting the technical and management objectives of municipalities throughout Florida. Dr. Reiss has been responsible for contracting, management of technical staff, public hearings, and presentations/ meetings with elected officials. In addition, Dr. Reiss is a nationally- recognized expert on water quality, water treatment processes and advanced treatment issues, with an emphasis on membrane technologies. He has served as the company's Principal -in- Charge for projects such as the permitting for the remediation of Tampa Bay Water's DESAL I facility, the design of several water treatment facilities including RO facilities at St. Lucie West and Bowling Green, Ohio, as well as concentrate permitting and master planning for the City of Melbourne. In addition to his wide range of project experience, Dr. Reiss brings particular expertise in the areas of water quality, master planning, compliance and membrane treatment to our proposed project Team. His vast technical knowledge and experience with the overall management of projects has led to the successful completion of numerous planning, design and construction projects across Florida on time and within budget. As the firm's leader for a number of continuing contracts, including Melbourne, Clearwater, and Tampa Bay Water to naive a few, Dr. Reiss' technical experience and project leadership will add great value to this contract for the City of Ocoee. Continuing Engineering Services for Water RFQ# 1301 Utility Modeling a M in o r Ut Studies Kelcia D. Mazana, E.I., QA /QC Ms. Mazana is a Project Engineer with over 13 years of experience concentrated in the completion of hydraulic modeling and analysis projects. Ms. Mazana 's expertise lies in performing hydraulic analysis and modeling for water quality and associated distribution and transmission main networks, treatment plant hydraulics (open channel) and closed pipe distribution systems. Her experience includes master planning, strategic modeling, design, pilot studies, report development, and data management for a variety of municipal and government projects in water and wastewater treatment. Ms. Mazana's experience with detailed hydraulic modeling and flushing programs with associated flow - monitoring equipment have improved our Team's ability to propose reasonable and cost - effective monitoring alternatives to various clients that have resulted in water and wastewater transmission/ distribution improvements. Brandon C. Bryant, P.E., Assistant Project Manager Mr. Bryant is a Professional Engineer and has over six (6) years 1` a of experience in water, wastewater, reclaimed water and water quality hydraulic modeling, pilot studies, report writing, data management and master planning for a variety of municipal and r, government projects in water treatment. Mr. Bryant has been the primary modeler working with Mr. Talton on the City of Ocoee (City) projects and has completed numerous modeling analyses and collaborated workshops with the City. Mr. Bryant was instrumental in sizing and routing Ocoee's Western Force Main project and supporting the bulk of the Reclaimed Water agreement with Orange County Utilities (OCU). Mr. Bryant has performed numerous hydraulic and water quality model constructions and calibrations, including construction and field calibration of OCU potable water distribution and transmission system hydraulic and water quality model. This project included over io million linear feet of pipeline and over 130,000 metered demands. The constructed and calibrated OCU model utilizes steady state and dynamic simulations to accurately predict existing and future flows, pressures and water quality parameters such as chlorine residuals, THM, HAA and water age. In addition to construction and calibration of hydraulic models, Mr. Bryant has performed a multitude of hydraulic analyses utilizing the models, including but not limited to system re- equilibration, master planning, storage tank optimization, lift - station design, pipeline designs, water quality optimization, and water supply facility modification analysis. ,v 18 Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies Robert L. Lupo, GIS /CADD Designer Mr. Lupo is a GIS /CADD Designer with over 20 years of�� experience in design software such as AutoCAD, and Land Development Desktop, and he also has a working knowledge of ArcView, StormCAD, WaterCAD and ICPR. He has served as project manager on design, GIS, and database design projects and has additional background in many other vector and raster graphics software packages, database design and interface programming, and data management. He has utilized these software packages to develop high end figures and maps of water and wastewater networks from hydraulic model output. One example included customer complaint locations highlighted on the water transmission/ distribution map to locate flushing locations for a City's line crew. Mr. Lupo has technical execution and project management expertise in environmental, water resources, master planning, water treatment and wastewater engineering support. M att h e w S. Gre Pr oject Te chni c i a n Mr. Grewe is a Project Engineer with over three (3) years of experience concentrated in hydraulic modeling, pilot studies, report writing, data management and master planning for a variety of municipal and government projects in water and wastewater treatment. His experience includes an Inflow and Infiltration Action Plan for the City of Melbourne, Florida, which addressed high lift station run times and Lift Station No. 6 capacity issues. The project involved smoke testing, GPS database development for the production of location based work orders with pictures and maps for City personnel, the flow metering of manholes, and maintenance of traffic services. Mr. Grewe has also served as a project engineer under Mr. Talton for a variety wastewater hydraulic modeling and planning projects. Kathleen N. Gierok, P.E., Project Engineer Ms. Gierok is a Project Engineer with over 20 years of experience in civil and environmental engineering including planning, ` permitting, design and construction administration and engineering. Her background includes planning, design and construction administration for pipeline facilities including water, sewer /forcemain, and reclaimed water; utility coordination, site work /earthwork facilities, pump station facilities, water and wastewater treatment facilities, and community -wide utility projects. Her skill set includes master planning, computer modeling, and preparation of detailed engineering and feasibility reports, regulatory permitting, bond issues, contract document development, plan review, and construction administration. >R _ ' . <, 1 -,11 J 1 V I W4 1N b iqr L:G Melanie D. Peckham, P.E., Project Engineer Ms. Peckham is a Project Engineer with over nine (9) years of experience in consulting and government engineering. Her expertise includes planning, design, assessment and construction of wastewater and potable water facilities and infrastructure. Ms. Peckham also has experience reviewing residential, commercial and industrial site development plans for compliance with local and state regulations, as well as providing construction administration services. Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies Weston T . Haggen, E.I., Project Eng ineer Mr. Haggen is a Project Engineer with three (3) years of ' experience in potable water quality improvement, inflow and infiltration studies, construction administration, lift station design, report writing, and data management including GIS for a variety of municipal and government projects in water and wastewater treatment. Mr. Haggen also served as a Project Engineer supporting the City of Ocoee's design effort for the design and permitting of their Lift Station Number 3 Upgrade Hydraulic Analysis. Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies 1.11 Reiss Engineering's Project Organization and Coordination Structure Edward H. Talton, Jr., P.E. C. Robert Reiss, Ph.D., P.E. Kelcia D. Mazana, E.I. Brandon C. Bryant, P.E. sae M, et. 21 CR D - "': �,, -,, �-� � N"! , , , � ,� � Bradford A. Stroppel, E.I. Brandon C. Bryant, P.E. Edward H. Talton, Jr., P.E. Robert L. Lupo Jonathan A. McCarthy Kathleen N. Gierok, P.E. Matthew S. Grewe Weston I Haggen, E.I. Melanie D. Peckham, P.E. Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies 1.12 Project Approach The City's staff has confidence in the hydraulic models and their respective results, these valuable tools can be used on a daily basis to make key engineering and planning decisions. Our approach matches the scope of work requested as described below. Our approach is simple, work hand -in -hand with the City's staff to build the best hydrological /hydraulic models of the City's potable water, reclaimed water, and sanitary sewer systems using the latest in modeling software and then calibrate them cost - effectively. With up- to -date model structure and detailed demand allocation, the results are solid. Our mission is to build confidence in the hydraulic models that stems from simulation results that truly reflect actual field conditions. Develop r111a I fuiltte €in Models "Developing and maintaining hydrological models for potable water, reclaimed water, and sanitary sewer systems including collection, distribution, and transmission components." Reiss constructed the City's existing hydrological/ hydraulic models for potable water distribution, reclaimed water distribution and sanitary sewer collection and transmission; this will save the City considerable time and effort in updating and maintaining them. The models were constructed up to five to eight years ago, and have been updated with key information over the past several years, including a recent AutoCAD update of the potable water model. The models, however, have several key inputs that are out of date and require updating. Additionally, some level of field calibration is also recommended to verify the models' accuracy and agreement with actual field conditions. Calibration or verification can also help identify field related anomalies, such as closed valves, that can help improve system performance. The approach to updating the hydraulic model starts with verifying model structure, as recently completed for the potable water model. A comparison of the model with the mapping data, or possible integration, ensures that models are in lock step with the City's latest information. Pipes, pumps, tanks, wetwells and elevations would be verified and updated during this step. The demand and flow allocations are five years out of date and should be updated to refine model accuracy. Reiss, as previously performed for the City, will update the demands by geo- coding water meter billing data and allocating the resulting averaged demands and wastewater flows spatially into the hydraulic models. Once structure and demand /flows are updated, Reiss and the City can proceed with field verification using field collected and /or available flow, _,. �r.i`7in.i. _. i�; . 22 Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies pressure and level information to improve the models' accuracy and potentially locate field irregularities. "Reviewing developmental impacts to utilities system and making recommendations for developer's associated improvements." The City can expect future development to continue with its Downtown corridor and the implementation of the Western Force Main. It is vital that the development's potable water, reclaimed water, and sanitary sewer systems services integrate into the Ocoee's existing systems without significant impact to existing customer's service. If downstream impacts are identified upfront, the City can work with developers to construct facilities that abate the impacts via solutions identified using the hydraulic models. Our engineer, Melanie Peckham served in development review role for the City of Oviedo and has significant experience in this role. Similarly, Reiss has provided the City of Ocoee identical development review services over the last 5 years. We are familiar with the City's engineering standards and desires reviewing new connections. The City will benefit by Reiss ensuring that development engineers design facilities that not only meet City engineering standards, but function seamlessly with the City's existing and future infrastructure. The City's models have both existing and future scenarios that allow us to project into the future and size facilities so that parallel lines or pump upgrades are not required. This will save the City significant future costs. One approach that has worked well for the City has been modeling work sessions with staff. Computer model runs are made and City staff provides input and direction. This approach saved the City tens of thousands of dollars on the State Road 50 widening project by eliminating unnecessary piping re- construction. The potable water model also has the capability to perform a detailed fire flow analysis. We will work with the Utility staff and Fire Department to identify standard values for fire flow requirements for the various locations throughout the City. We understand that the ability to provide sufficient fire flow service to the entire City is important. The hydraulic model is an extremely valuable tool for line size replacement for both fire flow and for other issues such as small (2 ") pipe replacement and aging pipe issues. The model can be used to develop a priority list for infrastructure improvements that will provide the best value for the City, not only for replacement, but even more so for sizing of future mains. 23 IQ r�orao Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies • s��F e6A�.}f �P ii� 4�$� ?L �. 4.��2 � � �96d X�5.L ����.Y �f,F�kxTi "Evaluate existing available information and make recommendations as to the modeling software to be used in both the firm's and the City's efforts." The City uses both AutoCAD and GIS for its mapping functions. The City should have modeling software that is compatible with both. Compatibility with mapping software allows more efficient structure updates and quality control of model inputs. Reiss has multiple licenses of both industry leading softwares (Bentley WaterCAD and Innovyze InfoWater) including the City's current modeling software. We recently performed a software comparison for the City of Altamonte Springs to assist them in a similar decision making process. "Utility modeling efforts will need to include existing and potential interconnections with Orange County, Winter Garden, Apopka, and Water Consery II." The City recently made a significant stride in regional interconnection by finalizing a reclaimed water agreement with Orange County. Reiss provided key hydraulic modeling services to support this agreement. We will leverage our knowledge of the City and its current interconnections; including the Consery I reclaimed water connection to assist the City with future interconnections, including evaluating Orange County Utilities elevated storage tank on Clarke Road and future interconnections that could be beneficial to the City. "Recommendation of model parameters, transfer of City utility system into the modeling environment, compilation of data required by the model, formation of alternative networks, model operation, and other services associated with municipal utility modeling." Reiss will utilize an approach that has made us a leader in hydraulic modeling for municipal Utility needs here in central Florida. Our staff utilizes cutting edge modeling processes and methods that have brought national and local recognition for the specific services desired by the City of Ocoee in this RFQ. As shown throughout this proposal, our key staff has performed these exact �� e ; �. _ ,3 ; 24 r� Continuing Engineering Services for Water RFQ# 1301 Ut ility Modeling and Minor Utility Studies 0 (J services for numerous Florida municipalities and specifically for many of the local Utilities right here in central Florida, including a recent wastewater model up -date for the City of Ocoee (City). Our Team knows the City and the issues facing the Utility with respect to planning and will use this knowledge to � e get the most out of these excellent hydraulic modeling tools cost effectively. an Reiss will provide the City with experience and depth of resources to ensure that that the City has high quality and accurate models and that support services are in place to transfer utility system data into the models, form alternative networks, operate the model, and provide other support services to the City. Mr. Talton will work with your staff to evaluate various scenarios to make key planning and engineering decisions, as well as support the staff for SR 50 construction issues and support communication with the City Commission. The same situation is true for Seminole County, the City of St. Cloud, the City of Tampa and the City of Port St. Lucie. For these municipalities, we have built and (in most cases) calibrated either their water, wastewater and /or reclaimed water models. Additionally, we remain under contract to these municipalities to answer engineering and planning questions. We are also currently working for the Cities of Sanford and Clearwater to up- date and calibrate their water models. 1.13 Ability to Meet Time and Budget Requirements In order to meet the City of Ocoee's (City) project deadline, the City needs an engineering team that: 9 Possesses proven communication skills; a Has previous experience in managing water quality and compliance projects; a Provides innovative and proven techniques for maintaining schedules and budgets; and, Manages the time commitments of key staff to ensure project success. Reiss philosophy of project delivery includes the concept that schedule, and the ability to produce work products quickly and accurately, is truly a primary priority of execution of municipal projects. The City is in need of a firm that can be trusted to make this project a priority, maintain the project team, assign proper staff, and manage the project team members' time in order to u deliver engineering services as quickly and accurately as possible. Reiss has provided municipalities similar to the City with a significant quantity of work products, technical assistance, and additional "extension -of- staff' type ,gyp 25 Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies resources for a variety of water quality and compliance projects. From rapid - response assistance to Seminole County in maintaining compliance with disinfection by- product (DBP) limitations, to Best Management Practices (BMP) and Total Maximum Daily Load (TMDL) projects associated with the City of Winter Park's chain of lakes, Reiss has demonstrated that our team members are there when clients such as the City needs us. We encourage the City to contact our municipal references relative to the technical proficiency of the staff members assigned, schedule compliance, as well as any other areas that are of particular importance to you. Reiss' commitment to efficient project delivery includes investment in new accounting and project management software which has been in place for over two (2) years, and has allowed corporate managers to positively influence project delivery to meet client expectations. Reiss staff also utilizes Microsoft Project, as well as several internal tools, to maintain and communicate schedule milestones and progress for both the Reiss Team, as well as our clients. In addition to this physical infrastructure in support of project delivery and team resource management, Reiss also utilizes the following project approach to promote adherence to the scope and budget commitments we make to our clients: i. For individual assignments, form a skilled and experienced company with well - defined roles; 2. Determine the client's specific goals and objectives (deliverable- based) for each assignment; 3. Break the project into specific, measurable tasks; 4. Determine communications procedures (on primary point of contact for the Company); 5. Develop a schedule to meet goals with specific milestones, and then periodically and consistently monitor progress; 6. Focus initial efforts on critical path items; 7. Develop a financial plan (budget), and monitor progress versus expenditures; 8. Anticipate potential problems early, make contingency plans; and, 9. Provide project status updates including monthly progress reports. This management plan illustrates the approach Reiss would use to meet your project delivery and staffing needs and expectations on this project. More importantly than a written procedure, Reiss staff members have a proven, R r-1. �� 26 Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility St udies demonstrable history of client service and dedication that supports Reiss Engineering's commitment to maintaining established schedules and delivering successful projects. 1.14 Project Workload of the Firm One of the City of Ocoee's (City) primary priorities for this assignment, beyond identifying qualified consulting firms, is to contract with firms that have the necessary personnel and available capacity to perform the critical tasks to complete this contract. Reiss Engineering's designated members and its staff are ready and available to serve the City on this contract. All members of Reiss are committed to providing the highest quality service to the City and have available capacity to complete any projects which may arise from this contract. Reiss has provided the requested information regarding our recent, current, and projected workloads of the firm indicating the allocated and available man - hours. Like most consulting firms, Reiss has a back -log of assignments that represent a projected workload for the firm. Information regarding our current and projected workload is located on the chart below. As can be seen, Reiss is well prepared and able to assign technical staff and leadership to the City's project immediately. Reiss will be available to complete projects assignments under this contract. ■ Availability c` w Current Labor Allocated to Projects o! .. 27 C. Robert Reiss, Ph.D., P.E. ENGINE MCA .-MIT11, T40100 . YtAKJ (VI t rtKltNL.t 21 EDUCATION Ph.D., Environmental Engineering, University of Central Florida M.S.E„ Environmental Engineering, University of Central Florida B,S.E., Environmental Engineering, University of Central Florida, Cum Laude B.S.E., Civil Engineering, University of Central Florida REGISTRATIONS AND CERTIFICATIONS Professional Engineer. Florida, No. 53794 "California, No. 6199 Georgia, No. 27673 Indiana, No. 10200295 Ohio, No. E -64124 North Carolina, No. 027544 South Carolina, No. 19765 Virginia, No. 0402 026729 Bahamas, No. 10033 PROFESSIONAL AFFILIATIONS • American Water Works Assoc. o National Membrane Processes Committee Member (1997 -2003) • American Membrane Technology Assoc. • First Vice President (2006 - 2007) • Second Vice President (2004 -2006) • Member of Board of Directors (2001 -2010) • Concentrate Committee Member (2001- 2007) • Editor of Newsletter (2002 -2010) • Program Committee Chair (2003 -2004) • American Society of Civil Engineers • Bahamas Society of Engineers o President (2009-2011) • Caribbean Water and Wastewater Assoc. • Southeast Desalting Assoc. • Industry Advisory Board - University of Central Florida, Department of Civil and Environmental Engineering (2006 - 2008) • International Community Board - UCF Dr. Reiss has been involved with advanced water and wastewater treatment systems including membrane technologies for the past 21 years. His experience includes detailed design, process engineering, and technical review of membrane treatment systems including seawater, groundwater, and fresh surface water systems. This experience includes microfiltration, ultrafiltration, nanofiltration, and reverse osmosis technologies. In addition, he has similar experience with conventional coagulation systems, media filtration, and other advanced treatment technologies. Dr. Reiss has worked extensively with fouling mitigation of membrane processes. He has participated in work evaluating advanced pretreatment processes to mitigate NF /RO fouling, for surface water, groundwater, and seawater treatment. In addition, Dr. Reiss has been involved in coagulation and softening optimization studies, Giardia, Cryptosporidium, and virus inactivation and removal studies, ozone /biofiltration studies, Safe Drinking Water Act compliance, Surface Water Treatment Rule compliance, and other regulatory compliance studies. Unidirectional Flushing Program Manager, Melbourne, FL. Principal -In- Charge of UDF implementation project. Includes development of requests for proposals for valve inspection services and flushing services, transmission main velocity modeling, UDF zone prioritization, performance evaluations and oversight of selected contractors flushing activities. Distribution System Water Stability Study, Melbourne, FL. Project Manager for water quality investigation to determine root cause of excessive number of red water complaints from customers. Included sampling and testing of 26 locations throughout distribution system, investigation of chloramination practices, nitrification, alkalinity demand, and LSI /CCPP levels in distribution system. Study determined presence of nitrification and decreases in LSI spatially through system. Initial Distribution System Evaluation Plan, Melbourne, FL. Client manager and QA /QC officer for development of Stage 2 Disinfectant/Disinfection By- products Rule IDSE for submittal to USEPA. Unidirectional Flushing Plan, Melbourne FL, Client manager and QA/QC officer for development of a unidirectional flushing plan to support maintenance of potable water distribution system water quality and minimize customer complaints. Project was initiated in response to significant increase in customer complaints, primarily related to red water. Water Treatment Plant Design, Hollywood, FL. Performed process engineering and design QA/QC for new nanofiltration water treatment plant for Seminole Tribe of Florida. Water Treatment Plant Design, Brighton, FL. Performed process engineering and design QA/QC for new 0.8 MGD integrated membrane system water treatment plant for Seminole Tribe of Florida. Prineville 6.0 MGD LPRO Expansion, Port St. Lucie, FL. Provided management and technical expertise associated with 6.0 MGD LPRO construction contract for expansion of treatment facility. Seawater Desalination Pilot Study, Tampa, FL. Pilot operations for seawater pilot testing program to support 25 MGD design. Supported development of testing program and was solely responsible for operational aspects of pilot system including training of staff, data collection, and pilot analysis. RO Concentrate Management Study, St. Johns River Water Management District, FL. Developed a Concentrate Master Plan that will serve as the basis for RO concentrate management policy within the District boundaries. This document supports the Water for the Future water supply plan and includes a database of all >100,000 gpd RO facilities in Florida as well as analysis of viable concentrate disposal methods. Seawater Desalination Concentrate Permit Expert Witness, Tampa, FL. Served as expert witness related to legal challenge of draft permit issued by FDEP for concentrate discharge from 25 -MGD seawater desalination facility. ___ Page 28 Edward H. Talton, Jr., P.E. REISS ENGINEERING .r r • • I EDUCATION M.S.E., Environment University of Florida B,S.E., Environment; University of Florida' Hydraulic Surge Moc University of Kentuci Supervisory Skills - E Skillpath Seminars Business and 1 Effective Comr HI M P1 >( D , , IAIL SILMAtAARY Mr. Talton has been involved with water, wastewater and reuse project development and design, advanced water treatment (membranes), facilities planning, hydraulic modeling, pipeline/ pump station design, leachate management and permitting for the past 23 years. His experience includes ground and surface water supply development and treatability, reverse osmosis (RO) facility design, water, wastewater and reuse master planning, implementation support work including CIP and mapping updates, WTP site acquisition, operational optimizations, hydraulic modeling and development review. Mr. Talton's expertise in master planning and hydraulic /water quality modeling runs deep having completed major master plans, water quality modeling /calibration to mitigate nitrification, distribution operations optima - zations, wastewater model calibrations, and risk based asset prioritization. Mr. Talton's publications include December 2011 Florida Water Resource Journal article on a water quality application to help utilities better utilize available SCADA, quality and modeling outputs. Mr. Talton has completed a comprehensive reuse master plan and wastewater force main hydraulic model (1,500 miles of pipe and over 900 pump stations) for Miami -Dade Water and Sewer Authority, and master planning and hydraulic modeling services for Orange County Utilities, Seminole County, Brevard County, and Cities of Tampa, Lakeland, St. Petersburg, Port St. Lucie, St. Cloud, West Palm Beach, Orange City and Ocoee. Mr. Talton was project manager for a 3.4 MGD RO expansion in Florida and completed a treatability study using an integrated membrane system to provide turbidity removal and membrane softening in Northwest Ohio. Mr. Talton has also assisted with pilot operations and permitting for more than 10 membrane projects including seawater desalination. and a 20,000 -foot neighborhood water system retrofit for Orange County, Florida. Preliminary design experience includes municipal and industrial water and wastewater treatment facilities including microfiltration and nanofiltration water treatment systems, and powdered activated carbon activated sludge leachate treatment facility, and wastewater capacity re- rates. GGI II qJ 1 eering, ainina. ing REGISTRATIONS AND CERTIFICATIONS Professional Engineer: Florida, No. 47023 Filter Surveillance Workshop — AWWA PROFESSIONAL AFFILIATIONS • American Water Works Assoc. Design experience includes sodium hypochlorite disinfection conversions, over 80,000 feet of 24- to 48 -inch water transmission pipe, wastewater pump stations } r :'J`-ti - C IvXPERIE1\10E Western Wastewater Plan, Ocoee, FL, Developed a master plan to support implementation of a major wastewater transmission main to support future growth and minimize reliance on one trunk main. Ocoee Wastewater Facility Plan Update, Ocoee, FL. Project Manager for preparation of Wastewater Facilities Plan document, and supporting documentation, for compliance with Wekiva Protection Act, as well as future F.S. compliance. Supporting document included presentation of flow projection protocols, reuse planning and offset estimation, and proposed 5 year and 10 year CIP projects to meet City needs. Lift Station #3 Upgrade Hydraulic Analysis, Ocoee, FL. Project Manager supporting the City's design effort for the design and permitting of the LS #3 upgrade. This analysis supplied the designer's with existing and future pump duty points and performed pump model selection and confirmed LS #3 existing force main to be adequately sized. Wastewater Hydraulic Model, Ocoee, FL. Constructed a detailed hydraulic model of the wastewater collection system. Customers were geocoded to accurately locate flows. Model was used to size future improvements and allocate costs to potential developers. City of Tampa Master Plan and Bond Report, Tampa, FL — performed capacity and R &R capital project identification and prioritization for City of Tampa's $800,000,000 6 -year CIP. Managed and quality controlled evaluation of the suitability of current impact fees and rates and determine if adjustments to these rates are necessary. Prepared Bond Report to support major bond financing to implement the City's Capital Plan. . .. Page 29 M.S.E., Environmental Engineering, University of Central Florida, 2003 "B.S.E,, Environmental Engineering, University of Central'. Florida, 2001 B.S„ Mathematics, Business and Technical Writing Skillpath Seminars Water/Sewer/Storm Strategic Modeling Bentley System Seminars Effective Communication & Public Speaking Dale Carnegie 12 Week Course Sales Advantage Dale Carnegie 8 Week Course Leadership Dale Carnegie 6 Week Course Ms. Mazana is a Project Engineer with over 13 years of experience concentrated in environmental engineering and environmental studies. Her experience includes unidirectional flushing program development, hydraulic and water quality modeling, design, potable water audits, pilot studies, report development, data management and master planning for a variety of municipal and government projects in water treatment. Water Master Plan, City of St. Cloud, FL. Project Manager for a water master plan to address an expanding service area, evaluate CIP, and assess the capacity and reliability of key existing infrastructure. Master plan components consist of asset condition assessment, water main and facilities criticality assessment, existing and future potable water capacity evaluation, and capital projects development and prioritization for the entire City limits. Responsibilities include water system hydraulic model update, alternative development and evaluations, extended period simulations, operations optimization and report development. Reclaimed Water Distribution System Operations Protocol, Clearwater, FL. Project Manager for a reclaimed water distribution system operations protocol to maximize the available reclaim water while minimizing valving and high service pump operations to improve energy efficiency. Protocol components consist of verifying operations, developing and simulating viable operations alternatives for the dry (peak) and wet (low) seasons, documenting selected alternatives, and providing training prior to implementing the selected operations. Protocol development utilizes extended period (24 -hour) and steady state simulations. Responsibilities include project management and quality control reviews. PROFESSIONAL AFFILIATIONS ■ Society of Women Engineers ■ Board of Trustee (2011- Present) ■ Florida, Engineering Foundation Representative (2011 - Present) ■ American Water Works Association ■ Florida Section UDF Trainer (2010 - Present) ■ American Membrane Technology Responsibilities include water system hydraulic modeling, alternative development and evaluations, extended period simulations, operations optimization and report development. Technical Services for Hydraulic Modeling and Pipe Bursting- Construction Oversight, City of Sanford, FL. Client Manager for construction oversight project including updates to the hydraulic model with the upgraded pipes, as well as providing documentation of the distribution system water quality improvements which resulted from the selected pipe replacement projects. This project involved using the updated model to ensure the recommended improvements resulted in water quality improvement and to maximize treatment chemicals, water, and energy savings through the City's flushing program. Scope also included performing project administration services for the project and development of a pipe bursting water quality sampling protocol that include the locations and samples to be collected before (pre) and after (post) pipe bursting. Project includes construction oversight on pipe bursting to ensure that installations are representation of the hydraulic modeling connections and sizing. PRMG - VIWAPA Water Distribution Capital Improvements Prioritization, U.S. Virgin Islands. Project Manager for prioritization of St. Croix, St. Thomas, and St. John water distribution system capital improvements plan to address reliability of key existing infrastructure, asset inventory, and non - revenue water. Project components consist of financial planning, project justification, asset condition assessment, and capital projects development and prioritization for the three U.S. Virgin Islands. Responsibilities include project management, site visits, desktop evaluations, and report development. Water Quality Investigation and Response Association PI C i o � t f Melbourne FL Pro ect • Assistant Newsletter Editor (2005 -2009) • National Society of Black Engineers Potable Water Distribution System • Tau Beta Pi National Engineering Honor Interconnect Optimization, Clearwater, FL. Society Project Manager for water distribution system interconnect optimization project which addressed an interconnect usage need analysis to minimize associated fees and optimize system operations and storage requirement impacts associated with removal o f various County interconnect sites. Manager for a water distribution system investigation to identify the best action to reduce water quality complaints. Investigation components include complaint and water quality data collection and review, sample plan development and implementation, desktop alternative evaluation and report construction. .., ,, . �.n,....,..� Page 30 Mr. Bryant is experienced in wastewater process design, water, wastewater, reclaimed water and water quality hydraulic modeling, pilot studies, report writing, data management and master planning for a variety of municipal and government projects in water treatment. FSAWWA'Conference 2009 FSAWWA Concentrate Management Options 2009 Water Conservation Workshop ESRI International Users Conference 2011 Engineering Intern No. 1100014521 PROFESSIONAL AFFILIATIONS • American Water Works Association • Florida Water Environment Association • Social Event Coordinator for the American Water Works Association, 2009 Ocoee Wastewater Facility Plan Update, City of Ocoee, FL. Project Engineer for preparation of Wastewater Facilities Plan document, and supporting documentation, for compliance with Wekiva Protection Act, as well as for future compliance with Chapter 163, F.S. Supporting document included presentation of demand projection protocols, reuse planning and offset estimation, and proposed 5 year and 10 year CIP projects identified to meet the water supply needs of the County's service areas. Reclaimed Water High Service Pump Addition Design, City of Ocoee, FL. Project Engineer developed reclaimed hydraulic model structure scenario to design pump sizing and piping as necessary. Updated and created design drawings for pump design and construction. Reclaimed Hydraulic Model Update, Ocoee, FL. Project Engineer developed the reclaimed hydraulic model structure based on the City's existing Reuse System GIS data and as -built information. Estimated future reclaimed water demands were geo -coded and demands were allocated to existing /future scenarios to nodes in the reclaimed hydraulic model. Calculated the required distribution pipe sizing, connections to the existing infrastructure, including connection pressures and minimum development pressures. Updated hydraulic model to include future flow scenarios for master planning. Wastewater Hydraulic Model, Ocoee, FL. Project Engineer Constructed a detailed hydraulic model of the wastewater collection system. Customers were geocoded to accurately locate flows. Model was used to size future improvements and allocate costs to potential developers. Northeast, Southeast Service Areas Distribution System Hydraulic Re- Equilibration, Seminole County, FL Project Engineer Utilized the County's Northeast Service Area potable water distribution system hydraulic models to simulate changes to the current water quality and hydraulic performance of the systems. Identified areas within each service area distribution system of flow direction changes /reversals, low velocities and source water change. The areas found were recommended for flushing to reduce potential customer complaints from increased turbidity prior to operational changes made to facilities within the service areas. WRWS Flow Projection /Hydraulic Model Update /GIS Conversion, Orange County, FL. Project Engineer for completing an update of the WRWS flow projections and hydraulic model using GIS, matching water meter database addresses with GIS parcel addresses. Flow projections were based on GIS land use, zoning and building information. Southern Regional Hydraulic Modeling, Orange County, FL. Project Engineer for upgrading OCU's hydraulic model with water quality modeling capabilities, field calibrated, and used the model to optimize water age, disinfectant residuals and DBPs. Performed quality and capacity modeling to support design of new 17 mgd ground water treatment facility. Developed GIS -Model Integration Plan to support conversion to distribution level water quality modeling including: • Hydraulic Model Demand Update, utilizing steady state and dynamic demand patterns. • Hydraulic Model EPS Modifications - Developed extended period simulation (EPS) capability to the hydraulic model. • GIS -Model Integration Plan— Alternatives for integrating GIS databases to eliminate duplicative maintenance efforts • Verification Protocol — Protocol included sample sites, analyses protocol, staff requirements, QA/QC procedures, and data recording. • Field Data Collection — Field testing and coordination of chlorine residual testing for model water quality verification. • Model Verification Page 31 PROFESSIONAL AFFILIATIONS • ESRI Florida Water/Wastewater User Group • AWWA Mr. Lupo has over 20 years of professional experience related to Computer Aided Design and Geographic Information Systems. He is a Mechanical Designer specializing in water and wastewater treatment plant design, water and reclaim distribution systems, and wastewater collection systems. He is also a GIS Analyst specializing in data management, collection, integration, analysis, reduction, geo- processing, and mapping. He is experienced in database design and interface programming with special emphasis on database -GIS interoperability, enabling non -GIS users to work with and maintain data used in mapping and GIS analysis. He has served as project manager on Mechanical Design, GIS, and Database Design projects in environmental, water resources, and wastewater engineering. Specific experience in performing and managing: • Multi- discipline CAD Coordination; • Microsoft Access Database Design; • Infrastructure Asset Management; • Mechanical and Civil Design; • Geographic Information Systems. Patrick Air Force Base GIS System. Created GIS shapefiles for environmental, biological, historical, vegetative cover, and stormwater management including extensive attributes, database linking, and hotlinks to detailed CAD drawings. The GIS data created was required to conform to strict standards defined by the client. Detailed metadata was required for all layers created for the project. Cape Canaveral Air Force Station. Created land use GIS shapefiles, potable well inventories, and facilities maps. 45th Space Wing. Extensive environmental GIS & data management over many sites on CCAFS, PAFB, and KSC including Land Use, Soil Types, and soil and groundwater contamination assessments. St. Johns River Water Management District. Lake Jesup Water Quality Study. GIS Maps including Land Use, Contour Maps, Sub -Basin Delineation, Groundwater Modeling Base Maps, Bathymetry, and Water Quality Results Summary maps based on modeling results. Subdivision Drainage Investigation, Seminole County, FL. GIS data creation and mapping for a county -wide assessment of drainage problems in subdivisions. GIS shapefiles populated with attributes used in the annotation of 70 subdivision maps and 23 detail maps. Master Plan, Port St. Lucie, FL. Data management, GIS analysis and mapping of water, wastewater and reuse master plan models. Stormwater Master Plan, Cocoa Beach, FL. GIS data creation including land use, soil types, basins, sub - basins, impervious areas, and stormwater nodes and piping over the entire City of Cocoa Beach. Shapefile data was populated and intersected to calculate areas for use in stormwater modeling software. Modeling results were used to create Pollutant Loading maps that illustrated the potential pollutant discharge to the Banana River, and to identify potential BMP locations and types which were created over the City. Certain BMP areas were then identified for proposed Capital Improvement Project Locations. GIS Data Conversion and Merge, St. Cloud, FL. Analyzed existing GIS data in GeoDatabase and shapefile formats to determine the best method of merging shapefile and existing GeoDatabase data. The process included maintaining existing GeoDatabase attributes while matching geographic locations to shapefile data to produce a final product that contained both tabular and geographic accuracy. Assisted the City's GIS professionals by providing individual training. Water Delivery Optimization Project, Tampa, FL. Performed nodal influence area assessment and GIS spatial overlay to accurately assign 130,000 water meters to a water transmission hydraulic model. Created master database to process demands for linking to the hydraulic model. Page 32 Learning ArcGIS Desktop 9.2 Learning ArcGIS Desktop 10 ESRI Virtual Campus Workshops Quickpen PipeDesigner 3D AutoCAD Civil3D 2011 Fundamentals Eagle Point Desktop Civil Design Mr. Grewe has over 5 years of experience in wastewater process design, hydraulic modeling, pilot studies, report writing, data management and master planning for a variety of municipal and government projects in water treatment. Inflow and Infiltration Action Plan, Ocoee, FL. Project Engineer for the City's I &I action plan to address high lift station run times and lift station capacity issues. Project involved: smoke testing field work, development of smoke testing data entry customized forms using the Data Point application for Android based tablets. Water Quality Master Plan Update and Capital Improvement Plan, City of Casselberry, FL. Completed a water quality update to the City's utilities water master plan to evaluate the utilities water quality issues, water supply plans, and schedule capital improvement projects for the next 20 years. GIS and hydraulic modeling were used locate future development needs and cost effectively size infrastructure. City Wide Potable Water System Evaluation, City of Clearwater, FL. Project Engineer for an evaluation of the City's need for elevated tanks and water treatment plants operations. The City's water storage was optimized to reduce water age and improve water quality throughout the distribution system. The project included EPS scenario development and hydraulic modeling. Water, Wastewater and Reuse Master Plan, Port St. Lucie, FL. Completed an update to the City's utilities master plan to evaluate the utilities growth over the next 15 years. GIS and hydraulic modeling were used locate future development needs and cost effectively size infrastructure. City of Winter Haven Potable Water Audit, Winter Haven, FL. Project Engineer for identify unaccounted sources, data processing discrepancies, documenting usage categories, identifying areas for improvement and development of an accounting database for future reporting. System wide meter change outs, meter calibration, reporting improvements, and corrected accounting procedures realized a reduction in water loss from 14 percent to below the 10 percent regulatory threshold. Responsibilities include database development and data review for the Southwest Florida Water Management District's Annual Water Supply Plan where forms A and B and required attachments were automatically completed from the City's current water consumption billing Unidirectional Flushing Pilot Program Design, City of St. Petersburg, FL. Project Engineer for a unidirectional flushing program for the southern region of the City's water distribution service area to address water quality. The Project included a pilot design of a UDF database. program for a small area of the City and coordination of flushing activities. The Water Master Plan, Tampa, FL. Project area of design included a 20 -inch water Engineer for Potable Water Master Plan main, which was flushed successfully. including comprehensive strategy for Responsibilities included project maintenance of existing infrastructure, management, UDF design criteria and assessment of new facilities to meet development, UDF design and expansion and facility - replacement needs. customized flushing reports developed Project services include hydraulic model using MS Access. updates, existing and future system alternatives development and evaluation, asset risk matrix development, bond repo and model calibration. Page 33 : C' r I AL S 11 , JI Ms. Gierok is a licensed professional engineer with extensive experience in civil and environmental engineering including planning, permitting, design and construction administration and engineering. Her background includes planning, design and construction administration for pipeline facilities including water, sewer /forcemain, and reclaimed water, as well as utility coordination, site work /earthwork facilities, pump station facilities, water and wastewater treatment facilities, and community -wide utility projects. Ms. Gierok's skill set includes master planning, computer modeling, and preparation of detailed engineering and feasibility reports, regulatory permitting, bond issues, contract document development, plan review, and construction administration. S.R. 17 Utility Main Relocation and Replacement, Haines City, Florida. Project Manager for the design of approximately $1.7M of utility relocation /replacements within the FDOT (District 1) S.R. 17 right -of -way, including over 8,000 11 of 8 -, 10 -, and 16- inch watermain replacement, 8,000 I.f. of transite (asbestos cement) pipe removal, 3,100 l.f. of 8 -inch sanitary sewer relocation /replacement, 600 I.f. of 8 -inch sanitary forcemain relocation, and two 16- inch reclaimed watermain crossings for future use. Project design was completed on a tight schedule (from contract inception to FDOT submittal within four months) in conformance with FDOT's submittal schedule, and included coordination meetings with FDOT staff, Utility Work Schedule and FDOT- compliant specifications, drawings and cost estimate. East Point Water Main Replacement, East Point, Georgia. Project Engineer for the design of the replacement and upgrade of 26,000 l.f. of existing 2- and 4 -inch water mains to 6- and 8 -inch water mains throughout residential and commercial areas of the City with estimated construction costs of $6,000,000. Central Region Utility Service Area (CRUSA) Interim Wastewater Pumping Station, Polk County, Florida. Engineer of Record for the design and construction of a 1.5 MGD master wastewater pumping station rehabilitation transmitting flow from the County's CRUSA WWTF to the City of Bartow's WWTF. Project included the upgrade of a triplex lift station, piping, electrical system and stand -by generator. Central Region Utility Service Area (CRUSA) Master Wastewater Pumping Station and Forcemain, Polk County, Florida. Engineer of Record for the design of a 2.5 MGD wastewater pumping station and transmission forcemain from the County's CRUSA WWTF to the City of Bartow's wastewater forcemain. Project included the design and permitting of a 2.5 MGD submersible pumping station and approximately three (3) miles of new 16 -inch forcemain and the conversion and interconnection of a 16 -inch reclaimed water main to a sanitary forcemain. Reclaimed Water Master Plan, Winter Garden, Florida. Project Manager for a 3- year comprehensive reclaimed water master planning tool, including $57 million of specific improvements to complete a city -wide system, accommodating over 6 MGD of reclaimed water distribution and identifying over 100 separate improvement projects. Project assisted in City's compliance with SJRWMD and FDEP potable water permitting, as well as provided guidance with the expansion of the City's reclaimed water system on a year -by -year basis. Country Club Water Treatment Plant Preliminary Design Report, Seminole County, FL. Project Manager for the preliminary design report and permitting of a 6 7 MGD water treatment lant including p ozonation for treatment of total sulfides, granular activated carbon for TOC removal. Rapid Infiltration Basin Rerate Study, Additionally the project included the Ocoee, Florida. Senior Engineer for the re- connection of two (2) existing off -site and rate study of the City's on -site A.D. Mims three (3) existing on -site wells, well pump for WWTF rapid infiltration basins (RIBs). a newly installed well, chlorine and fluoride chemical feed systems, two (2) 1.2 MG ground storage tanks, and a six -pump high service pump station with a firm capacity of 9,300 gpm and �wa Page 34 'LE` 31.:,1'1 =,L C€!Mtyj, A rl I ' Mr. Haggen is experienced in potable water quality improvement, inflow and infiltration studies, construction administration, lift station design, report writing, and data management including GIS for a variety of municipal and government projects in water and wastewater treatment. -'l-, .. �, Reedy Creek Improvement District Reclaimed Water System Analysis and Update, Orange County, FL. Project Engineer to update hydraulic model and evaluation and verify the reclaimed water hydraulic model computer simulation, hydraulically evaluate the existing reclaimed water distribution system, update future reclaimed water demand projections, hydraulically evaluate future reclaimed water distribution conditions, and provide recommendations for improvements to meet RCID criteria for existing and future conditions. Reedy Creek Improvement District Reclaimed Water System Analysis and Update, Orange County, FL. Project Engineer for the recommended solution for the Lake Buena Vista Golf Course booster pumping issue including analysis and preliminary design. The preliminary design included hydraulic analyses to support recommendations for potential improvements to the pumps, piping and controls. Orange County Utilities — Reedy Creek Improvement District Wastewater Transmission Plan, Orange County, FL. Project Engineer Hydraulically evaluated the wastewater transmission systems for both CCU and RCID to determine available capacities and potential capacity extending improvements that could more effectively utilize the interconnect for the mutual benefit of both utilities. The project identified potential infrastructure improvements and costs associated with transferring additional wastewater flow from CCU to RCID. Lift Station Number 3 Upgrade Hydraulic Analysis, Ocoee County, FL. Project Engineer Supported the City's design effort for the design and permitting of the LS #3 upgrade. This analysis supplied the designer's with existing and future pump duty points and performed pump model selection and confirmed LS #3 existing force main to be adequately sized. South Seminole & North Orange County Wastewater Transmission, Air Release Valve Repair, Maintenance, or Replacement, FL. Project Engineer Created GIS figures identify all ARVs is system, included condition and maintenance periods. Also, completed full -day site visits and kept a detailed log to observe the progress of repair, maintenance, and replacement or ARVs. Reclaimed Water Public Access Reuse Capacity Summary, Ocoee County, FL. Project Engineer Completed response to FDEP for R -002 permit reuse expansion, by completing a list and scaled map of proposed reuse application sites with respective irrigable areas, application rates, capacities and identified site names. In addition, provided coordination for the permit application with FDEP to RAI responses. Lift Station Number 22 Upgrade Hydraulic Analysis, Ocoee County, FL. Project Engineer Supported the City's design effort for the design and permitting of the LS #22 upgrade. This analysis supplied the designer's with existing and future pump duty points and assisted with pump model selection and LS #22 force main sizing. Tuskawilla Wastewater Pump Station Construction and Rehabilitation, Seminole County, FL. Project Engineer Completed daily site visits and kept daily log to observe the progress and quality of the work and to determine, in general, if the work was proceeding in accordance with the intent of the Contract Documents for the Tuskawilla point pump station. Also, made additional site visits, as needed for both substantial and for final completion for project. Hydraulic Models Flow and Demand Update, Orange County, FL. Project Engineer Updated and delivered the private pump station service area boundary file. The update allowed the CCU peaking factor calculations to work more accurately and support operations and planning modeling. Albany Reverse Osmosis Water Treatment Plant Operation, Nassau, Bahamas. Project Engineer Complied monthly operation reports, including evaluation of daily operational procedure to evaluated plant operation and daily potable water. Page 35 PROFESSIONAL AFFILIATIONS ■ Florida Section AWWA ■ American Society of Civil Engineers PROFESSIONAL AFFILIATIONS American Society of Civil Engineers ' Ms. Peckham has nine years of experience in consulting and government engineering. Her expertise includes planning, design, assessment and construction of wastewater and potable water facilities and infrastructure. Ms. Peckham also has experience reviewing residential, commercial and industrial site development plans for compliance with local and state regulations, as well as providing construction administration services. Potable Water Main Design, City of Lakeland, FL. As a project engineer, assisted in design of a potable water pipeline which included five miles of 30" water main installed via directional drill. Responsibilities included pipe layout, construction cost estimating, permitting and construction administration services. Water Master Plan, City of Daytona Beach, FL. Assisted in a comprehensive water distribution system analysis. Analyzed population growth rates, water usage, bulk water sales agreements and local system interconnects. Developed a facility reliability and capacity analysis for the City's water treatment plants. Determined necessary capital improvements to the water system (upgrades /replacement) over a 20 -year period. Gravity Sewer Main Design, City of Lakeland, FL. Project Engineer for design of a new gravity sewer main. Responsibilities included determining pipe size and slope based on peak flow and developing specifications and cost estimate for construction. Also managed the budget for the project. improvements included renovation and expansion to the WTP's electrical system, emergency power generation, instrumentation and controls, stormwater improvements, and ground storage tank renovations. Country Club WTP Treatment Improvements Design, Seminole County, FL. Project Engineer for support of the preliminary, final design and permitting of the approximately $15 million dollar treatment expansion to Seminole County's 6.7 MGD WTP utilizing ozone treatment and granular activated carbon for removal of TOC and compliance with EPA's Stage II Disinfection By- products Rule. The design also included expanding the current site to accommodate complete construction of the new plant while maintaining the existing treatment capacity and capabilities. The final design included all new high service pumping facilities, ground storage tanks, stormwater, electrical service, emergency power, instrumentation and controls, as well as demolition of the existing facilities. Particularly unique to this project was the permitting resulting from the wetland encroachment, mitigation and tree removal. Polk County NWR WWTF Rehabilitation, Polk County, FL. Project Engineer for support on the development of rehabilitation improvements for Polk County's Northwest Regional Wastewater Treatment Facility. Additional efforts have included project coordination and design support. Orange County Master Pump Station Improvements, Orange County, FL. Project Manager for the preliminary, final design, permitting and construction for improvements to three (3) dual wet -well master pump stations for Orange County. The design included mechanical, electrical and instrumentation upgrades necessary for the addition of two (2) pumps at each station. The design also included modifications to the existing control building and odor control system piping. Southeast Regional WTP Treatment Improvements Design, Seminole County, FL. Project Engineer for the support of the preliminary, final design and permitting of the approximately $23 million dollar treatment expansion to Seminole County's 19.4 MGD WTP utilizing ozone treatment and granular activated carbon for removal of TOC and compliance with EPA's Stage II Disinfection By- products Rule. The design included retrofitting existing buildings with new ozone equipment as well as complete replacement of the gas chlorine system with sodium hypochlorite chemical system. Additional treatment was achieved through a split - stream GAC design to remove TOC. Other . , Page 36 O r.: V SECTION 2: Reiss EnOneerin�'s Office Location and Other Forms ............ .... ............................................................. ............................... c z N J tiorEaa Continuing Engineering Services for Water RFQ# 1301 Utility Modeling and Minor Utility Studies SECTION 2 Reiss Engineering's Office Location & Other Forms 2.1 Office Locations Based on the nature and importance of the services requested in this RFQ, it is clear that the City of Ocoee (City) needs to contract with firms capable of providing assistance quickly and effectively. The location of project team members can play a significant role in the ability of a firm to respond to project demands. With Reiss Engineering's (Reiss) Corporate office only 21 miles and 30 minutes from City Hall, our team will be able to respond quickly to the City's needs. Reiss' corporate office is located in Winter Springs, and will be the location from which performance and supervision of engineering services for the City will occur. Reiss' location will allow us to provide efficient and effective service to the City, and our reputation for providing personalized services to clients in central Florida strongly supports our ability to provide service to the City on this project. ;; r2 apvpk,t Fr r> w, 3 .r JJ t oCkAarf t ,w r , Pine M,110 Office Where Work Will Be Performed: Reiss Engineering, Inc. 1o16 Spring Villas Pt. Winter Springs, FL 32708 Tel: 407. Fax: 407.679.5003 37 !Q €ipti flQ Continuing Engineering Services for Water RFQ# 1301 Utility Mode ling and Minor Utility Studies 2.2 Company Information /Signature Sheet The signed and notarized Company Information/ Signature Sheet can be found at the end of this section. 2.3 Receipt of Any Addenda Issued Reiss Engineering formally acknowledges the following addendum(s): a Addendum No.: One (1) dated July 16, 2013. 2.4 Summary of Litigation Reiss Engineering, Inc. was brought in as a fourth party defendant in a lawsuit filed against the General Contractor and the Owner by a private homeowner who had alleged that a sewer backup occurred in her home in 2006 due to problems with the Village of Islamorada's wastewater system. The suit was ultimately settled in mediation, with a minimal nuisance value payment towards settlement of $5,00o by Reiss Engineering, Inc. Reiss Engineering, Inc. was later brought in as a third party defendant in a lawsuit filed by the Village of Islamorada against the General Contractor pertaining to the same wastewater system. This legal action was settled in April 2012, with a minimal nuisance value payment towards settlement of $5,00o by Reiss Engineering, Inc. COMPANY INFORMATION /SIGNATURE SHEET RFQ #1301 FAILURE TO COMPLY WITH 'THESE RFQ INSTRUCTIONS WILL RESULT IN DISQUALIFICATION OF YOUR QUALIFICATION PACKAGE. PLEASE, SIGN BELOW A"T"TESTING TIIA'I' YOU HAVE READ AND UNDERSTAND ALL RFQ INSTRUCTIONS AND THAT YOU UNDERSTAND THAT THE SUCCESSFUL RESPONDENT WILL BE REQUIRED TO ENTER INTO A LEGALLY BINDING CONTRACT WITH THE CITY OF OCOEE. Reiss Enw ie�-ng_ -Ln-c COMPANY NAME AUTHORIZED SIGNATURE (manual) C. Rob ert Reiss. Ph.D.�RE. /Pres NAME /TITLE (PLEASE PRINT) 1016 S illg .1Lillas-P-t. - - - - -- STREET ADDRESS Winte S rin s FL 3 2708 CITY STATE ZIP FEDERAL ID # 59- 3546309 _Individual ✓ Corporation 407.679.53 TELEPHONE (INCLUDE AREA CODE) 407.679.60 3 FAX (INCLUDE AREA CODE) _orr__eiss @r_eisseng.co E -MAIL ADDRESS IF REMITTANCE ADDRESS IS DIFFERENT FROM PURCHASE ORDER ADDRESS, PLEASE INDICATE BELOW: Partnership Other (Speci Sworn to and subscribed before me this 23rd clay of Personally Known ✓ - 01' Produced Identification (Type of Iden(ification) ```% flfl \CIA A * : DD 96 .5 817 ( D' o ; EXPIRE Mar. 14, 2(11 m 4 'per i 1 � IV �EDTt� J ��l�' Q � '•cB�NDINGG�;• � ti J JUly _ _ 2013 . Notary Public - State of FL Count }' of Seminole _ Signature ofNotary Public P A. Wi nes Printed, typed or stamped Commissioned name of Notary Public RFQ #1301 — Continuing Engineering Services Water Utility Modeling 39 A11 ayo. S. Scott Vandcrgrift City M anmer Robert Frame July 16, 2013 fIorlda Commission John Grogan, District 1 itosemary Wilms, District 2 Rti►st Johnson, District 3 Joel F. Feller, District ADDENDUM NO: ONE (1) CITY OF OCOEE RFQ H1301 CONTINUING ENGINEERING SERVICES FOR WATER UTILITY MODh;LING AND MINOR U'T'ILITY STUDIES This addendum consists of one 1 Page, and shall modify and become a pant of the original RFQ documents for the Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies, Respondents shall acknowledge receipt of this Addendum in the space provided on this Addendum. Failure to do so may subject the Respondent to disqualification. The RFQ due date remains the same. Revisions and /or Clariiientions to the RFQ documents are as follows: Q 1. What is the current software and version used by the City (or its current consulting engineer) for hydraulic modeling purposes? At. Bentley WaterCAD V8i Select Series 3. lr'� -- / f � /r i - (, — t_JcS}s c'I' lb PPB Purchasing Agent cc: Evaluation Committee All respondents shall acknowledge this addendum in your qualification pacl(age by completing the section below and including in Section II- Firm's Office Location & Other Forms. Respondent: Signature: 1110 Name: C. Robert Rciss, MD., P.E. Title: President Cily ofOcoce ° 150 N Lakeshore t)rive • Ococe, Florida 34761 40 phone: (407) 905 -3100 - fax: (407) 905-3 1911 - www.ocoee.org tip 4 � 1016 Spring Villas Pt. Winter Springs, FL 32708 Ph: (407) 679 -5358 Fax: (407) 679 -5003 July 23, 2013 Mr. Joyce Tolbert CPPB Purchasing Agent City of Ocoee 150 North Lakeshore Drive Ocoee, FL 34761 F.F.LN 02- 0317405 RE: RFQ # 1301 Continuing Engineering Services for Water Utility Modeling And Minor Utility Studies Dear Ms. Tolbert: I loyle, Tanner & Associates, Inc. (Hoyle, Tanner) is proud to submit our qualifications and experience for RFQ #1301. We are confident that after review of our submittal, you will agree that our team is capable and ideally suited to provide you with the services listed in the Request for Qualifications (RFQ). Our team of professionals specializes in the specific hydraulic modeling needs outlined in the Scope of Services provided in the City's RFQ and was specifically assembled to deliver the level service intended to exceed the expectations of your City. In order to assure that this goal is met during every assignment and project life cycle, the Hoyle, Tanner team will be comprised of experience senior staff, all of whom possess proven track records and work histories that emphasize outstanding results. This submittal demonstrates our extensive experience as it relates to projects completed in Florida and shows our pride in completing those projects on time and within budget. It should be noted that Hoyle, Tanner has completed a multitude of hydraulic modeling projects, minor utility studies, and review of developmental impacts. We strongly believe that the team we have assembled to serve the City of Ocoee will deliver positive results and successful outcomes. We also believe that after review of our qualifications, contacting our references, consideration of our performance in similar projects and performance for governmental agencies similar to yours, the selection consultant team will be convinced that Hoyle, Tanner is best suited and most qualified to assist in completing the projects and work outlined the RFQ. In closing, we sincerely appreciate the opportunity to provide you with this submittal package for our consideration. Should you have questions or require additional information, please do not hesitate to contact me. Please find enclosed, as requested, one (1 ) original, and five (5) electronic copies of our qualifications. Respectfully, Douglas N. Norman - Senior Vice President 95 Fast Mitchell I iammock Road Oviedo, FL 32765 Ph: 407 - 380 -1919 Fx: 407 - 380 -1830 dnormanCU)hovleta �� TABLE Of CONTENTS Transmittal Letter FIRMS QUALIFICATIONS & COMMITMENT ....................................... ............................... • The Firm's Employees, Certifications & Registrations • Subconsultants, Their Qualifications & Role In Project FIRMSLOCATION .............................................................................. ............................... II • Location of All Offices (Firm and Subconsultants) • Location of The Office & Proximity To The City Of Ocoee THE FIRM & PROJECTTEAM & SUBCONSULTANTS ............................. ............................... III • Past Performance & Experience with /or in the City • Past Performance & Experience of Team Members • Firms Project Organization & Coordination Structure TIME & BUDGET REQUIREMENTS ...................................................... ............................... IV • Projected Workloads of the firm • Budget Requirements PROJECTAPPROACH ........................................................................ ............................... V • Overview & Approach • Firms Software Packages • Firm & Subconsultants Equipment MBE, LEGAL & LITIGATION REQUIREMENTS ..................................... ............................... VI • MBE Certification (Not Applicable) • Effect of Legal Action against Firm (Not Applicable) • Summary Of Litigation (Not Applicable) REQUIRED DOCUMENTS & REFERENCES ............... ............................... ............................ VII • References • Company Information & Signature Sheet • Addendum Issued • Insurance Certificates • Corporate Licenses • Employee Licenses qlejanner y lssociates, Inc. Hoyle, Tanner is an established consulting engineering firm with offices in Central Florida, New England, and the US Virgin Islands. Since 1973, Hoyle, Tanner has provided municipal, state and federal clients with a wide range of services in the transportation, civil, structural, and environmental fields. Our full -time staff consists of 103 individuals including engineers, planners, technicians, and support staff. EMPLOYEE BREAKDOWN Hoyle, Tanner has a diverse staff of licensed (53), technical (25), and support (25) professionals. The table below is a breakdown of the various engineering disciplines we offer our clients and the number of personnel we have in those corresponding areas of expertise. Hoyle Tanner offices are strategically located to serve clients in New England and beyond. y�throp. MXne l3urlint;lon, Acanon `�' � i b t urtsmouth, Aer % Hampshire 11<rnchc•51er, Nt��ti liamt � � 510rOM111., 11ass<rdn1101s 11t rn tndo, !!ont�,��i , r r Wedo.Honda St. Thomas, U$ kit jn Minds r E f�Y Hoyle, Tanner embraces emerging technology while maintaining traditional engineering values. We pay close attention to the concerns and challenges of our clients and continually adjust our practice to ensure that we are providing the correct combination of skills, experience and flexibility. We maintain long -term relationships with our clients and function as both trusted advisor and a seamless extension of their team. Administrative Staff Airport Engineers Airport Planners CaDD Technicians Civil Engineers Construction Inspectcrs Environmental Coordinator Environmental Engineers Geographical Information System Specialist Highway Engineers Transportation Engineers Structural Engineers 25 12 4 6 7 15 1 14 1 2 5 11 PROFESSIONAL DIS( PLINES We have great depth and experience in the types of services most critical to the success of our clients. We continually invest in sustainable state -of- the -art technology, regulations and emerging trends. Our core competencies are focused around the following disciplines: ,oylejanner � ssociates Inc. FIRMS QUAL I F ICATIONS • Roadway & Highway Design • Planning & Administration -Traffic Signal Design -Traffic & Safety Analysis -Aviation Facility Planning & Design • Bridge Engineeering • Intersection Analysis & Design • Stormwater Quality & Management • Right -of -Way Coordination • Land Development • Public Particpation • Multi -Modal Sidewalk & Bike Path Design • Permit Assistance & Coordination -Collection System Design & Rehabilitation • Infiltration /Inflow Analysis & Removal -Treatment System Design & Troubleshooting • Computerized Infrastructure Mapping • Construction Administration/ Inspection • Consent Decree/ Administrative Order Negotiations • Permit Assistance & Coordination • Source Aquisition & Management -Treatment System Design & Troubleshooting • Distribution System Design & Analysis • Water System Modeling • Inter - Municipal Agreement Preparation • Permitting • Construction Administration/ Inspection LOCAL PRESENCE We pride ourselves on the collective experience and talent we provide firm -wide, however, we never lose sight of the value of being accessible. Our offices are strategically located near our clients and are staffed with talented professionals who are responsive and work together to serve our clients. Although Hoyle, Tanner has not performed any work for the City of Ocoee, our dynamic team of professionals are committed to ensuring that all necessary manpower and technical resources are available to provide the services required by the City. Our reputation in the Florida and national engineering communities was built by the means in which we service our clientele. I loyle, Tanner's commitment to providing these services to our existing clients is proven by our continued reselection by many municipalities and counties throughout the state. COMMITr1 UNT TO EXCELLENCE Our goal is to provide high quality planning and engineering services that match our clients' budgets and needs and we pride ourselves on solutions that are as practical as they are innovative. In summary, we understand that our continued success depends upon: • Carefully listening to our clients to make sure we fully understand their needs; • Delivering quality planning and engineering services that are appropriately scaled to meet those needs; • Continually monitoring the markets we serve and adjusting our service offerings to match; • Maintaining a staff of experienced professionals able to deliver on a broad range of projects; • Meaningful involvement of principals in the performance of all services. ,oyle,Tanner - � !associates, Inc. FIRMS QUALIFICATIONS COMMITMENT At Hoyle, Tanner our business philosophy is to consistently provide quality engineering and planning services, which are sensitive to and compatible with the natural and man -made environment, thus ensuring a higher standard of excellence. We emphasize the development of creative, cost effective, results- oriented solutions to planning and design projects. We strive to provide our clients with quality services delivered on time and within budget. The application and success of this philosophy is illustrated in the firm qualifications and individual work histories submitted in this proposal SUBC ONSLAANTS, QUAMICATIONS & ROLE CARDNO TB[_ Any successful project is based on sound and reliable information; Cardno TBE understands the need for accurate and error -free survey and for updated and reliable information on existing utilities potentially in conflict with the project. Their dedication to the City and the Hoyle, Tanner team will be to provide the highest quality survey and subsurface utility engineering (SUE) services available. Their local Altamonte Springs office will be the office dedicated to this project. Multiple survey and SUE crews are based out of this office and ready to provide the City with quick turn - around deliverables. Should additional resources be needed, Cardno TBF (utility division) has three other offices throughout the state positioned within a short drive to the City of Ocoee. Cardno TBF began offering subsurface utility engineering since 1993 and surveying and mapping services since 1999. Since then, they have remained focused on maintaining cutting edge, quality services mapping what lies above and beneath the earth's surface. Annually, Cardno TBF successfully completes, on average, 11,000 test holes and 5,000,000 linear feet of utility designating. Their success is proven by the number of clients we are honored to provide services to, making Cardno TBE the largest subsurface utility engineering provider in the world. Throughout the United States and internationally, their associates are actively involved with industry associations and take part in the research and development of industry standards and guidelines. Due to this and extensive practical experience, their associates are sought internationally for speaking engagements. Cardno TBE is part of Cardno USA, which is currently ranked 30th on Engineering News - Record's (ENR) List of Top 500 Design Firms (2012). Cardno TBF has consistently ranked in the top 10 of Trenchless Technology's Top 50 Design Firms for the past few years. Cardno TBE will provide survey and subsurface utility engineering services for the above referenced project to the Hoyle, Tanner team; they do understand that their services are contingent upon selection of the Hoyle, Tanner team. P le,Tanner sociates, Inc. ar``ke� Yr+ y • Y` 4p'�1� �F } yd• MR T$b i Y Y. f f gg U !@ ��s,*g, 1 MIT �.Y�J ..✓ «. -.r� •�` Ye f P��, a., aP% 4� �� .�5 �' �( * f.�'�..4 ,� .. �d' S • § • � t,', f�e 5 r fi,Nr t At . e s t ^ . C ar``ke� Yr+ y • Y` 4p'�1� �F } yd• MR T$b i Y Y. f f gg U !@ ��s,*g, .�'_i v,ta �.Y�J ..✓ «. -.r� •�` Ye f P��, a., aP% 4� �� .�5 �' �( * f.�'�..4 ,� .. �d' S • § • � t,', f�e � a The Hoyle, Tanner team was specifically designed to provide the City of Ocoee with a qualified, effective, efficient, and experienced team of professionals. We are confident that our team will be capable of completing the type of work outlined in the City's RFQ within the established project budgets and schedules. Our office is located at 95 East Mitchell Hammock Road, in Oviedo, Florida, is the primary location where ALL the work will be performed and completed. The Oviedo office is located 30- miles from Ocoee City Hall, with an estimated drive time of 37- minutes (0.62- hours). Cardno TBE, Inc. (Cardno), the subsurface utility subconsultant to Hoyle, Tanner, is located at 408 South Northlake Boulevard in Altamonte Springs. The office is 16.3 miles from City of Ocoee City Hall, with an estimated drive time of 30- minutes (0.5- hours). As stated the I ioyle, Tanner team has been assembled specifically for the City of Ocoee include the following team members: RN Hoyle, Tanner & Associates, Inc (Hoyle, Tanner) 95 E. Mitchell Hammock Road Suite 200 Oviedo, Florida 32765 T: 407.380.1919 F: 407.380.1830 www.hoyletanner.com 408 South Northlake Blvd in Altamonte Springs Water, Wastewater and Reclaimed Water Modeling Cardno TBE, Inc. (Cardno) T: 407.629.7144 F: 407.629.7146 www.cardnotbe.com Subsurface Utility Engineering, Survey and Mapping Hoyle fanner ; "Nssociates, Inc. 1 f4 la A4N � 3 �:� �. e, 4 ..� tY...•9-�'� x{e �4� Y,. ,W "' - rw� +tsa'P.*+�'�. '�'"� .. + � �4�`hL'°'a '��.� `wt°�'p ��* a � ''a ��.. � '�' A7 II • '. ^d" z `� q '��*t ,1 �3' _� i.� "� �.1�,,..�?,. k �..# ,� 'tF rz r . .. f .*. ",'��' -°�;. 'r't�w ,, �' -t�'S �at4 �oP ,�,fy "♦ • � ,a' l� ..,. -s i , +'Mr aY �..,�, st � �� A Z-.K v ��� a, �� ��'� }?- • rm.�' r -- , , .: �� to M t" 4 rri m w- "� i'E" a • k T it 1 yi'� y T R y µ y FIRM'S PROJECT ORGANIZATION & COORDINATION STRUCTURE Hoyle, Tanner consists of individuals that have successfully completed a wide range of environmental, transportation and planning projects within Florida and throughout the United States. With 103 engineers, planners, technicians and support staff our support network available to all engineers is unmatched. Hoyle, Tanner is continuously looking to expand our staff (including the Oviedo office) in order to increase our depth and expertise, to provide superior services to our clients. The following summarizes the professional qualifications that will be assigned to the City of Ocoee. David F. Edson, P.E., Project ana.�Irsr Mr. Edson's environmental experience includes public water supply and groundwater engineering. He is a technical expert Prefesslona /Reg /stratlons- in the evaluation, permitting, development, protection, and Professional Engineer: FL treatment of surface water supplies and groundwater resources; the (No.65014) CT, NH, ME, MA analysis, design, and construction of water pumping, treatment Education: storage and distribution facilities and utility planning and • State University of NY at organization analysis. Mr. Edson authored the chapter on Buffalo, MBA, 1976 Northeastern University, MS groundwater treatment in the latest edition of Groundwater, AWWA . State University of NY at Manual M21. Buffalo, BS, 1975 His hydraulic modeling experience includes all of Hoyle, Tanner's Years In/ndustry36 hydraulic modeling projects In Florida, which includes the complete — County -wide water hydraulic model for Citrus County. This specific model has been used in various projects including system analysis and identification of deficiencies, investigation of water quality (chlorine residual) within the distribution system, consideration of small diameter water main replacement, evaluation of developer utility plans in conformance with County standards and many more projects. In the field of water supply and groundwater engineering his experience translates directly to his hydraulic modeling. To ensure the model has been constructed accurately, and results are real world results reflecting the true nature of the system. As Project Manager, Mr. Edson will oversee Mr. Ceri_ na's work providing Quality Assurance and Quality Control on all project material. Stefano Cerra. a, R.E., Project Engineer As a Project Engineer of Hoyle, Tanner, with the responsibility of the majority of Hoyle, Tanner's utility (water, wastewater and reclaimed) projects in Florida, Stefano has over 12 years of experience in the field of design engineering. Stefano has been vvith Hoyle, Tanner since October, 2005 and obtained his Professional Engineering license in June 2007. Mr. Ceriana has extensive technical and project management experience in water distribution modeling, sewer collection system modeling, hydraulic modeling efforts, and small utility master glyle.1anner C� .ASsoclates, Inc. EXPERIENCE FIRM & PROJECT TEAM plan analysis. I le also has experience in project design and construction management including distribution pipelines, collection systems, lift stations, multi - agency permitting and the full range of construction administration services. Mr. Ceriana has worked on multiple hydraulic modeling projects, including the creation and calibration of the Citrus County water distribution model from scratch. The completed model consisted of over 1,800 pressure pipes and over 1,300 junctions with multiple water sources and specific system infrastructure (pressure regulating valves, booster stations, etc.). His experience includes running hydrant flow tests used for the calibration of the model. Professlona/ Reglstratlons• Professional Engineer: FL (No. 66379) Educatlon.• Worcester Polytechnic Institute, MS -2001, & BS -2000 Ceraftatlons & Speclallzed Tra /n /ng. LEER Accredited Professional Professlona/Assoc /atlons- • American Water Works Association (AWWA) • US Green Building Council His qualifications include PACP /MRCP (Pipeline and Manhole Years Inlndustiy.• 13 Assessment Certification Program), NASSCO's standardized and certified approach to coding /rating the assessment of sewer pipeline and manholes. Stefano has been able to apply his certification so as to obtain a detailed pipeline assessment in order to make the City of Inverness wastewater hydraulic model, more accurate and precise. Mr. Ccriana as Project Engineer on all City of Ocoee modeling projects, will be the go -to person for City staff for any questions or concerns. Stefano will personally attend all meetings with the client from inception and transmit the needs and intentions of the client into the design and construction of the project. Dou ;las N. Norman, Client liaison Mr. Norman is a Senior Vice President of the firm and Manager of the Oviedo, Florida office. Mr. Norman's tenure with the firm exceeds 22 years and he has a proven track record for accomplishing highly technical and complex projects throughout Florida. Mr. Norman has extensive knowledge of the project life cycle having worked as an Engineering Designer, Project Engineer, Project Manager, and Project Coordinator throughout his 22 -year career. Even as a Senior Vice President and owner of the firm, Mr. Norman has a hands -on approach and remains very active throughout each project. As the Client Liaison, Mr. Norman's primary role will be to provide overall project coordination and to monitor the progress of the water utility modeling and minor utility studies. Professlonal Registrations Engineering Intern: FL Educatlon: • University of Central Florida, BS, 2001 Brevard Community College, AA Years In Industry.• 18 _: lejanner ssoclates, Inc. SUBCONSULTANTS QUALIFICATIONS N4attfievv R. tattazerne, Project.V na er As a Project Manager for Cardno TBE's Utilities Division, Mr. LaLuzerne Professlonal Reglstratlons.• assists with overseeing the day -to -day operations of assigned subsurface Engineering Intern: FL utility engineering and surveying and mapping projects throughout Central Florida. Mr. LaLuzerne is responsible for creating accurate representations Education: of data collected out in the field for assigned client projects. Mr. LaLuzerne Belarusian National Technical is involved with projects entailing static and kinematic CPS, design, primary University, BS, 2004 horizontal and vertical control networks, secondary horizontal and vertical control networks, utility surveys, boundary surveys, ALTA surveys and ProfesslonalAssoclatlons• platting. He has experience with MicroStation, GEOPAK, AutoCAD, American Society of Civil Microsoft Excel, Microsoft Word, as well as numerous types of field Engineers (ASCE) equipment. Years In /ndustiy. 9 Hoyle ja.nner Associates, Inc. Professlonal Carley Pilia .Senior Project Manager eyor Professional Surveyor & l Sur As a Senior Project Manager of Cardno TBE's Utilities Division, Mr. Pilia Mapper: FL oversees Cardno TBE's subsurface utility engineering, utility coordination and surveying and mapping services throughout Central Florida. Mr. Pilia is Education: experienced in all phases of subsurface utility engineering and Rollins College, MBA, underground assets protection, including use of 3D imaging instruments Business, 2011 and applications. He is highly knowledgeable in all industry software and . University of Florida, BE, technology. Mr. Pilia began his career as a graduate intern, and then Geomatics, 2005 worked his way up to becoming a partner at his previous firm. He successfully managed many subsurface utility engineering projects, YealsIn In dustry.• 8 including major public transportation upgrades in Ireland (Light Railway Transit Systems Was and Metro). He has extensive experience in overseeing project completions, business development and management of a subsurface utility engineering and surveying business. N4attfievv R. tattazerne, Project.V na er As a Project Manager for Cardno TBE's Utilities Division, Mr. LaLuzerne Professlonal Reglstratlons.• assists with overseeing the day -to -day operations of assigned subsurface Engineering Intern: FL utility engineering and surveying and mapping projects throughout Central Florida. Mr. LaLuzerne is responsible for creating accurate representations Education: of data collected out in the field for assigned client projects. Mr. LaLuzerne Belarusian National Technical is involved with projects entailing static and kinematic CPS, design, primary University, BS, 2004 horizontal and vertical control networks, secondary horizontal and vertical control networks, utility surveys, boundary surveys, ALTA surveys and ProfesslonalAssoclatlons• platting. He has experience with MicroStation, GEOPAK, AutoCAD, American Society of Civil Microsoft Excel, Microsoft Word, as well as numerous types of field Engineers (ASCE) equipment. Years In /ndustiy. 9 Hoyle ja.nner Associates, Inc. XU The current and projected work commitments for the professional, technical and support staffs of Hoyle, Tanner are minimal with respect to our ability to effectively conduct additional work assignments. Although we are presently in uncertain economic times, Hoyle, Tanner has been able to maintain staffing levels to serve all of our clients. While some firms are having significant staff reductions, Hoyle, Tanner's health, diversity and management has allowed us to continue providing outstanding services to our clients. The Hoyle, Tanner team is ready to serve the City of Ocoee as an extension of the staff in all of the capacities required accomplishing the Utility Modeling and Studies. BUDGET REQUIREMENTS The Hoyle, Tanner team has a proven performance track record and is able to meet demanding schedules. The ability to cross - utilize internal resources will play an important part in meeting the requirements of larger design and construction projects. All of the proposed projects will require careful coordination between the members of our team, and the City. This ensures that the multiple elements are consistent, efficient, and delivered on -time. Our ability to meet budgets is associated with the years of experience working on Florida environmental projects. Hoyle, Tanner has an excellent track record of completing projects both on -time and within budget. The Hoyle, Tanner philosophy and approach regarding project timelines and budgets is shown below. Philosophy • Conservative Estimates at Programming Stage • Maintain Contingency in Engineer's Estimate at Design Stage • Manage Quantities During Construction Stage • Enforce Construction Contract Time Approach • Reasonable Engineering Fees without compromising services • Staff Meetings • Project Control Plan & Schedule • Dialogue with Contractors & Suppliers • Database of Past Projects • Cosy Escalation in a Robust Economy lejanner sociates, Inc. A, Umm I �r Ii, � ^"' 4 a h g�' i'iii��P ry -zi 4 Lull uY n a' r d ai OVERVILIN The City of Ocoee (City) is requesting sealed statements of qualifications for Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies. I- loyle, Tanner has extensive experience in hydraulic modeling of distribution and collection systems and knows that a hydraulic model is a tool that allows a public utility system owner to evaluate and answer questions regarding their collection or distribution systems. The City of Ocoee having used hydraulic modeling before, knows that a hydraulic model is a comparatively small investment but has huge returns allowing a multitude of analyses /results, some of which include: evaluation of various design alternatives given changing system conditions analysis of existing network conditions and constraints • identification of possible solutions to improve system performance The City operates two water treatment plants, Forest Oaks WTP and South WTP that provide water to the City's service area, which covers approximately 14.8 square miles and includes over 25,000 customers. The two WTPs, provide the distribution system storage via four ground storage tanks and high service pumps, meeting the system demand. A network of water mains ranging from 2 -inch to 16 -inch comprise the City's distribution system, which is encompassed entirely under one pressure zone. Portions of the City's distribution network are comprised of 2 -inch and 4 - inch water lines that the City has been replacing with larger mains through its routine maintenance and /or planned projects. The City's distribution network has an extensive "backbone" of 12 -inch and 16 -inch mains in order to provide looping in deficient areas, and improve available fire flows and pressures. The City's wastewater collection system is comprised of sewer gravity mains, force mains and over 40 lift stations covering an area approximately 15 square miles. All the wastewater is pumped to the City's wastewater treatment plant located off of A.D. Mims Road, classified by FDFP as an Oxidation Ditch ivwtfW/Rcuse to PercPonds and PubliCACCess/I Teas , with a rated capacity oc, 3 MGD. Fffluent is disposed at the treatment plant via on -site and off -site percolation ponds and sprayfield irrigation at the Forest Lake Golf Course. APPROACH H A hydraulic model is only as accurate and precise as the information that is used to build it. Information such as the pipeline diameter, material and location (only to name a few) all comprise the backbone of the model that will be used. The City already has hydraulic models of its distribution and collection systems, and therefore the majority of the components that make up the system are already included. lejanner f�ssociates, Inc. OVERVIEW & APPROACH However, even with an existing hydraulic model, Hoyle, Tanner will ensure the information is up- to -date and coordinate with City personnel to obtain updated data regarding the system. Certain data such as pump discharge pressures, pump settings, new pipeline segments, etc., might require updating since the last model run, and therefore it is essential to ensure accuracy during the model build. If required, Hoyle, Tanner will rely on its subconsultant Cardno TBF, Inc. to complete surveys and subsurface utility exploration to ensure the field data, if unavailable to the City, is accurately obtained. Once again, it is crucial to ensure the data inputted to the model is as accurate as possible. Once the physical model has been replicated within the hydraulic model, calibration ensures that the daily operation of the system is reproduced within the hydraulic model. Hoyle, Tanner will coordinate directly with the City's Water and Wastewater departments to perform field calibrations that might include hydrant flow tests and lift station draw down tests. If the field data is collected and successfully reproduced within the model, there is a high level of confidence that the model is accurate. Following calibration, the analysis can take place, which is based on the question that requires answering on the part of the City. The City may look to: • determine the correct pipeline diameter to replace 2-inch and 4 -inch water mains in a certain section of the City • verify a developers utility plans to ensure the water distribution lines provide adequate pressures and flows and the wastewater collection system is sufficient to convey the projected wastewater • determine pipeline pressures within a force main that has multiple other force mains that manifold into it • evaluate water age / chlorine residual throughout the distribution system to ensure proper disinfection and water quality The answers or analyses that the City may look for are endless. Hoyle, Tanner's hydraulic modeling experience is able to build an accurate model, calibrate to ensure its accuracy and perform the required analyses so as to ensure the City's water and collection systems are operating as efficiently as possible. lllejanner t< rssociales, Inc. FIRM AND SULTA S FIRM'S SOFTWARE PACKAGES Hoyle, Tanner's software uses the following modeling software packages for the hydraulic analyses and studies it performs. - Bentley SewerCAD V8i (version 08.11.02.75) Select Series 2 - Bentley WaterCAD V8i (version 08.11.03.19) Select Series 3 - EPANET(version 2.00.12) The principle software used by Hoyle, Tanner for the majority of its hydraulic modeling is Bentley WaterCAD and SewerCAD. Currently, Hoyle, Tanner has a Select Senicellgteetnentwith Bentley, which allows Hoyle, Tanner to maintain its software current with the latest release version and download the necessary patches /updates so as to ensure compatibility with model runs. The WaterCAD version is licensed to run 5,000 pipes, whilst the SewerCAD version is licensed to run 500 pipes. Currently, the City uses Bentley V8 (Select Series 3), the same software current being used by Hoyle, Tanner. If selected, I loyle, Tanner will discuss current and future modeling needs with the city. Based on the anticipated hydraulic modeling needs of the City, I ioyle, Tanner will help the City in deciding the best software package for use, whether maintaining the current software or upgrading to another software. In addition to the software mentioned above, Hoyle, Tanner makes use of: • [SRI ArcMap 9.3 • AutoCAD 2012 Cardno TBE provides clients the highest quality subsurface utility engineering, 3D underground imaging, utility coordination, utility design and surveying and mapping services available. Cardno TBE began offering complete surveying and mapping services in 1999. Since then, they have remained focused on maintaining cutting edge, quality services. Using sophisticated equipment and technology, Cardno TBE professionals determine and map what lies above and beneath the earth's surface. Applications of their services include federal, state, county and city government continuing surveying and mapping and utility mapping contracts as well as stand- alone projects. 9 lejanner - Associates,. Inc. FIRM AND SUBCONSU SOFE WARE & EQUIPMENT PACKAGE Southeast Region Associates 14 Florida Licensed Surveyors 3 Florida Licensed Engineers 3 Senior Project Managers 2 Utility Coordination Managers 3 Senior Utility Coordinators 2 Utility Coordinator 6 Survey /CADD Technician 14 Subsurface Utility Engineering Field Crews (74 addlliona /fie cre[15 - national resource pool) 9 Surv Fi eld Crews (7additiona1 feld crews - nationa /resource pool) National Equipment Pool Subsurface Utility Engineering Vehicles Surveying and Mapping Vehicles and Equipment 41 Vacuum Excavation Vehicles 16 Surveying Vehicles 70 Desionatino Vehicles 2 All-Terrain Vehicles 2 Boats Pipe and Cable Locators 20 Survey Total Situation 73 Metrotech Locator 16 Data Collector 74 Radiodetection Locator 3 Digital Level 75 Ditch Witch /SubSite 950 Locator 75 Digital Camera 6 Dynatel Locator 14 Automatic Level 3 Rycom Locator 14 Survey CPS Unit (Leica) 10 Vivax V -Loc Pro 14 RTK Modem Link 27 Pipe I corn Locator 1 Submersible Double Depth Antenna 21 Sonde Unit 19 Detectable Fiberglass Push Rod Software Ground Penetrating Radar 20 Mala GeoScience Easy Locator • LFBP DOS Processing 2 Mala GeoScience X3M • Bentley MicroStation V8i 1 Sensors & Software Noggin • CAiCE Visual Transportation 10.1.0 5 GSSI Utilityscan • Leica Geooffice GPS 3 IDS Detector Duo •GLOPAK 1 Mala CX -11 I ligh Frequency Concrete Imaging • Proprietary CPS Software •TDS Data Collection Software -Allegro Data Collection Software Metal Detectors 26 Schonstedt • AutoDesk EDT 2008 vv/survey 6 Fisher •AuloDeskCivil 3D 1 Metrotech Closed Circuit TV Inspection (CCTV) 4 PushRod CCTV Inspection System T ylejanner �ss«ciates, Inc.. r . IT NMI Or WAIT MBE CERTIFICATION Certified Minority Business Enterprise Hoyle, Tanner and its subconsultants are not an MBE certified businesses for this specific project qualification as described in the RFQ. No litigation, claim or contract dispute has been filed by or against Hoyle, Tanner related to similar wDrk as described in the RFQ. No, Legal Action, claim or contract dispute has been filed by or against Hoyle, Tanner related to similar work as described in the RFQ. ro � t J i 4 M �tl ra a � � '"':,�, S• � a r " � ., .r��, 2t"�^'� � � `g'" � �w. «,� � ,fin„, "�. r� , •.z.,,� . �j;°� yy, ' y � J 1 •�° ; 5 � �,�_ ' �A d y+ a C" ,�� �._ ..,. ,.++`,A, � ^�,� e.,. r . ..r� fi✓ V '9r t „if �E y 'L� C.+' .'aw. l Yk WA '{{,ter oi,�tua, It CLIENT REFERENCES The following client references are familiar with Hoyle, Tanner's capabilities and performance on various projects. VVe encourage you to call upon the following individuals as a testament to the quality and thoroughness of the work we do for our clients. REFERENCE PROJECT(S) J. Kenneth Cheek, Jr., RE ......... ............................... • CR491 Medical Corridor Water Resources DIrector Citrus County 3600 West Sovereign Path Suite 241 Lecanto, Florida 34461 (352) 527 -5446 Katie Cottrell ............................ ............................... ® SWFWMD DRA Inspections D /rector ofPublIC Works 0 Wastewater Treatment Plant Permit City of Inverness Renewal Department of Administration 212 W. Main Street Inverness, Florida 34450 (352) 726 -2611 ex 1404 Frank DiGiovanni ..................... ............................... g Wastewater Treatment Facility Upgrades GtyManager « Wastewater Treatment Plant Reclaimed City of Inverness Water Transmission Main 212 West Main Street 0 Dynamic Upgrade to Water Distribution Hydraulic Model Wastewater Collection System Hydraulic Inverness, Florida 34450 Model (3 52) 726 -2611 6 Dampier Street Improvements 0 South Apopka Avenue Sidewalk Hoylejanner Asset iates, Inc. COMPANY INFORMATION /SIGNATURE SHEET RFQ #1301 FAILURE TO COMPLY WITH THESE RFQ INSTRUCTIONS WILL RESULT IN DISQUALIFICATION OF YOUR QUALIFICATION PACKAGE. PLEASE SIGN BELOW ATTESTING THAT YOU HAVE READ AND UNDERSTAND ALL RFQ INSTRUCTIONS AND THAT YOU UNDERSTAND THAT THE SUCCESSFUL RESPONDENT WILL BE REQUIRED TO ENTER INTO A LEGALLY BINDING CONTRACT WITH THE CITY OF OCOEE. Hoyle, Tanner & Associat 407 - 380 -1919 COMPANY NAME TELEPHONE INCLUDE AREA CODE) 407 -380- 830 FAX (INCLUDE AREA CODE) dnorman @hoyletanner.com E -MAIL ADDRESS AUTHORIZED SIGNATURE (manual) Douglas N. Norman NAME /TITLE (PLEASE PRINT) 95 E.Mitchell Hammock Rd Suite 200 STREET ADDRESS Oviedo, Florida 32765 CITY STATE ZIP FEDERAL ID # - 0317405 Individual X Corporation Sworn to and subscribed before me this Personally Known or Produced Identification (Type of Identification) IF REMITTANCE ADDRESS IS DIFFERENT FROM PURCHASE ORDER ADDRESS, PLEASE INDICATE BELOW: Partnership Other (Specify) day of 1 20 Notary Public - State of County of Signature of Notary Public Printed, typed or stamped Commissioned name of Notary Public RFQ 91301 — Continuing Engineering Services Water Utility Modeling 14 Mayor S. Scott Vandergrift Citv Manayer Robert Frank July 16, 2013 Commissi John Grogan, District 1 Rosemary Wilsen, District 2 Rusty Johnson, District :3 Joel F. Keller, District 4 ADDENDUM NO: ONE (1) CITY OF OCOEE RFQ #1301 CONTINUING ENGINEERING SERVICES FOR WATER UTILITY MODELING AND MINOR UTILITY STUDIES This addendum consists of one 1 page, and shall modify and become a part of the original RFQ documents for the Continuing Engineering Services for Water Utility Modeling and Minor Utility Studies, Respondents shall acknowledge receipt of this Addendum in the space provided on this Addendum. Failure to do so may subject the Respondent to disqualification, The RFQ due date remains the same. Revisions and/or Clarifications to the RFQ documents are as follows: Q 1. What is the current software and version used by the City (or its current consulting engineer) for hydraulic modeling purposes? Al. Bentley WaterCAD V8i Select Series 3 -T CT - t, CPPB Purchasing Agent cc: Evaluation Committee All respondents shall acknowledge this addendum in your qualification package by completing the section below and including in Section II- Firm's Office Location & Other Forms. Respondent: Hoyle, Tanner & Associates, Inc. Siguature s Name: Douglas N. Norman Title: Senior Vice President City o1'Ocoee • 150 N Lakeshore Drive • Ocoee, Floricla 34761 phone: (407) 905 -3100 - fax: (407) 905 -3194 • wmv.ocoee.org . `. O CERTIFICATE OF LIABILITY INSURANCE -�•� 1 7/l/2013 DATE (MM /DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FIAI /Cross Insurance 1100 Elm Street Manchester NH 03101 CONTACT NAME: Tara Dean, CIC pHONE (603) 669 -3218 A/C No: (603)645 -4331 E - MAIL y ADDRESS: agency co INSURERS AFFORDING COVERAGE NAIC # INSURER A:Hartford Ins Co LIMITS INSURED Hoyle, Tanner & Associates, Inc. 95 East Mitchell Hammock Road - Suite 200 Oviedo FL 32765 INSURER B: INSURERC: INSURER D: INSURER E $ 1,000,000 1 INSURER F: X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR COVERAGES CERTIFICATE NUMBER:CL1331981695 REVISION NUMBER: 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. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM /DD /YYYY POLICY EXP MM /DD /YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR 04UUNUX6485 10/1/2012 10/1/2013 DAMAGE ( RENTED PREMISES Ea occurrence ) $ 300,000 MED EXP (Any one person) $ 10,000 PERSONAL &ADV INJURY $ 1 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OP AGG $ 2,000,000 X POLICY F1 PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea ac 1 000,000 BODILY INJURY (Per person) $ A ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS 04UUNUX6485 10/1/2012 10/1/2013 BODILY INJURY (Per accident) $ X NON -OWNED HIRED AUTOS LX AUTOS PROPERTY DAMAGE Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 9,000,000 AGGREGATE $ 9,000,000 A EXCESS LIAB CLAIMS -MADE DED I X I RETENTION$ 10, 000 $ 04XHUIP9300 10/1/2012 10/1/2013 A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROP RI ETOR /PARTNER /EXECUTIVE Y/N OFFICER /MEMBER EXCLUDED? (Mandatory in NH) N/A 04WBJQ8832 (3a)FL ME MA NH NY RI VT 11 officers included 5/1/2013 5/1/2014 X WC STATU- OTH- TORY LIMITS E. L. EACH ACCIDENT $ 500,000 E . DISEASE - EA EMPLOYE $ 500,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ 500,000 DESCRIPTION OF OPERATIONS 'LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Project: Continuing Engineering Services, Water Utility Modeling, etc. - Ocoee FL. Refer to policy for exclusionary endorsements and special provisions. CERTIFICATE HOLDER CANCELLATION jhann@hoyletanner.com City of Ocoee Attn: Joyce Tolbert - Purchasing Agent 150 N. Lakeshore Drive Ocoee, FL 34761 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Tara Dean, CIC /TXD �14 C . " t6iilll &A-A ACORD 25 (2010/05) INS025 / ?n i nn,i n l ©1988 -2010 ACORD CORPORATION. All rights reserved. Tho Arr1Rrl name and Innn nro rnnictnrnrl mnrlrc of Ar:(1Rrl �-, HOYLTAN -02 CDOANE ACORO DATE (MMIDD/YYYY) �.., CERTIFICATE OF LIABILITY INSURANCE 7/1/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NA Ames & Gough 617 328 -65 310 FAX 859 Willard Street AIC N.E. Ext : (_)_ lA c No : (617) 328 6888 E -MAIL Suite 320 ADDRESS: Quincy, MA 02169 INS URERS) AFFORDI COVERAGE NAIC # INSURER A Contine Casualty C ompany (CNA) A(XV) 20443 INSURED INSURER B Hoyle, Tanner & Associates, Inc. INSURER C 95 East Mitchell Hammock Road S INSURER D Suite 200 Oviedo, FL 32765 INSURER E: INSURER F: rnvFRArFS CFRTIFICATF NIIMBFR! REVISION NUMBER: 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 M AY HAVE BEEN REDUCED BY PAID CLAIMS. LT R R LT TYPE OF INSURANCE I NSR SUER POLICY NUMBER MM DD/YYYY MM/ D/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ — 1 6A AGETO NIzN I LU ! COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS -MADE a OCCUR MED EXP (Any one person) $ PERSON & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER - COMP /OP AG $ POLICY 4 PRO F LOC JECT � RODUCTS - _- — $ ''. AUTOMOBILE LIABILITY � COMBINED SINGLE LIMIT Ea accident )SINGLE BODILY INJURY (Per person) $ ANY AUTO i ALL OWNED SCHEDULED BODILY IPJJURY (Per accident) $ r- AUTOS AUTOS I '1 NON -OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accide $ UMBRELLA LIAB OCCUR EAC OCCUR RENCE $ I EXCESS LIAB CLAIMS -MA ' _ GREG.4TE $ $ DED RETENTION $ WORKERS COMPENSATION WC STATU- OTH- TORY LIMITS ER ______ AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR /PARTNER /EXECUTIVE OFFICER /MEMBER EXCLUDED'? ❑ A----- NIA E. EACH ACCIDENT L. $ - - -- -- (Mandatory in NH) E . DISEASE - EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E . DISEASE - POLICY LIMIT $ A Prof. Liability AEH 00- 616 -12 -77 6/1/2013 611/2014 Per Claim Limit 2,000,00 A Prof. Liability AEH 00- 616 -12 -77 6/112013 6/1/2014 Aggregate Limit 2,000,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Project: Continuing Eng? iaering Services Water Utility Modeling, etc. - Ocoee, FL !`COTICI!`ATC Uni r = rAA1rl =1 I ATInAl © 1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Ocoee y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Attn: Joyce Tolbert- Purchasing Agent 150 N. Lakeshore Drive AUTHORIZED REPRESENTATIVE Ocoee, FL 34761 © 1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD State of Florida Department of State I certify from the records of this office that HOYLE, TANNER & ASSOCIATES, INC. is a New Hampshire corporation authorized to transact business in the State of Florida, qualified on February 12, 1982. The document number of this corporation is 851895. I further certify that said corporation has paid all fees due this office through December 31, 2013, that its most recent annual report /uniform business report was filed on March 21, 2013, and its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this is the Twenty first day of March, 2013 Secretary of State Authentication ID: CC5960176158 To authenticate this certificate,visit the following site,enter this ID, and then follow the instructions displayed. https:// efile .sunbiz.org /certautliver.htmi state of Hondo K'ald of Prafcstiiunal Lngineers 2639 Nortti Monroe Sncet Suite t3 -112 1 (l 32303 -5268 Hoyle, Tanner & Associates, ine. 150 DOW ST MANCHESTER, NH Each':icensee is solely responsible for notifying the Florida Board of Professional Engineers in writing the licensee's current address. Name changes require legal documentation showing name change. An original, a certified copy, or a duplicate of an original or certified copy of a document which shows the legal name change will be accepted unless there is a question about the authenticity of the document raised on its face, or because the genuineness of the document is uncertain, or because of another matter related to the application. At least 90 days prior to the expiration date shown on this license, a notice of' renewal will be sent to your last known address. if you have not yet received your notice 60 days prior to the expiration date, please call (850) 521 -0500, or write, Florida Board of Professional Engineers, 2639 North Monroe Street, Suite B- 112,1 - allahossee, FL 32303 -5268 or e -moil: boord@Pfbpe.org. Our website address is http: / /www.fl)pe.org, State of Florida Board of Professional Engineers Attests that Hoyle, Tanner & Associates, Inc. is authorized under the provisions of Section 471.023, Florida Statutes, to offer engineering services to the public through a Professional Engineer, duly licensed under Chapter 471, Florida Statutes. Expiration: 2/28/2015 CA Lic. No: Audit No: 228201502148 Certificate of Authorization 3395 � o u 'z7 O GL Nr � w � < v � � c Q p � O Gd � N f�l W N N C O O �wQ State of Florida Board of Professional Engineers Attests that David F. Edson, P.E. Is licensed as a Professional E i n er under Chapter 471, Florida Statutes Expiration: 2/28' 1 2015 P.E. Lic. No: Audit No: 228201516750 65014 CORPORATE HEADQUARTERS Hoylejanner �� Associates, Inc. 150 Dow Street Manchester, NH 03101 REGIONAL OFFICES 95 F. Mitchell Hammock Road, Suite 200 Oviedo, FL 32765 2424 North Lssex Avenue Hernando, FL 34442 P.O. Box 11175 St. Thomas, USVI 00801 Pease International Tradeport 100 International Drive, Suite 360 Portsmouth, NH 03801 18 Lyman Street, Suite Q Westborough, MA 01581 196 Main Street Winthrop, ME 04364 125 College Street, 4th Floor Burlington, Vt 05401