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RFP #06-01 Professional Engineering Svcs Sewer Master Plan Update 2006• January 20, 2006 Applied Technology and Management, Inc. Attn: Stephen C. Swann, P.E., Vice President 411 Pablo Avenue Jacksonville Beach FL 32250 • CITY OF ATLANTIC BEACH OFFICE OF THE CITY CLERK 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5810 SUNCOM: 852-5810 FAX: (904) 247-5846 www.coab.us Re: RFP 06-1-Professional Engineering Services-Sewer Master Plan Update 2006 Dear Mr. Swann: This is to advise that the Atlantic Beach City Commission, at their meeting on Monday, January 9, 2006, accepted your proposal as submitted for the above referenced project. All work must be authorized in accordance with our purchasing procedures, and we request that you coordinate all work through our Director of Public Utilities, Donna Kaluzniak. We thank you for your proposal and look forward to working with your firm. In the meantime, if you have any questions, please contact Donna Kaluzniak at 247-5834. Sincerely, ~~.. Donna L. Bussey City Clerk cc: Public Utilities Dir. Purchasing Dept. • January 20, 2006 HDR Engineering, Inc. Attn: Robert Kosoy, P.E. 200 W. Forsyth St, Suite 800 Jacksonville FL 32202 • CITY OF ATLANTIC BEACH OFFICE OF THE CITY CLERK 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5810 SUNCOM: 852-5810 FAX: (904) 247-5846 www.coab.us Re: RFP 06-1 -- Professional Engineering Services-Sewer Master Plan Update 2006 Dear Mr. Kosoy: This is to advise that the Atlantic Beach City Commission, at their meeting on Monday, January 9, 2006, accepted the proposal from Applied Technology & Management, Inc. as the best proposal meeting specifications for the above referenced project. We appreciate your interest in the City of Atlantic Beach and thank you for your proposal. We have enclosed an evaluation of the proposals received, which may be helpful to you. We trust if another project arises for which your firm is qualified, you will again favor us with a proposal. Sincer ly, ~~ Donna L. Bussey City Clerk Enclosures u January 20, 2006 Dyer, Riddle, Mills, & Precourt, Inc. Attn: James E. LePetrie, Jr., P.E., Senior Project Manager 3611 St Johns Bluff Rd, Suite 14 Jacksonville FL 32224 • CITY OF ATLANTIC BEACH OFFICE OF THE CITY CLERK 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5810 SUNCOM: 852-5810 FAX: (904) 247-5846 www.coab.us Re: RFP 06-1 -- Professional Engineering Services-Sewer Master Plan Update 2006 Dear Mr. LePetrie: This is to advise that the Atlantic Beach City Commission, at their meeting on Monday, January 9, 2006, accepted the proposal from Applied Technology & Management, Inc. as the best proposal meeting specifications for the above referenced project. We appreciate your interest in the City of Atlantic Beach and thank you for your proposal. We have enclosed an evaluation of the proposals received, which may be helpful to you. We trust if another project arises for which your firm is qualified, you will again favor us with a proposal. Since ely, ~i'YLd. Donna L. Bussey 1J City Clerk Enclosures January 20, 2006 CPH Engineers, Inc. Attn: Kamran Khosravani, P.E., CEO 520 Palm Coast Parkway SW Palm Coast FL 32137 CITY OF ATLANTIC BEACH OFFICE OF THE CITY CLERK 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5810 SUNCOM: 852-5810 FAX: (904) 247-5846 www.coab.us Re: RFP 06-1 -- Professional Engineering Services-Sewer Master Plan Update 2006 Dear Mr. Khosravani: This is to advise that the Atlantic Beach City Commission, at their meeting on Monday, January 9, 2006, accepted the proposal from Applied Technology & Management, Inc. as the best proposal meeting specifications for the above referenced project. We appreciate your interest in the City of Atlantic Beach and thank you for your proposal. We have enclosed an evaluation of the proposals received, which may be helpful to you. We trust if another project arises for which your firm is qualified, you will again favor us with a proposal. Sincerely, ,, Donna L. Bussey City Clerk Enclosures • January 20, 2006 CH2MHil1 Attn: Jeff Hellstrom, P.E., Vice President 9428 Baymeadows Road, Suite 200 Jacksonville FL -32256 • CITY OF ATLANTIC BEACH OFFICE OF THE CITY CLERK 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5810 SUNCOM: 852-5810 FAX: (904) 247-5846 www.coab.us Re: RFP 06-1 -- Professional Engineering Services-Sewer Master Plan Update 2006 Dear Mr. Hellstrom: This is to advise that the Atlantic Beach City Commission, at their meeting on Monday, January 9, 2006, accepted the proposal from Applied Technology & Management, Inc. as the best proposal meeting specifications for the above referenced project. We appreciate your interest in the City of Atlantic Beach and thank you for your proposal. We have enclosed an evaluation of the proposals received, which may be helpful to you. We trust if another project arises for which your firm is qualified, you will again favor us with a proposal. Sincerely, //~ vi'~~/ Donna L. Bussey City Clerk Enclosures W ~, /` i- The top three ranked firms were: 1. Applied Technology and Management (ATM) 2. CH2M Hill 3. CPH Engineers AGENDA ITEM #4C JANUARY 9, 2006 ATM was the top-ranked firm for several reasons. Their Project Team includes engineers who have been working with the three beach cities on the TMDL issue for quite some time, conducting modeling efforts and permitting assistance. In addition, one of their engineers previously worked on several major sewer projects for our city, including design of the master lift station. ATM's Project Approach was the only submittal that included evaluating not only Atlantic Beach's two treatment plants for meeting the TMDL requirements, but discussed the possibility of working with the other beach cities for an optimal solution. ATM is located in Jacksonville Beach, so site visits or meetings can be easily and quickly coordinated. They also had a high level of Staff Availability in order to meet deadlines and received a high score on Cost criteria. BUDGET: A total of $130,000 was budgeted for the Sewer Master Plan Update, TMDL engineering, and the Permit Renewal Studies for Wastewater Plant No. 1 under account nos. 410- 5506-535-3100 and 410-5508-535-3100. RECOMMENDATION: Authorize staff to negotiate a contract with the top ranked firm, Applied Technology and Management for Sewer Master Plan Update 2006, RFP 06-1. If unable to negotiate a satisfactory contract, authorize staff to negotiate a contract with the next ranked firms. ATTACHMENTS: 1. Evaluation Form for Sewer Master Plan Update 2006 2. Request for Proposals, RFP 06-1 Note: Engineering proposals are available through City Clerk's office. REVIEWED BY CITY MAMA P ~ ~/" 4 ~w ~a~ II w `j m ~ ~~ ~ ~ C OC F~~~D 3 cw^oAw~ n (~ II ~ ~ '< o ,Q w ~ o n w. ~ ~. UC° _o o• `~ o Y ~ ~ a` ~N m `n~ ~~ !G~`c .b ~\~'VC w ~O '7 `T7 ~! co w ~~~ _ 5 w`~~ ^O C. n ~ H ~ ~ w ~ 4=1~ ~ ~ dw a m v"ZC' o• ~ ~' ~ o ~ II ~ ~ ~ ~ ~ b ~o C~zS ~ ~ ~ w w y ,y~a.o ~ II ~ ~ w m ~ ~°: ~•7y II o w o c ~_ ~ K y Q. ~ ~ N (0 w ~ ~, o m ~ ~ av -3 _• " w cc ^ ~ ~ ~' B c F `; av ~ ~ ~ ~ ~ `~ ~ rn R~ B ii ~° ~ w ~ m ~ O ~ yTy O. ~ ~ O ~ c moo ~ O O w ~ x C = O ~ ~ ~ ~ ~m~~~-1~ ~~`~ ro3 d ~ ° °' ~ O ~ H ~~ ~ w,c a~ m ~ ~ c w ~ O ~' 0. ~Tsa ~5•ro~ ~ bx ~~ N ~ n A O n~~,~ w o voo• = U ~ 5: ;o w D ~ W ~ O O y a. ~.. ~ ~' ~' ~ _' w ~ m O~ -r» w -~-]° 73 a °° s w ~ `~ C~ o w •~ w ~] '° ~ ~". 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Proposals must be submitted in quadruplicate by Wednesday, 4:30 PM, November 30, 2005 and addressed to: Donna Kaluzniak, Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 SCOPE OF WORK I. Prepare an Updated Sewer Master Plan for the Atlantic Beach Sewer System, including service areas both inside and outside city limits. The Master Plan will include the following elements: a. An evaluation of the wastewater treatment plant processes for both Wastewater Plant No. 1 (1100 Sandpiper Lane) and Wastewater Plant No. 2 (739 Renault), to consist of i. A conceptual design and recommendation for the most cost effective method to meet the anticipated Total Maximum Daily Load requirement for nitrogen based on process adjustments, reclaimed water implementation, or a combination at one or both plants or combined beaches facility. ii. Recommendations for any modifications to solids handling processes for the treatment plants iii. Recommendations for modifications, upgrades or additions to equipment, controls, tankage, operational layout that may be needed for future needs, to meet future regulatory requirements, or to provide improvements in efficiency. b. An evaluation of the wastewater collection system for the service areas both inside and outside the city limits. i. An updated analysis of lift stations and force mains to determine if they are working efficiently and per standards to include: 1. Updating the schematic diagrams of the force main systems: a. Include private lift stations that pump into Ciry's system on schematic diagrams b. Add new lift stations to the schematic 2. A updated summary of lift station equipment for new/modified lift stations 3. An update of pumping capacities for new/modified lift stations 4. An update of wetwell configurations and volumes for new/modified lift stations ii. An updated analysis of areas of inflow/infiltration based on available current data, reports, sewer videotapes, lift station pumping rates and pressure readings, anecdotal data and field observation. c. An updated 10-year Capital Improvement Program including: i. Recommended improvements and construction projects: 1. Include a priority rating for each recommendation 2. Include a recommended time line for completion 3. Include an estimate of probable costs for each improvement 4. Highlight improvements that are imperative based on the existing forecast REQUEST FOR PROPOSALS PROFESSIONAL ENGINEERING SERVICES SEWER MASTER PLAN UPDATE 2006 RFP # 06-1 "pay as you go" budget 5. Include discussion of how priorities are established and possible environmental, regulatory or other impacts of recommendations d. Provide 60% Master Plan (3 copies) for review within 90 days from date of award i. Total Maximum Daily Load recommendation must be completed first ii. Prepare corrections or revisions as noted by staff review e. Provide 90% Master Plan (3 copies) for review within 14 days of receipt of comments f. Provide Final Sewer Master Plan Update Reports (10 copies) i. Incorporate comments from 90% review within 7 days of receipt ii. Provide ten (10) sets of the complete plan in hardcopy iii. Provide one copy of the plan in digital format g. Conduct PowerPoint presentation about the plan for the City Commission II. Report Preparation and DEP Permit Renewal for Wastewater Plant No. 1 a. Update the Capacity Analysis Report as required by FAC 62-600.405 b. Complete the Operations and Maintenance Performance Report per FAC 62-600.735 c. Update cost estimates only for Reuse Feasibility Studies d. Provide City staff with 3 copies of the draft reports. i. Address staff comments in final reports e. Provide City with 10 hard copies of the final reports and one copy in digital format f. Prepare the DEP Permit Renewal Application g. Respond to up to two Requests for Additional Information h. Reports and DEP Permit Renewal Application to be complete and submitted to DEP no later than July 30, 2006. The consultant will use pre-existing information to the extent possible during preparation of the master plan and DEP reports. This information includes, but is not limited to: ^ The Sewer Master Plan 2000 ^ Solids Handling Analysis completed in 2001 ^ Sewer Televising Reports ^ Wastewater engineering studies ^ The TMDL Value Analysis for Point Sources conducted by the St. Johns River Water Management's engineer ^ Previous DEP Permit Renewal reports and documents CONSULTANT(S) WRITTEN PROPOSAL REQUIREMENTS AND SELECTION PROCESS: A. SELECTION PROCESS: Consultant selection shall be in accordance with this request for proposal. The evaluation process shall determine qualifications, interest, and availability. City staff will first review all written responses. This review will result in a ranked list of fully qualified respondents. If deemed necessary, informal interviews may be conducted of selected respondents determined to be best qualified based upon the evaluation of the written responses. The determinations shall be based upon the criteria below. REQUEST FOR PROPOSALS PROFESSIONAL ENGINEERING SERVICES SEWER MASTER PLAN UPDATE 2006 RFP # 06-1 An agreement will be developed for signatures upon approval by the Atlantic Beach City Commission. The City reserves the right to reject any and all proposals, waive informalities and technicalities, and make award to the firm whose proposal best serves the interest of the City. Also, the City reserves the right to make such investigation as deemed necessary to determine the ability of any proposer to perform the services requested. B. METHOD OF RANKING: During the review of written responses, each criterion below will be ranked on a scale of zero (0) through ten (10). In addition, each criterion has been assigned a percentage value that weights the criterion's significance to the project as noted below. C. WRITTEN PROPOSAL / QUALIFICATIONS PACKAGE REQUIlZEMENT: Respondents are to adhere to the requirements shown below. Failure to do so may result in rejection of proposal as non-responsive. - Be concise and to the point. - Provide adequate information on each criterion below. - Provide the ranking criteria information below in the order shown. D. RANKING CRITERIA: 1) Firm's Professional Qualifications and Project Team [30%]: List Consultant team members and sub-contractor firms, including detailed resumes. Give brief bullets on education, training and experience for project personnel. Team members listed in the proposal must be available for work on the project during the entire contract period. In the event a team member leaves the employ of the consultant during the contract period, another team member with equal or better experience and qualifications must be substituted. 2) Past record of professional accomplishments [25%]: A list plus brief description of completed projects similar to the project under consideration. Provide a reference list of other agencies, governments or companies for which similar services have been provided. Include owners' contact person, FAX number and telephone number, and type of projects completed. 3) Project approach [10%]: Describe the firm's specific proposed approach to providing the City with an updated master plan including recommendation for meeting TNIDL requirements. REQUEST FOR PROPOSALS PROFESSIONAL ENGINEERING SERVICES SEWER MASTER PLAN UPDATE 2006 RFP # 06-1 4) Staff Availability and Capability to Meet Deadlines [20010]: Current and projected workload for the project team which indicates the availability of staff to complete assigned projects in a timely manner. Time is of the essence for this project. Provide a schedule for completing the project showing major milestones and ability to meet the project deadline. 5) Financial Responsibility and Insurance [5%]: The form of business of the prime consultant, i.e., proprietorship, partnership, corporation; years in business; changes in ownership; bank reference; and any other information the applicant may wish to supply to verify financial responsibility. Include the most recent audit summary the firm, and current certificate of insurance. 6) Proximity [5°Io]: Location of the consultant's home office (corporate headquarters) and location of the local office where the project(s) will be produced. 7) Cost [5%]: Quote rates, fees, or charges. Detail other cost proposals or cost breakdown information. a. Schedule of direct labor rates (without fringe benefits) for the following categories of personnel to be used on this requirements contract. Principal (Partner or Senior Officer) Project Manager (Responsible Professional) Design Engineer or Architect (Registered) Designer or Technician (Non-registered) Drafter Field Inspector Clerical (Typist, Word Processor, Printer, Assembly) Other (Specify) b. Proposed overhead rate on direct labor, profit rate, costs of printing, CAD systems or other direct project costs. Overhead rate may not be more than 150%. c. Any other information available to show pricing methods. d. Miscellaneous guidance: - Proposed rates and costs will be used in the negotiation of fees and shall remain in 4 REQUEST FOR PROPOSALS PROFESSIONAL ENGINEERING SERVICES SEWER MASTER PLAN UPDATE 2006 RFP # 06-1 effect throughout the current term of the contract. - List the proposed overhead rates in use by the firm. -List the proposed profit rate in use by the firm. Profit shall be applied only to direct labor plus associated overhead. No mark-up or profit shall be paid on non-labor related job costs, reimbursable expenses, or services provided by subcontractors. - Prior to negotiation on each requirement for scope of service, the selected consultant(s) will be required to provide the proposed total compensation, utilizing the rates shown in this proposal and detailing employee hours needed for each activity, number of sheets required for drawings, amount proposed for surveys, geotechnical investigations, other specialty sub-consultant costs, and all other costs associated with the project. E. PROPOSAL IS NOT A BID: This request for proposals /qualifications is not to be considered a BID. The City of Atlantic Beach will evaluate proposals based on the criteria set forth in this RFP. Rates, fees and charges are requested as part of the RFP package. However, the City reserves the right, at its sole discretion, to exclude the fees from the evaluation process. The evaluation process will consider all other requested criteria to determine which firm(s) are the most highly qualified to perform the required services. 5. INDEMNIFICATION REQUIREMENT: The City shall require the following or similar indemnification paragraphs to be made part of the contract(s) as entered into with the successful proposer(s). The City shall be held harmless against all claims for bodily injury, sickness, disease, death or personal injury or damage to property or loss of use resulting therefrom arising out of performance of the agreement or contract, unless such claims are a result of the City's own negligence. The City shall also be held harmless against all claims for financial loss with respect to the provision of or failure to provide professional or other services resulting in professional, malpractice, or errors or omissions liability arising out of performance of the agreement or contract, unless such claims are a result of the City's own negligence. 6. INSURANCE REQUIREMENTS: The consultant shall procure and maintain during the term of the contract, insurance of the types and in the minimum amounts stated below. 5 REQUEST FOR PROPOSALS PROFESSIONAL ENGINEERING SERVICES SEWER MASTER PLAN UPDATE 2006 RFP # 06-1 Coverages A. Workers' Compensation Florida Statutory Coverage and Employer's Liability (including Appropriate Federal Acts) Schedule Minimums $100,000 -each accident $100,000 -each employee $500,000 -policy limit for disease B. Comprehensive General Liability $1,000,000 -bodily injury each occurrence $1,000,000 -bodily injury aggregate $1,000,000 -property damage each occurrence $1,000,000 -property damage aggregate C. Products -Completed Operations $1,000,000 -aggregate D. Business Auto Liability (All autos -owned, hired or used) E. Professional Liability F. Excess or Umbrella Liability Same as Comprehensive General Liability Same as Comprehensive General Liability Optional Insurance shall be written by an insurer holding a current certificate of authority pursuant to Chapter 624, Florida Statutes. Prior to commencing any work on the contract, certificates of insurance, approved by the City, evidencing the maintenance of said insurance shall be furnished to the City. The certificates shall provide that no material alteration or cancellation, including expiration and non-renewal, shall be effective until fifteen (15) days after receipt of written notice by the City. All coverages shall name the City as "additional insured". Receipt of certificates or other documents of insurance or policies or copies of policies by the City, or by any of its representatives, which indicate less coverage than required will not constitute a waiver of the successful proposer(s)' obligation to fulfill the insurance requirements herein. 7. ANTI-COLLUSION REQUIREMENT: Under no circumstances shall any prospective proposer, or any person or persons acting for or on behalf of any said prospective proposer, seek to influence or gain the support of any member of the City Commission or the City Staff favorable to the interest of any prospective proposer or seek to influence or gain the support of any member of the City Commission or City Staff against the interest of any prospective proposer. Any such activities shall result in the exclusion of the prospective proposer from REQUEST FOR PROPOSALS PROFESSIONAL ENGINEERING SERVICES SEWER MASTER PLAN UPDATE 2006 RFP # 06-1 consideration by the City. 8. PUBLIC ENTITY CRIMES REQUIREMENT: 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 bid or a proposal on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a 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 place All proposals will be reviewed by City Staff, and a submittal of the proposals of the five top rated firms will be made to the City Commission. Selection will be determined by the City Commission. Negotiation of fees will commence upon City Commission approval, and the Standard Form of Agreement (EJCDC) will be developed for signatures. All work will commence immediately following signing and approval of the Agreement. All questions concerning the submittal of proposals must be addressed to Donna Kaluzniak, Utility Director. No questions may be directed to any other party. Submit four (4) copies of the proposal. 7 ..~..§r",~~ ,~ ~~ ~"~ ~~ - ~; ~-- ~ . ' ~. _i -r. - . ~ ,~`. ~ I I Y OF A I L AN I I C IiE A Fi G P R O FES SI O NA L EN GI NEER I~ S E W ER M A STE R P LA N IJP D~ --~ r TABLE OF CONTENTS To ensure the Selection Committee can easily find HDR's responses to RFP #6-01, we have tailored our proposal to follow the order of the "Written Proposal Requirements." 1. COMPANY QUALIFICATIONS > Key Project Team Descriptions 2. PAST PERFORMANCE > Similar Projects > References 3. PROJECT APPROACH 4. CAPABILITIES TO MEET DEADLINES > Team Workload > Typical Project Schedule 5. FINANCIAL RESPONSIBILITY AND INSURANCE > Liability Insurance Certificate > Business Profile > Audited Financial Statement 6. PROXIMITY TO CITY OF ATLANTIC BEACH > Corporate Headquarters > Lead: Jacksonville Office 7. COSTS /FEES 8. APPENDIX > Detailed Resumes ~E?'~~ ~ ONE COMPANY ,~ Many Solutions`" 1 r b' 3 A C m O 3 II/ i KEY PERSONNEL Our two principal Team Leaders, Bob Kosoy, PE and Gordon Grimes, PE both have very specific, first-hand knowledge of Atlantic Beach and it's key stakeholders. Bob Kosoy served as Atlantic Beach's Public Works Director/City Engineer for 14 HDR Is committed years. During his tenure he was responsible for the 2000 Sewer Master Plan. He to utilizing senior ~ is intimately familiar with the regional demographics, permitting issues, and professionals for the challenges that surround this important project for the City of Atlantic Beach. He duration of this brings a unique understanding of Atlantic Beach's needs and the regional important project. regulatory environment to our Team. • Gordon Grimes, PE was the project manager for the expansion of WTP3 in Atlantic Beach in 1995. He is a technical leader who understands costs, budgets and their associated ramifications on your Sewer Master Plan. His past work with • the City was important in that it encouraged Buccaneer District to operate ' efficiently within the City s utility enterprise. He is a catalyst for positive change; he will assume responsibility for your project and direct the efforts of all technical • experts and local staff. His personal goal and HDR's corporate commitment is to deliver on time and within budget an Updated Master Plan that cost effectively addresses the City's near and long term needs. We have provided detailed resumes on our entire team in the APPENDIX section of our submittal. KEY TEAM MEMBERS - PROPOSED PROJECT MANAGEMENT TEAM Robert Kosoy, PE -Client Manager/ Quality Assurance Mr. Kosoy will serve as Client Manager on this project for the City of Atlantic Beach. Mr. Kosoy has over 20 years experience in the management of and construction of utility projects. For 14 years, he was the Director of Public Works for the City of Atlantic Beach. In this role, he managed the Capital Improvement Program and operations of a utility system consisting of 2 WWTPs and 4 WTPs with associated pumping stations, collection and distribution piping. Mr. Kosoy has worked with community outreach programs that supported his projects. As the City of Atlantic Beach's first Professional Engineer in 1990, Mr. Kosoy oversaw two 5-year Capital Improvement Programs which expanded both WWTPs and three WTPs. During this timeframe he also oversaw the rehabilitation of the City's collection system. For the past two years, Mr. Kosoy has provided design management and construction support to JEA under The Better Jacksonville Plan. " '~~ Gordon Grimes, PE -Project Manager Mr. Grimes will serve as Project Manager to City of Atlantic Beach. Mr. Grimes ~. ~;,_,~' has 29 years of engineering experience specializing in water and wastewater engineering, management and design including conceptual/preliminary reports, master water and wastewater plans, water treatment, storage and distribution J~~~ I ONE COMPANY J[ ~ Many Solutions`" 0 0 0 0 s systems, wastewater collection treatment and disposal, administration of design and construction projects, and grant programs to fund the projects. - NATIONAL EXPERTS WHO WILL SUPPORT THE EFFORT OF OUR LOCAL TEAM IN THE DEVELOPMENT OF AN UPDATED MASTER PLAN David L. Clark -National Resource: WWTP Analyss_(TMDL) ..r.. Mr. Clark is the National Director of Wastewater. He brings over 25 years of experience in the wastewater industry to our Atlantic Beach Team. He has an extensive knowledge of the Clean Water Act and specifically total maximum daily loads (TMDLs) and its impact on HDR clients. Mr. Clark has provided nutrient.. management and water quality planning expertise, as well as broad wastewater treatment engineering experience for numerous HDR projects across fhe country. Mr. Clark has been the project manager on the Carkeek Combined Sewer Overflow Treatment Plant (Seattle waterfront park, Pipers Creek improvements for salmon passage), the Coeur d'Alene Wastewater Treatment Plant (mixed-use site master plan, phosphorus-limited Spokane River TMDL), Pierce County Unified Sewerage Pfan (Puget Sound waterfront site with mine restoration), and the Missoula Wastewater Treatment Plant (TMDL nutrient- limited Clark Fork River, growth management planning). He has recently prepared the implementation plan for the phosphorus TMDL for the Cascade Reservoir Watershed Restoration Project. As National Director of Wastewater, Mr. Clark oversees HDR's programs to assure that staff and clients understand the market and regulatory issues that effect our clients and HDR's approach to meeting their needs. Don Safrit, PE - ~VatiQnal Resource:... Water Conservation.& Reuse Mr. Safrit has 20 years,cxperience in water quality engineering. His experience includes 13 years with the North Carolina Division of Water Quality where he developed the effluent reuse rules for the state of North Carolina. In his role as r~ Assistant Chief for the Division of Water Quality, he gained extensive experience ~, in NPDES and Non-Discharge permitting matters relating to wastewater treatment, collection, and disposal/utilization. Mr. Safrit also has 4 years experience with real estate development within sensitive coastal environments. Mr. Safrit served as Vice President for Horizontal Development and was responsible for all infrastructure issues associated with a significant development company in the area. With HDR, Mr. Safrit has continued his active involvement with reuse and is involved with several reuse projects including Brunswick bounty, the City of Raleigh, Union County and the Greenville Utilities Commission. Mr. Safrit will serve as NPDES permitting expert and wastewater reuse specialist, ensuring successful completion of permitting requirements and the _.... s`~lection of most appropriate reuse option. David J. Kinnear -National Resource: WWTP Solids Handling ~_ _,. In the past 15 years, Dave Kinnear has been leading project team members on more than 100 water and wastewater treatment facilities with design, operation, and optimization projects. Specializing insecondary clarifier and biological. wastewater treatment system mathematical modeling, his work on the multiphase computational fluid dynamic biological solids compression model offers improved design techniques for secondary. clarifiers and increases the accuracy of the activated sludge biological mathematical models. J~~ I ONE COMPANY J Many SolutionsBM Kevi[~„Mosteller, PE -National Resource: WWTP Solids Handling & Permitting Mr. Mosteller's experience is dedicated to the plarining, design, and construction -~ ,~~ R,.; of water and wastewater reatment, distribution, and collection facilities. These projects have included water and wastewater treatment facilities for municipal and industrial clients. Mr. Mosteller's project experience includes the preparation ~' of technical reports, feasibility studies, permitting, engineering drawings, ~'~ specifications, and contract documents. His responsibilities have also included hydraulic analyses, construction cost estimates, quality control, and design/build projects. ~[~~ I ONE COMPANY C Many Solutfons'" ORGANIZATIONAL CHART The following organizational chart displays the entire team we have assembled to ~- ~. serve the City of Atlantic Beach for the updated Sewer Master Plan. Within each o ~~~ _~~ major Task Element, we have assigned a National Resource Task Leader to ` support the local team assigned to this project. The Team has a broad range of experience working on projects with scopes similar to this project. The following pages are designed to illustrate our broad experience in tying this multi-faceted and multi-disciplined project together. We have structured The Team, as shown above, to ensure that the project deliverables are presented on-time and budget integrity is maintained. Please note that the key contact is Mr. Grimes, however, we have found that an alternative project contact, Mr. Kosoy, is beneficial to the client as an additional source of information and another individual to consult the Project Team. Z_Tl~ I ONE COMPANY ~~ ~~.~r//,~ Many Solutions°" N 0 0 1 • • • ~~ 2. PAST PERFORMANCE WATER 2020, ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Palatka, Florida SJRWMD, in cooperation with stakeholders, developed adistrict-wide water supply plan that identified water-supply options sufficient to meet projected water needs through 2020 without unacceptable adverse environmental impacts. Also, HDR facilitated workshops for two of the work groups (the planning region was divided into six work group areas) to develop water supply plans for these areas. HDR prepared the plans for these two areas, Area III - Flagler County and Area V -Northern St. Johns and Southern Duval Counties. Prior to the plan development, HDR team members assisted SJRWMD in developing technical tools to facilitate the planning and analysis process. The technical memoranda developed by the HDR team members addressed water supply and wastewater systems component cost information. HDR also conducted a planning level assessment of the feasibility of a regionally connected reuse system in Brevard and Indian River Counties, and investigation of the interconnection of water supply systems. This last assessment included surveying utility systems, development of an overall pipe system map for the utilities, and identifying existing and potential interconnection between utilities. This work also included the review of systems in Volusia County. WASTEWATER MASTER PLAN UPDATE City of Altamonte Springs, Florida ~, HDR is developing a predictive. hydraulic sewer model (DHI Mike Urban ArcGIS 9) and geodatabase of the City of Altamonte Springs Primary Sewerage Conveyance System in support of the City's Wastewater Master Plan and Reclaimed Water Master Plans. The Geodatabase was developed from earlier GIS data as well as incorporation of historical data stored in the City's MP2 CMMS, as-built record drawings, electronic lift station catalog data, pump OEM data, and system curves. HDR performed extensive flow monitoring activities, data collection, and condition assessments for the system consisting of 80 lift stations, force mains, lift station gravity feed lines, and interceptors feeding the 12.5 MGD Regional Water Reclamation Facility. HDR has followed a formal QC program for the City on the database development, GIS, and deliverables. 2000 WATER MASTER PLAN Union County, North Carolina HDR serves as water system consultant for Union County. Accordingly, we updated the County's 1995 water system master plan with a comprehensive new plan that will guide the County for the next 20 years. Since Union County is one of the fastest growing counties in the southeastern United States, the 1995 Water Systems Master Plan had to be updated to reflect the dramatic change in water needs. The objectives of the 2005 update include refining location and size of anticipated rapid growth areas in the County service ~E~~ ~ ONE COMPANY ,. Many Solutions`" area, updating industrial water usage request(s), refining the previously recommended improvements for the Year 2010 and identifying improvements for • the Year 2015, updating the infrastructure implementation schedule, and updating the capital improvement project budget needs. This critical study for the County included the following key elements: > Water demand analysis > Population projections • > Land use and zoning analysis > Distribution system computer simulation for average day, peak day, fire-flow, and water quality conditions through 2020 • > Capital improvement plans for 2000-2005, 2005-2010, and 2010- 2020 > Stakeholder and public relations HDR assisted Union County in the presentation of issues, alternatives, and recommendations related to meeting both short- and long-range goals of the water system. As a result of HDR's technical efforts and outreach program, HDR is currently designing the following water system elements recommended in the updated water master plan adapted by Union County: 1 million-gallon elevated storage tank. 300,000-gallon elevated storage tank with 700-gpm pumping station. 2.5-mgd pumping station. 37,500 feet of 16-and 12-inch transmission mains. Standby power and flow measurement 7.5-mgd pumping station. Union County Water Master Plan - 2005 TAMPA BAY REGIONAL WATER SUPPLY RESERVIOR Tampa, Florida HDR designed a regional water supply reservoir for Tampa Bay Water. The reservoir was designed for approximately 50,000 acre-ft of storage with estimated average flows of 30 cfs. The reservoir was designed as relatively shallow with warm inflow waters and an average retention time of approximately 900 days. The reservoir was designed to be supplied with water from the Tampa Bypass Canal and the Alafia and Hillsborough Rivers, each having a unique water quality. HDR developed a water quality model of the reservoir using CE-QUAL-W2, a two- dimensional, longitudinal/vertical, hydrodynamic water quality model that has been used to model over 200 lakes and reservoirs. Model development included establishing boundary conditions and performing sensitivity analysis on water quality conditions for various inflow water quality, operations, and alternative control measures. In-reservoir and discharge temperatures, dissolved oxygen, organic matter production, and sediment were the primary parameters assessed. The model was used to investigate design alternatives that will minimize potential water quality problems. Stratification of the reservoir and the volume of water with low dissolved oxygen were assessed from various simulations. The results were also animated to assist in visualizing the processes occurring. The J~~~ ~ ONE COMPANY J Many Solutions'" simulations have included varying the percentage of flow each source provides to the reservoir and reductions in source nutrients and organic matter. Construction of the reservoir was completed in 2004 and Tampa Bay Water is very pleased with the design. WATER AND WASTEWATER MANAGEMENT PLAN Brunswick County, North Carolina Among the many projects HDR has conducted for Brunswick County is the development of both a water system master plan and a wastewater management plan. HDR developed a County land use plan for both water and wastewater demand assignments. This land use plan was then used to generate population density and growth patterns for wastewater generation projections. From these wastewater projections, HDR identified potential wastewater treatment sites and technologies, as well as the associated disposal options. Brunswick County lies in an environmentally sensitive region of the Carolina shores. For this reason, the disposal of the County's treated effluent from the proposed regional treatment facilities has been limited to a number of potential beneficial reuse options. Therefore, as part of the County's Wastewater Master Plan, evaluation of potential beneficial reuse disposal options was necessary to determine possible sites and the overall feasibility of each. Preliminary design and cost estimates were created for the most cost- effective reuse options. HDR utilized the input of the County's Sewer Oversight Committee consisting of public representatives of the various municipalities throughout the County. Monthly meetings were conducted in order to obtain the feedback of all stakeholders within the County and build a consensus toward the preliminary design. • HDR also developed an Internet web site for the Wastewater Management Plan that is used for disseminating information to the public. In addition, the land use planning approach used in this study was presented at the North Carolina • AWWA/WEA Annual Conference in 1996, and a summary of the Wastewater • Management Plan was presented at the 1999 NC AWWA/WEF Annual Conference. WATER SUPPLY DEVELOPMENT AND OPERATION Peace River Manasota Regional Water Supply Authority Water Supply Development and Operation, Peace River Manasota Regional Water Supply Authority Four counties were involved in the acquisition of the General Development Utility System, located in Manatee, Desoto, Charlotte, and Sarasota counties. As the continuing engineer for the Authority, HSW's responsibilities included source of supply evaluation for the Peace River supply supplemented by an off-stream reservoir and aquifer storage/recovery (ASR) wellfield. HDR has provided professional services in the areas of: property acquisition, utility evaluation and operations, capital improvement projects, wholesale water supply contracts, 1~• ,. ~ ONE COMPANY J Many Solutions'" construction specifications, contract documents, water rates, plant operations and maintenance, budgets, and financing. Significant design, and construction oversight, projects have been completed for sludge beds, lift stations, piping, filter bed improvements, master metering facilities, 2000 KW emergency power system, data highway and plantwide computer control system, pumps, motors, and variable frequency drives. These projects were improvements to the 12 million gallons per day Peace River Regional Water Treatment Plant. HDR has provided support engineering for the $45 million Peace River Option project which provides fora 6 MGD treatment expansion, 14 new ASR wells, and 30 miles of transmission pipeline. CASCADE RESERVIOR TMDL IMPLEMENTATION PLAN Valley County, Idaho Development of a TMDL is a significant undertaking in watershed management; however, development of wasteload allocations for point source dischargers and load allocations for nonpoint sources alone do not improve water quality. Implementation of point source controls and nonpoint source management plans produce the pollutant reductions needed to actually improve water quality. Therefore, TMDL implementation planning is critical in accomplishing watershed management objectives. • HDR worked with the Idaho Department of Environmental Quality (IDEQ) and • the Cascade Reservoir Technical Advisory Committee, a stakeholder source group, to develop the Cascade Reservoir TMDL implementation plan, one of • the first in the nation to be prepared and submitted to EPA. Water Quality Challenges • The 21-mile-long Cascade Reservoir is located in the Payette River basin of • southwestern Idaho in Valley County. A major portion of the watershed is steeply sloped forested lahd, while the area immediately adjacent to the reservoir and • major tributaries is predominantly gently sloped agricultural land. Urban areas in • the watershed include the cities of Cascade, Donnelly and McCall. Water quality studies have shown that.~hesphorus„is the pollutant of concern within the watershed. Nuisance algae growth resulting from nutrient loading has impaired the designated beneficial uses of the reservoir, including swimming, boating and agricultural water supply. Internal recycling of sediment-bound • phosphorus is also a concern. Massive late summer blue-green algae blooms, in particular, have impaired water quality. • Cascade Reservoir has been identified as water quality limited under section 303(d) and a TMDL has been established. The TMDL calls fora 37 percent --__ overall load reduction in total phosphorus to bring the reservoir into compliance • with water quality targets for phosphorus (0.025 mg/L in-lake total phosphorus concentration), chlorophyll a (10 ug/L in-reservoir chlorophyll a concentration), dissolved oxygen (concentrations exceeding 6 mg/L at all times, except for the • bottom 20 percent of water depth), and pH (6.5 to 9.5 standard units). As a result of the direct relationship between algal growth, depleted dissolved oxygen and high total phosphorus concentrations within the water column, the reduction • of total phosphorus input to the reservoir is specifically targeted for overall water quality improvement. J~~~ (ONE COMPANY JC ~ Many Solutions`" Estimated nonpoint source runoff accounts for a majority of the phosphorus input ___ to Cascade Reservoir, averaging approximately 84 percent in an assessment of current and historical monitoring data. Estimated point source loading averages approximately 10 percent. Septic system effluent comprises the remaining approximately 6 percent of the total phosphorus load. COUNTY-WIDE WATER AND SEWER MASTER PLAN Gaston County This project focused on the development of a Countywide water and sewer master plan and system for the unincorporated areas of Gaston County. HDR was retained by Gaston County to update the County's water and sewer master plan (Phase I). The project was designed to summarize population projections to provide preliminary layout and sizing of water and sewer lines throughout the unincorporated areas of Gaston County, as well as to provide an estimation of costs. The original plan extended water and sewer lines from the major municipalities within the County utilizing the existing municipal water and wastewater treatment plants. After completion of the Master Plan update, the Board of County Commissioners requested that a committee of County residents be formed to review the master plan and provide recommendations to the Board for the need for Countywide water and sewer. • HDR's efforts during Phase II included ongoing meetings with the public • committee and general technical assistance, refined population estimates in initial target areas to account for impacts of water and sewer, revised planning • level cost estimates for proposed Countywide water and sewer lines, preliminary • user fee analysis for customers, and further management agency evaluation and recommendations. ~ k. ,,,~_; BOGGY CREEK DEVELOPMENT AREA -WATER AND WASTEWATER ~ ' UTILITY ASSESSMENT ~ Confidential Client ~ f~ ~ ~ ~~ ~ ~ ~~ ~ n`~- ~' , This assignment involved the assessment of water and sewer requirements for `' _ ` W'~' ' an area of approximately 1100 acres of residential housing. The work effort Boggy Creek Development prepared a hydraulic water and sewer model of an existing municipal water and Area -Water and Wastewater sewer utility to determine if there was adequate capacity available to accept the Utility Assessment, Boggy Creek Development and what the impacts would be to the existing system. Confidential The hydraulic evaluation was used to determine what improvements would be required for it to be able to accept the impacts. Because of the confidentiality of the development, a generalized wastewater collection and distribution system was presented. l ONE COMPANY ~E.~. 1 Many Soluti©ns'" County-Wide Water and Sewer Master Plan, Gaston County __ I~~ ~ Osprey Landing Development - Waterand Sewer Utility Assessment, Confidential OSPREY LANDING DEVELOPMENT -WATER AND SEWER UTILITY ASSESSMENT Confidential Client This project involved the construction of a distribution and collection system hydraulic model for an existing system to evaluate its ability to provide service to a 900 residential unit development. Assessment of needs were provided as a part of the scope and the evaluation of the availability of existing water and wastewater treatment capacities. Based on the findings of these evaluations, recommendations were made for the existing system to accommodate the impacts of this development. BAYOU GEORGE DEVELOPMENT AREA -WATER AND WASTEWATER UTILITY ASSESSMENT Confidential Client The assignment considers the determination of need for the development of approximately 878 acres. Work effort involves the development of a water and sewer hydraulic model for an existing county utility that is planned to provide service to the area. The evaluation will determine how much service can be safely provided with minimal system impravements. If the entire development impacts cannot be served by the existing system, recommendations will be made for improvements that will be needed by the utility. The evaluation will address the utility's ultimate capacity and improvements needed to improve system hydraulics and capacity. PIPELINE ROAD DEVELOPMENT AREA -WATER AND WASTEWATER UTILITY ASSESSMENT Confidential Client The assignment considers the needs assessment for the development of approximately 600 acres. Work effort will involve the development of a water and sewer hydraulic model for an existing county and municipality utilities that are planned to provide service to the area. The evaluation will determine how much service each utility can safely provide with minimal system improvements. If the entire development impacts cannot be served by the existing systems, recommendations will be made for improvements that will be needed by each utility. The evaluation address the utility's ultimately capacity and improvements needed to improve system hydraulics and capacity. J~~~ ~ ONE COMPANY J ~ Many Solutions" Pipeline Road Development Area -Water and Wastewater Utility Assessment, Confidential REFERENCES Jon Dyer, PE Union County Public Works Public Works Union County, NC 2000 Water Master Plan Director 704-296-4212 Alfred Canepa, PG SJRWMD Project Manager Statewide -Florida Water 2020 904-329-4382 Larry Hurlocker Gaston County County-Wide Water and Planning Director Gastonia, NC Sewer Master Plan (704) 866-3091 Peace River/ Mansota Sam Stone Regional Water Supply Water Supply Development Project Manager Authority and Operation 941-316-17 7 6 Amanda Rice, PE Project Manager Donald J. Polmann, Tampa Bay Water Tampa Bay Regional Water PhD, PE 727-796-2355 Supply Reservoir Director of Science & Engineering ~~~ I ONE COMPANY Many Solutions`" w a A 3. PROJECT APPROACH Project Understanding & Approach The City of Atlantic Beach completed a Sewer Master Plan in October 2000 that focused on the collection and transmission aspects of the Atlantic Beach and Buccaneer District's sanitary sewer systems. This Master Plan, currently in its sixth year, identified twelve projects for a total cost of $12.7 million. Faced with new Total Maximum Daily Load (TMDL) limitations, the City of Atlantic Beach desires to update its Master Plan to reflect the impacts of new TMDL limitation and address how the City can best meet the limits as well as address operational improvements and other reuse and collection infrastructure needs. The following sections describe in detail our understanding and the approach required to make this a successful program for the City of Atlantic Beach. Project Management Approach HDR's project management approach is what leads to our proven track record of completing projects on time and within budget. Based on our past experience and discussions with Atlantic Beach's utility staff and management, we have developed a project approach that will actively promote effective communication throughout this project, and will ultimately lead to the development of a wastewater master plan that can be implemented within the City's funding constraints. Our project management approach centers around a single individual -Bob • Kosoy, PE our Client Manager. Bob has the responsibility and authority to act on behalf of HDR to assure that all services are delivered in accordance with the level that CAB expects and deserves. As Project Manager, Gordon Grimes will assume responsibilities which will include: > Coordination of all activities involved in the project. > Establishing key decisions and review milestones during development of the project. > Preparing an initial project development plan to identify a schedule of work tasks and responsibilities required to meet the project milestones and objectives. > Coordinating communication and meetings with client staff as necessary to review technical concepts and alternatives, soliciting staff input, and coordinating the activities of the project team. > Preparing written status reports to the client on a regular basis summarizing project scheduling, progress, and budget status. The project manager is responsible for assuring that project costs remain within the budget. At key stages during the development of the project, Gordon and Bob will meet with City Utility staff to discuss progress and quality of service. Bob Kosoy, along with Gordon Grimes, PE, will stay with this project from beginning to successful completion. I ONE COMPANY ~~. ~. Many Solutions°" The flow chart below describes the project management execution. Your input is essential to the success of this project. We will listen to your concerns and objectives and work with you to make logical thoughtful decisions. The professional staff of the HDR Project Team will work closely with CAB's designated project representatives throughout the duration of the project to keep you informed and to obtain input from FDEP and SJRWMD. We believe the City's selection of HDR will provide them with a combination of experience, professional services, and competitive fees, as well as the following advantages and benefits: > A professional consulting engineering firm with specialized expertise in TMDL, AWT, reuse and operations efficiency. > An experienced project team with the capability to perform the highest quality work for the City. > A project approach that incorporates flexibility, interim reporting and continuous input opportunities. > Analysis techniques developed throughout the completion of numerous projects that sought the same scope and results as your project. Quality Assurance /Quality Control Quality is of the utmost importance to HDR -not merely because the City requires and expects it, but because it is vital to our continued professional and commercial viability. Quality management and services bring to all of us the rewards of jobs done well and successful projects. HDR's QA/QC Program was built around several key elements of HDR's mission and values which consists of: I ONE COMPANY ]~,~~ Many Solutions'" > Maintaining a Reputation for Quality Performance > Client Satisfaction > Continuous Process Improvement > Open Communication > Team Work To assure consistency in quality on level of service HDR has adopted a company- wide QA/QC program that meets ISO 9001 and ASME NQA-1-1989 standards. The key elements of this QA/QC plan, as applied to this project are discussed below. Project Quality Assurance Project Plan HDR's Quality Assurance Plan (QAP)is based on very simple standards. No work will leave the HDR Project Team until Bob Kosoy, our Client Manager and OA/QC Leader, has verified that the requirements of the Project Quality Control Plan (PQCP) have been met. • Project Quality Control Plan HDR's professional services are based on sound principals that meet the standards of professional practice and satisfy the quality requirements of the • Scope of Services. Project Manager Gordon Grimes will develop and distribute copies of HDR's Final PQCP to all project team members. All project team members are required to use the QC Production and Review Procedures • described in HDR's PQCP. Each team member must understand the project • objectives, apply sound engineering principals and is expected to produce quality, accurate and complete documents. Quality Principles One of the most important aspects of a successful project is to assure quality control is maintained throughout each aspect of the project. Our Project Manager has the overall responsibility for directing the project team and the decisions made during the development of the project. Studies have shown that some of the most prevalent causes of poor quality are lack of management involvement, lack of adequate planning, lack of qualified staff and poor workmanship. HDR has developed and implemented a proven QA/QC program that prevents these causes of poor quality, which is based on four sound principals: > Quality Management -The HDR Project Team's management is committed to excellence through the promotion ofquality-oriented management processes that continually improve the service we provide. > Conformance to Requirements -The HDR Project Team's staff is very knowledgeable of County, State, and Federal policies, procedures and standards. We are committed to ensuring the work we perform is complete, orderly and correct. > Prevention of Rework and Errors - HDR's QA/QC program is built on the premise of preventing rework and errors. > Quality Is "Built In, Not Added On" - HDR's management and staff strongly believe that a quality product is produced when the production of task assignments is properly sequenced and continuous production. 1C~+ ~. ~ ONE COMPANY JC Many Solutionsg" Updated Sewer Master Plan for the Atlantic Beach Sewer System HDR's proposed approach to providing the City with an updated master plan, including a recommendation for meeting TMDL requirements, centers around using the 2000 Master Plan and additional information as a baseline for the updated plan. HDR understands the City's desire to implement a Master Plan that can be executed at the least cost possible. With this in mind, we have proposed a flexible approach that can be tailored to meet the City's needs within the established budget and schedule. There are several alternatives to meeting new TMDL limitations, as well as alternatives to address operational improvements and collection system improvements for the City. • The first alternative is a_"maintenance level" master plan that addresses all of the elements of the RFP Scope of Work. The second and third alternatives, "Proactive" and "Aggressive", provide for updating the 2000 Master Plan as well • as further addressing operational efficiency, optimization, and collection system improvements beyond historical levels and exceeding initial TMDL limitations to minimize risk of future need for significant plant upgrades and promote reuse. • HDR proposes that prior to finalizing the Scope of Work, HDR and City management discuss how we could best work together to prepare an updated • master plan that can be completed within the schedule and budget limitations • but exceeds the "maintenance level" master plan option. MAINTEANCE LEVEL First, a maintenance level Master Plan would provide methods for dealing with d J addressed and reduce TMDLs. Our national, regional and local experts have • nitrogen levels in wastewater plants by using:cyclical aeration and/or Modified Ludzack Ettinger_(MLE)systems, which would likely satisfy Wastewater Treatment Plant 1 (WTP1) TMDL effluent requirements for total nitrogen (TN). HDR uses the • most advanced activated sludge modeling (ASM) software for treatment plant evaluations, following a thorough calibration procedure recommended by the Water Environment Research Foundation. Figure 1 presents a hypothetical model • of WTP1. The Figure indicates the MLE_configuration in the green dashed line that would be evaluated for the maintenance approach. Wastewater Treatment Plant 2 currently approaches the TMDL effluent requirements for TN and likely • could reliably meet these requirements with operational optimization. A report prepared by CH2M Hill for the St. Johns River Water Management District, Regulatory Improvement Projects (RIPs) estimated improvements ranging from • $2.78 to $4.34 million dollars for the City would be required to address TMDLs. • At a maintenance level, operational modifications would be considered first to reduce nitrogen levels and comply with proposed TMDL requirements. The 2000 Master Plan would be used as a benchmark and the eight sections of that plan would be readdressed. Existing GIS mapping would be updated to show the new P 1. lift stations and master lift station at WWT 1LT'\~ ~ ONE COMPANY J , Many Solutions" ,- -- r Figure 1. Atlantic Beach, FL Wastewater Treatment Plant 1 Model Maintenance I---------------------, Aggressive I I .................' ~ "..................................................................... I ..................... Proactive I: c'a '1: I~ o is 36 bit obit Mmbic 7B Aerobic a8 I I: M~ ~' - --' `' i 1 I? I 1 maryClnriflsr ~Ma.robict A ]I: oxic to Peiooic nerabic nerob~c aerobic I oxicC A.AbicC nflo. nt PH naerobic M lA OA I: ,: I vrimary setae. I ( ~: .... . ... . . ...... o ...I PROACTIVE LEVEL Second, a proactive level Master Plan would provide additional improvements to reduce nitrogen to lower levels, possibly into the 2 - 4 mg/I range by addition of polishing anoxic and aerobic bioreactors to_the.MLE configuration described above. Figure 1 shows this configuration in the red dashed line. In addition, the proactive approach would include providing reuse water to the Selva Marina _____.__ Country Club, upgrading.the SCADA and GIS systems to a true Asset Management system-and consideration of the configuration for the aeration basins, as proposed by CH2M Hill for the aeration basins at WWTP 1. AGGRESSIVE LEVEL . Third, an aggressive level Master Plan would provide for Advanced Wastewater Treatment (with discharge levels not exceeding limits of 5-5-3-1 for BOD/TSS/Nitrogen/Phosphorous), residential and commercial reuse, and • treatment of biosolids to a-Class A level.. Figure 1 shows the ASM for this approach in the blue dashed line. The addition of the initial anaerobic zones, besides providing the phosphorus removal and low nitrogen levels, may provide • benefits such as reduced aeration costs and increased capacity accomplished through improved solids settling characteristics. Evaluating the life cycle cost of this alternative could demonstrate these benefits may outweigh the cost. An evaluation of the wastewater treatment plant processes at both plants will: > Review and evaluate existing operating data -Analyze flows, water quality, sludge production and other related information. > Develop integrated biological models - As presented in Figure 1 using '~HDR's Envision mass balance software and/or the most current release of t~i~`BioWinT"^ model, develop integrated treatment system models, including the treatment systems, primary clarifiers, WAS thickening, aerobic digestion, digested sludge dewatering and filtrate return or holding pond return streams. > Provide recommendations for solids handling processes -Develop a solids handling and processing base plan for short-term and long-term system needs and projected growth. > Provide recommendations for modifications, upgrades or additions - Reviewand evaluate the impacts of future applicable regulations and general trends on existing equipment, controls, tankage, operational ~~~ I ONE COMPANY Many Solutions'" layout and provide recommendations to meet future needs, regulatory requirements and efficiency. An evaluation of the wastewater collection system both inside and outside the City limits will: Update analysis of lift stations and force mains -The Sewer Master Plan in October 2000 analyzed the 28 lift stations (at that time) and collection system and provided recommendations for system improvements. Three new lift stations have been added and a master lift station added at WWTP 1 and a total of six recommended improvements have been completed. ArcView maps will be updated and equipment, pumping capacities, wetwell configurations and volumes will be summarized for new/modified lift stations. Update analysis of areas of inflow/infiltration -The Sewer Master Plan 2000 format will be followed and updated based on current data, reports, videotapes, pumping rates and pressure readings, anecdotal data and field observations. In order to meet the Scope of Services of this proposal and schedule, we propose • to use a blended approach between the maintenance, proactive and/or aggressive levels. After our initial evaluations, analyses, and recommendations reach the 60% submittal phase, we will schedule a meeting with the Utility • Director (and other key City Staff if requested) and will discuss the proper extent of blending between the Ievels.We will provide our 60% submittal of the Master Plan and, after City review, proceed to 90%. Again, after City review, we will submit the Final Sewer Master Plan and conduct a PowerPoint Presentation for the City Commission. These activities are scheduled in accordance with the Microsoft Project Schedule provided. Report Preparation and FDEP Permit Renewal for Wastewater Plant No.1 In addition to the updated master plan with recommendations for dealing with TMDL requirements, we would provide a new Capacity Analysis Report, Operations and Maintenance Performance Report, and updated cost estimates for Reuse Feasibility in accordance with the Microsoft Project Schedule provided. The reports and FDEP permit Renewal Application would be delivered to FDEP no later than July 31, 2006, based on a Notice to Proceed on January 2, 2006. This timeframe would allow for response to a maximum of two Requests for Additional Informational (RAIs) from FDEP. Key Task Matrix The following page contains a matrix which summarizes the key tasks HDR will undertake to update the 2000 Master Plan. The Matrix also outlines the key differences as to the level of detail HDR will address the each task under the "Maintenance", "Proactive", and "Aggressive" Master Plan alternatives described in our proposed approach. l ONE COMPANY J~~~ Many Solutions`" As stated in our approach, HDR will at the onset of this project and at the 60% submittal milestone, meet with City representatives to determine the final alternative Master Plan approach the City of Atlantic Beach desires and can be completed within available funding limits for this project. Analyze Sewer Master Plan 2000 Discuss work completed and Use 2000 Master Plan as Use 2000 Master Plan as & other available material evaluate performance of benchmark for future work. benchmark for future work. completed items. Evaluate WWTP Processes for WWTP 1 & 2 A. TMDLs B. Reuse within limited growth environment Evaluate WW collection system for further I/I reduction Update 10 year CIP A. Increased costs to achieve new TMDL standards Continue current rate structure B. Budget/aging facilities/excess and interfund transfer capacity Improve Efficiency Recommend updates to practices and standards documentation Add Bioreactors exceeding Provide Cyclical Aeration/MLE current standards in preparation for more stringent regulatory Limit reuse to irrigation at City requirements facilities & holding ponds Provide Reuse to Golf Course Upgrade to AWT (5/5/3/1 for BOD/TSS/Nitrogen/Phosphorous) Produce Class A Biosolids Add anaerobic zones Expand reuse beyond Golf Course General Condition Assessment General Condition Assessment Identify high risk areas Identify high risk areas General Condition Assessment Establish 10 year renewal and Outline proactive find & fix rehab replacement program and renewal program Identify high Risk areas Target Repair and replace efforts Apply for RIP construction funds Apply for RIP construction funds Recommend changes to current Recommend changes to current rates and interfund transfer cost rates and interfund transfer cost structure. structure to fund renewal replacement program Identify funding alternatives SRF, bonding, etc. Evaluate contributions applying for RIP construction funds Optimize staff level Upgrade SCADA Outline GIS & Work Management System Alternatives Outline Asset Management Program adoption alternatives Review alternatives to reduce power consumption & and other operating costs J~~~ ~ ONE COMPANY JC ,~ Many Solutions" PROJECT APPROACH MAINTENANCE PROACTIVE AGGRESSIVE ELEMENTS 3~ m~ ~Q m= a~ ~~ ~~ 4. CAPABILITIES TO MEET DEADLINES HDR has the capability and depth of expertise to manage the unique and challenging work associated with the Sewer Master Plan update for Atlantic Beach. Our team intends to become an extension of the City of Atlantic Beach's staff for the duration of this contract. HDR IS DEDICATED TO MEETING THE CITY OF ATLANTIC BEACH'S SCHEDULE HDR works with a wide variety of management tools, ranging from status reports and progress charts, to specially designed document control systems, to various scheduling systems to Web-based management tools. HDR will, at a minimum, utilize the following as appropriate to complete the assignment for City of Atlantic Beach: > A Project Guide, provided to all team members, describing basic structure of the contract, key contacts and responsibilities, and scope and schedule of work Comprehensive Work plan with well defined task assignments, including budget, schedule, and responsible manager > Well formatted, concise, project status and progress reports > Regular informal meetings to discuss future needs, current performance, and adjustments that may be required > Meeting agendas that define the purpose and goals for each meeting > Meeting minutes that include specific action items, who is responsible, and when they are due > Microsoft Project for CPM scheduling > WebEx and NetMeeting teleconferences to effectively communicate with and review key findings with National Experts > E-room for document sharing across Internet between all project team members > HDR's in-house "Workplan" - a tool used to ensure that staff are available and committed to complete their assignments on schedule and within budget The HDR Team is ready to begin work once the Notice-To-Proceed is authorized. PROPOSED PROJECT SCHEDULE The following page contains HDR's proposed project schedule for updating the City of Atlantic Beach's 2000 Master Plan. Assuming a January 2, 2006 start date, key elements of our proposed schedule we would like to highlight include the following: ~~~ ~ ONE COMPANY ~ Many Solutionss" > Submittal of 60% Master Plan by March 31, 2006 > Initial submittal to FDEP of CAR and 0&M performance plan by April 25, 2006 > Complete update of Final Sewer Master Plan by May 19, 2006 More important than the fact that HDR will complete and work within the scheduled timeframe outlined in the City's Request for Proposals, is the fact that we have included in our own schedule three separate review periods for the City of Atlantic Beach to review and approve the Updated Master Plan. We have also provided two 30-day review periods for FDEP's review of capacity analysis and 0&M performance reports which have been scheduled for final submittal to FDEP by July 31, 2006. 1LT"\~ I ONE COMPANY J Many Solutions" ~. 0 o',_ N'', O -~ N C'', O CD O O N N O'' O1 Ci N' R -', ~ N C a R (U i U Ni O ° c `~ _ _ , _ ..,, . 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FINANCIAL RESPONSIBILITY AND INSURANCE LIABILITY INSURANCE Below is a certificate that represents HDR's liability insurance limits and is proposal purposes only. A project specific Certificate of Liability Insurance will be provided prior to start of the project. • • • • • • • • If HDR, Inc. is selected as consultant of choice, we commit to meeting insurance requirements. HDR's Liability Insurance allows limits of: > $1,000,000 per occurrence > $2,OOa,OOo aggregate DATE (M WDD/YY) ACORD CERTIFICATE OF LIABILITY INSURANCE ~, _ or>/ova(x>6 05/25/2005 _ PAODUCEA THIS CERTIFICATE !S ISSUED AS A MATTER OF INFORMATION Lockton Com anies P ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 444 W.47th Street, Suite 900 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Kansas City MD 64112.1906 INE_COVERAGE.QFFORDED BY THE POLICIES BELOYY,._. (616) 960.9000 INSURERS AFFORDING COVERAGE INSURED HDR ENGINEERING INC INSURER A; 7URI~H, AMERICAN INS CO - Q.P. KS -- , . 1013472 ATiN: LOUIS J. PACHMAN INSURERa, AMERICAN GUARANTEE & LIAB (ZURICHZr_-_-__.__~- 84041NDIANHILLS DRIVE wsuRER c: SENTRY INSURANCE A MUTUAL COMPANY OMAHA, NE66114.4049 INSURER D: CONT(NBNTAI,-CAS_(V.O. SCHINNERER) INSURER E : rnvcQSr_ce CA THE POLICIES OF INSURANCE LISPED BELOW HAVE BEEN ISSUED TO THE INSUREA NAMED A80YE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANV REQUIREMENT, TERM OR CONDRION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHECH 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REbUCED BV PAID CLAIMS. DERI UCY NUM9 POLICY EFFECTIVE POLICY EX%AATION LPodIT GEN EMLLU{EA.AV ,I EACHOCCURRENC B___..._I,000,OOO A X COMMERCtaL GENEN A IARILI'rV L L GL035045$3 061D1/200$ I D15/01/2006 FIRE DAMAGE 4Any onefire) 9 t ()OCI.UUI) ' ~~ j~ ,. GI.AIM$MADE U OCCUR ~ MED EXP (Anv ene oenonl ; _ i~~ j PERSONAL 8 DV NA1RY 0 I OUO OOO ~ . __ GENERAL AGGREGATE _.~ S 2 OOO O00 _ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPX)P AGGi ______ 8 2,000.000 ~. P LI X P Ca X h B AUT X t OMDSRE LVISN.RY f E ANV Auro '; AP3SO4584 610I/2005 b/0112006 COMBINED SINGLE LIMIT tEe attidern) i ..~5 ` E ~~ (~ ~ _ $ ""-.~ ALL OWNED AUTOS SCHEDULED AUTOS ~ TAP3SO4S86 O6JOI/ZOOS 06/01/2006 gOD0.Y INJURY I (Pet PeGO^) ~ _ S XXXXXXX ... . _ ,_ X X HIRED AUTDS NON-OWNED AUTDS __ BODILY INJURY (Per accidan9 _..._ . . __ E XXXXXXX PROPERTY DAMAGE (Pet exidenl) E XXXXXXX RAGE LUIBN..ITY AUTO ONLY•EA ACCIDENT S XXXXXXX ANV Auro NOT APPLSCABLE OTHER FHAN ..FA!~_C_C_ _{. XXXXXXX AVTO ONLY: qGG S XXXXXXX EXCESS LUSILITY EACH OCCURRENCE S 1,W~,I.~U li X OCCUR ~ CLAIMSMADE AUC3808400 0fi/U112~5 06101/2D06 AGDREGATE _ i 1,000,aXI UbERft1A (EXCLUDES PROF. LIAS) E XXXXXXX DEDUCTIBLE FORM _ _ ~_ _ ,XXXXXXX ! RETENTION S 8 XXXXXXX C .WORKERS CONPENSATK)N AND I 9O-I49IO-OI O6IOI/2ODS WCOI/ZOO6 X WCaSTY.LlM~IT OTH- L ~ EMPLOYERY LUBKrfY i ~ 9U-14910.02 061U1t2D05 06/01./20(16 E.C. EACH ACCIDENT s J (InI)(IDL) __ i f y i E.. DISEASE - EA,~-[i1PLOVE . Y I U(H) ()UQ 1 } EL DISEASE -POLICY LIMB 8 j (]Q(] (J()0 D OTHER ARCHS & ENGS PROFFSSIONAI. i.IAHILITY ~ PLA113975408 ''~ I Ofi/01/2005 06/O112W6 pHR CLAIM:SI-(80,000. AGG: 51,000,000. DESCA~TN7N OF OPERATIONShOCATKN/51VEMK:LE3IEXCLU510N5 ADDED EY ENDOASENENTISPECIAL PROVISKINS P6DTIC1e`ATC Ynl n60 ~ I .n.w,..u.. xm„new. u.n.,~n, ~..~s PeuPCI ~ wr,nu 312361 SHOULD ANY OF THE ABOVE DESCRIED POLICES BE CANCELLED BEFORE THE EX%R4TION FOR INFORMATION PURPOSES ONLY GATE THEREOF, THE ISSUAlO sISUREA WILL EMBEAVOF4-Tif NAR. 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER W1MED TO THE LEFT, ANYd( REPAESENIA7NfS. AUTHOR12E0 REPAESENTATNE ACORD 2(i-S (7/87) F«w.saw navdna tltla se,laka6A«aaaq lM nueM,IkNe i,ar ~PmAra~'aeclbn MOV. ena.p.clp aroolwa eoes'NDNNOt'. ® ACORD CORPORATION 1888 1LT''1~ I ONE COMPANY JJ~ ~~/~ Many SolutionsE" ~ ~ '~ • • HDR Engineering, BUSINESS PROFILE • Inc. is a financially HDR Engineering, Inc. is an employee-owned corporation and is the holding sound, employee- company for several operating companies, including HDR Engineering, Inc. Our owned firm with Dunn and Bradstreet DUNS number is 18-729-4624. We have included our most • over 80 years of recent audit summary on the following page. business success. _.._-..____~_a_.~.__._._._..... YEARS IN BUSINESS HDR was founded in 1917 and offers a unique combination of services for government agencies and businesses across the nation and abroad. We deliver program management engineering, architectural, project development and alternative delivery services for transportation, justice, health care, science and • industry, water, and environmental and resource management. HDR's proven track record and considerable experience allows us to structure a • service team with the proper level of expertise and management skills to provide the most cost-effective services to our clients. i CHANGES IN OWNERSHIP • HDR's history dates back to 1917 when H.H. Henningson founded the Henningson Engineering Company. Henningson provided various engineering services to Midwestern Cities and later added additional capabilities to better • serve his clients. In 1950, the company name was changed to Henningson, Durham, and • Richardson (HDR), to include the new partners Charles Durham and Willard • Richardson. In the 1950's, HDR added an architecture department to enhance its roster of design services. Being responsive led to repeat work with many clients and communities. Offices were opened throughout the country to provide • additional services. In 1983, the French company Bouygues, one of the world's largest Design-Build companies, acquired HDR. In the years following, HDR reorganized and formed two operating companies HDR Architecture, Inc., and HDR Engineering, Inc. In ~ ~ I 1996, HDR employees bought the company back from Bouygues. ~ ~ HDR has projects completed or underway in all 50 states and 40 foreign countries. HDR employs more than 4,300 people, including architects, engineers, . scientists, and other professionals. BANK REFERENCE Kevin Munro • US Bank 17th and Farnam Omaha, NE 68102 • (402) 399-2728 • • • • • • 1C~~ I ONE COMPANY JC -` ~Rfty .SO11~ttOflSsx AUDITED FINANCIAL STATEMENT HDR ENGINEERING INC. AND AFFlLIATES COMBINED BALANCE SHEETS December 25, 2004 and December 27, 2003 2004 2003 Current Assets: Cash and Cash Equivalents $83,344 $59,939 Receivables: Trade, lessallovvancefordoubtfulacoour~ts 111,135,783 92,338,542 Other 6,169 0 Net Receivables 111,141,952 92,338,542 Costs and estimated eamir~gs in excess of Millings on uncompleted contrails Due from affiliates Prepaid e~enses Total Current Assets 6,136,471 1,292,498 1,158,570 119,812,835 5,940,631 12,677,889 942,220 111,959,221 Other Assets 6,866,011 3,450,632 Excess of unamatized costs over fir value of assets acquired 14,025,772 11,427,782 Land, buildings and equipment, net 10,355,913 9,388,562 $151,060,531 $136,226,197 LIABILITIES AND STOCId-IOLDERS EQUITY Current Liabilities: Current installments of lorxrterm debt $2,010,512 $2,135,600 Accormts payable 21,255,381 19,189,337 Billings in excess of costs and estmated earnings on uncorpleted contracts 31,475,514 27,424,954 Accrued expenses 16, 725,126 13,101,148 Total Current Liabilities 71,466,533 61,851,039 Long-term debt, exduding current installments 763,750 1,500,000 Other noncurrent liabilities 6,996,869 2,777,028 Stodchdder's Equity. Corrvrbn stock of $1.00 par value; authorized 10,000 shares, issued and outstanding 100 shares 100 100 Additional Paid in Capital 5,000,000 5,000,000 Retained earnings 66,833,279 65,098,030 Total Stockhdder's Equity 71,833,379 70,098,130 $151,060,531 $136,226,197 J~~~ I ONE COMPANY JC ~ Many Solutions`" ~~ m~ °3 ~~ mo mn A O y 7. COSTS PRINCIPAL $82 23 (Partner or Senior Officer) PROJECT MANAGER $60.00 (Responsible Professional) DESIGN ENGINEER $41.54 DESIGNER OR TECHNICIAN $31.40 DRAFTER $26.36 (CADD Technician) FIELD INSPECTOR $30.91 CLERICAL. (Typist, Word Processor, $20.00 Printer, Assembly) HDR will adhere to the requirements as stated in the Request for Proposal: > Overhead rate 150% > Profit of 10% ONE COMPANY ]~,~.. 1. Many Solutions'" POSITION RATE OD a ~v 3 a x Bob Kosoy, PE Client Manager /Quality Assurance Mr. Kosoy will serve as Client Manager on this project for the City of Atlantic Beach. :~, Mr. Kosoy has over 20 years experience in the management of and construction of utility projects. For 14 years, he was the Director of Public Works for the City of ,'~. ,,,,. ~5,,,, ~, Atlantic Beach. In this role, he managed the Capital Improvement Program and ' operations of a utility system consisting of 2 WWTPs and 4 WTPs with associated ~• -~' x pumping stations, collection and distribution piping. Mr. Kosoy has worked with community outreach programs that supported his projects. For the past two years, Mr. Kosoy has provided design management and construction support to JEA under The Better Jacksonville Plan. As the City's first Professional Engineer in 1990, Mr. Kosoy oversaw two 5-year Capital Improvement Programs which expanded both WWTPs and two WTPs. During this timeframe, the collective distribution system was EDUCATION extensively rehabilitated. 1977, BSCE, New Jersey Institute of Technology PROJECT EXPERIENCE FDEP Qualified Stormwater Management Inspector Better Jacksonville Plan, City ofJacksonville, Florida FDOT Certified in Advance Project Manager. Program Management and other related professional services to Work Zone Traffic Control oversee the design and construction of $283 million of road widening and related utility relocation and improvement projects in Jacksonville, Florida. Services include PROFESSIONAL REGISTRATIONS financial/accounting support, public awareness and communication, permitting, 1989, Professional Engineer, design administration, right-of-way acquisition, construction engineering and Florida, #40786 inspection for the City ofJacksonville and JEA. 1987, Professional Engineer, As part of this program, public meetings were held at the study, final design and pre- Pennsylvania, # PE037090R construction phase; interaction with residents and property owners was critical 1981, Professional Engineer, throughout. New Jersey, #24GE02741100 Director of Public Works/City Engineer, City ofAtlantic Beach, Florida > Supervise Engineering, Streets and Maintenance, Sanitation, Utility, and Stormwater Divisions within City of Atlantic Beach. > Reviewed plans, proposals, and submittals from consultant engineers, contractors, utility companies, and vendors working for the city. > Capital improvement programs included: • Completion of core city improvement project, including water, sewer, drainage and roadway improvements using innovative methods ($5 million) • Upgrade of a 2.0 MGD wastewater plant to a 3.OMGD ($4.2 million) • The total reconfiguration of an extended aeration wastewater plant to a sequencing batch reactor plant ($2.3 million) • Upgrade of both water treatment plants ($2 million) • Replacement of most 2-inch galvanized steel water mains with minimum 6-inch PVC mains and hydrants ($3+ million) ~LT'"'1~ ~ ONE COMPANY ® Many Solutions°" Bob Kosoy, PE Client Manager/ Quality Assurance Trenchless repair of significant portion of 40-year old sewer system using various techniques ($3+ million) > Construction projects were completed under budget with an approximate savings of 10% on most projects > Obtained grant money (over $600 K) from various agencies to fund stormwater, sewer, and drainage projects > Provided innovative forums for public involvement as staff liaison for residents' water & sewer, stormwater, Selva Marina Water & Sewer Assessment Committee. > Provided continuous information on Capital Improvement Plan to residents through monthly newsletter and presentations at Commission Workshops and Commission Meetings. Municipal Engineer, Township of Lawrence, New Jersey > Served as Municipal Engineer for community of approximately 20 square miles with a population of 25,000. > Supervised engineering department providing input to Council for planning, Zoning and capital improvement projects. > Reorganized and gained Council support of road program and capital spending. Obtained over $200K instate funding to initiate priority paving of major arterial roads. Resolved extensive drainage problems and reduced citizen complaints to Council. Resident Engineer/Assistant Area Manager, Parsons Brinckerhoff Construction Services Inc., Trenton, New Jersey > Assisted Area Manager in preparing proposals, staffing and management projects, and supervising field personnel. Projects included $25 million road and bridge projects on the Garden State Parkway, New Jersey Turnpike, and New Jersey Department of Transportation roadways. Commendation received for completing projects under budget. > Resident Engineer on a bridge and roadway reconstruction project for the New Jersey Turnpike Authority. This $3.3 million project involved the realignment of approach ramp, reconstruction the roadway and roadway-related items, and constructing a super elevation on the bridge. Staging of the construction was a primary consideration to maintain high-traffic volumes during construction. Project was completed under budget. > Resident Engineer for the New York Avenue Reconstruction Project in Trenton, New Jersey. This major city thoroughfare required reconstruction of the roadway, drainage, and relocation of other utilities. Resolved many problems for local ONE COMPANY ~ Many Solutions:" Bob Kosoy, PE Client Manager/ Quality Assurance residence and businesses during construction. This $1.2 million project was completed under budget. ~LT~~ I ONE COMPANY Many Solutions`" Gordon Grimes, PE Design Project Manager ~ Mr. Grimes has 26 years of engineering experience specializing in water and ~" ~~ wastewater engineering, management and design including conceptual/preliminary ~- reports, master water and wastewater plans, water treatment, storage and ' distribution systems, wastewater collection treatment and disposal, and construction { ~ .~„ administration of projects and grant programs to support funding the projects. a.~> .:~y:..•'rt .. ~, Since joining HDR, Mr. Grimes has been heavily involved in the utility planning of several land and commercial developments for the St Joe Land and Towns and Resorts Companies PROJECT EXPERIENCE East Bay Development Area, Confidential Client, Panama City, Florida EDUCATION Under this assignment Mr. Grimes is directing a project team in the development of a 1976, Bachelor of Sanitary Engineering, Ohio University water and sewer utility master plan for approximately 40,000 acres of land. Work 1977, Master of Sanitary effort involves the determination of needs assessments and evaluation of water Engineering, Ohio University supply sources. This evaluation includes ground and surface water resources, well modeling and construction, aquifer yields, facility sitting, hydraulic modeling, PROFESSIONAL wholesale from an existing source and the potential connection to a small existing REGISTRATIONS utility. Additional wastewater work includes determination of needs, collection, 1979, Professional Engineer, treatment, facility siting, and effluent disposal. Effluent disposal will explore the Florida, No. 25441 1984, Professional Engineer, surface discharge, land application and reuse as alternatives. Georgia, No. 15341 1984, Professional Engineer, Boggy Creek Development Area, Confidential Client, Panama City, Florida Alabama, No. 15893 This work effort was performed for the Towns and Resorts and involved the determination of needs of a development area of approximately 1,100 acres and the MEMBERSHIPS evaluation of an existing neighboring utility to be able to accept Boggy Creek's utility American Waterworks impact. Mr. Grimes' team performed a hydraulic evaluation of the existing utility's Association American Society of Civil distribution, collection and treatment system. The work effort also prepared a utility Engineers master plan for the development area. This project was completed within 30 days water Pollution Control and found that utility improvements would have to be made to the existing system in Federation order to accommodate Boggy Creek. Osprey Landing Development Area, Confidential Client, Panama City, Florida Osprey Landing consisted of an over 900 residential unit development and was to be constructed in three phases. Mr. Grimes' team performed a hydraulic evaluation of the water and sewer utilities and wastewater treatment system of an existing utility to ensure that it was capable of accepting Osprey's impacts. Recommendations and a phased improvement plan were presented for the purpose of improving the existing utility and meeting Osprey's demands. This assignment was completed within 30 days. • United Water Florida, Jacksonville, Florida • Mr. Grimes was directly responsible for the Manning, design and construction of ' water and wastewater capital improvements for this private utility. The value of the capital improvements were $140 million with an annual capital budget of $30 • million. Planning activities included increasing water resources to meet demand, master planning the regionalization of water and wastewater systems in two high • ~ ONE COMPANY ~~~ `" Many Solutions Gordon Grimes, PE Design Project Manager growth counties, phase out of chlorine gas as wastewater disinfection process in favor of UV disinfection, hydrogen sulfide removal from water supply sources and the long- term upgrade of existing facilities. Work involved the use of emerging technologies such as gravity sewer pipe bursting, directional drilling of distribution mains through sensitive areas, pipe bursting of water mains to upgrade and enlarge the system, air stripping of water supplies to reduce hydrogen sulfide and the use of UV disinfection. The work led Northeast Florida area in the use of new technologies. The Better Jacksonville Plan, JEA, Jacksonville, Florida Mr. Grimes managed the water and sewer utility design and construction for this $700M roadway reconstruction program. Tasks included coordination of utility relocation and upgrades during roadway improvements with numerous JEA departments, design consultants and the City of Jacksonville during the planning, design and construction roadway upgrades. ` Effluent Reuse Facility, Zolfo Springs, Florida Mr. Grimes prepared preliminary design reports to support a Farmers Home Administration (FmHA)-funded project to design a 200,000 Gallons Per Day (GPD) i Effluent Reuse Facility for an orange grove irrigation. In addition, the existing wastewater plant will be modified to accommodate filtration and pressure systems. • Land Application Reuse System, Noma, Florida Project involved seeking out a solution utilizing a Land Application Reuse System and successfully identifying a potential application site. This project has received both a . CDBG Grant and FmHA Grant/Loan to assist in the construction of the project. Wastewater System Improvements, Town of Welaka, Florida • The secondary level treated effluent from this facility was classified as effluent reuse due to the type of land application system selected. A series of percolation ponds was utilized that allowed for effluent filtration through approximately 12 feet of • existing earth material before replenishing the ground water. Grant Street Wastewater Treatment Plant Improvements, City of Melbourne, Florida Mr. Grimes designed a 500,000 GPD effluent reuse treatment facility. Project included the design of effluent holding tanks to receive the reuse water when irrigation was not in progress and design of an effluent quality monitoring system that would detect FDEP violations and automatically shut down the system. Sherwood Park Wastewater Treatment Plant Improvements, City of Melbourne, Florida Selected design effluent reuse components for the system included 0.7 MGD effluent filters capable of denitrification. The system included a compliance monitoring system that would divert non-complying effluent to another plant for treatment. ~[_~~ (ONE COMPANY C ~ Many Solutionss" Gordon Grimes, PE Design Project Manager Low-pressure Reverse Osmosis Facility, Wauchula, Florida A final design for slow-pressure Reverse Osmosis (RO) facility was prepared based on the preliminary report identifying the process as the most feasible to reduce sulfates and total dissolved solids. The design considered a 400,000-GPD facility, blending with raw water to produce an acceptable product supply, rehabilitation of the 200,000 ground storage reservoir, an aerator facility, and a 500 GPM water supply well complete with new pump and motor and relining the well with PVC to make it compatible with the RO process Water System Improvements, Town of Interlachen, Florida Mr. Grimes assisted the Town in obtaining a $375,000 grant to provide a waterline and elevated tank design for the Grassy Lakes water system. The water system was • ultimately redesigned to utilize an 88,000 gallon ground storage tank and high • service pump system. The new system was connected into the older Interlachen system to relieve the over-utilization of the older well system. Water Distribution System Improvements, Town of Grand Ridge, Florida Mr. Grimes assisted the Town in obtaining a $375,000 grant by preparing a waterline distribution replacement project for the southern portion of this rural community. This system was designed to replace an older asbestos cement pipe system. It consisted of approximately 11,000 LF of six-inch water lines and was funded by the Department of Community Affairs. Water Treatment Improvements, Otter Creek, Florida Mr. Grimes assisted Otter Creek in obtaining a $375,000 CDBG grant to construct a new water treatment capable of iron removal and upgrading the existing water distribution system to meet maximum daily demand and fire flow. Approximately 17,000 LF of new eight-, six- and four-inch waterlines with fire hydrants were planned. Water Treatment Evaluation, Town of Yankeetown, Florida Assisted the Town of Yankeetown in evaluating their existing water treatment to ' s Report determine the source of operating problems. The Preliminary Engineer identified the major problem and the spin-off problems. It also addressed remedial action by recommending that a lime softening system be installed. Project also involved preparing contract documents for the rehabilitation of their existing +• 100,000-gallon elevated tank. Welaka Wastewater Plant, Town of Welaka, Florida Mr. Grimes designed a new Wastewater Treatment Plant and Collection System. This town has previously been un-sewered. The final design and contract documents included a 100,000-gallon facility with 6,000 F of 8-inch and 10-inch gravity sewers and one lift station. J~~ ~ ONE COMPANY J ~ Many Solutions" Gordon Grimes, PE Design Project Manager • Water and Sewer Improvements, Levy County, Florida Mr. Grimes assisted Levy County in obtaining a $650,000 CDBG grant for water and sewer system improvements in the area of Levy County known as East Williston. The • wastewater system improvements were designed to connect to the City of Williston's system and consisted of 9,000 LF of 8-inch gravity sewer line, one pump station and approximately 5,000 LF of pressure main. • Nicholson's Farm House Restaurant, SR 12 East of Havana, Florida This project involved the design of a gravity collection system, pump station and • 6,000-GPD-wastewater treatment plant. The treatment facility is designed to treat ~~ restaurant waste with Biochemical Oxygen Demand (BOD) levels of 400 Milligrams per Liter (MGL). Design and Collection Systems Improvements Design, Key West Florida Preparation of construction documents for the replacement of 43,924 LF of • collection system utilizing corrosion-resistant materials because of the abrasive environment. • Wastewater Treatment Plant City of Wauchula, Florida Project included design for advanced secondary treatment (complete nitrification) for 1.0 MGD of wastewater. The new facility utilizes aerobic digestion, grit removal, • mechanicalscreens, chlorine handling, dechlorination, disinfection and post aeration. • Sanitary Systems Improvements, City of Chattahoochee, Florida Mr. Grimes managed a design team to develop construction documents and obtain permits for installation of approximately 10,000 LF of gravity sewer to depths of 22 • feet, 2,400 LF of service laterals and 100 private services and one pump station in an un-sewered area of the City. • • Wastewater Treatment Plant and Collection Systems Improvements, City of Chattahoochee, Florida Project included the preparation of design and contract documents for improvements - • 3,500 LF of to the City of Chattahoochee'streatrnent plant and the replacement of 18-inch diameter trunk sewer. The improvements to the plant included rehabilitation of the 0.5 MGD influent pump station, 1.0 MGD return sludge pumping station and • the installation of new flow monitoring equipment. J~~ ~ ONE COMPANY J ~ Many Solutions`N Gordon Grimes, PE Design Project Manager Wastewater System Grant, CIP Report, City of Wauchula, Florida Mr. Grimes prepared a CIP for the wastewater collection, transmission and treatment - system. The program addressed the continuation of sewer rehabilitation, up-grading of lift stations to FDEP requirements, the construction of the new Wastewater Treatment Facility and the addition of effluent reuse components. This assignment continued with the development of a financing program and the implementation of the program. United Water Florida, Jacksonville, Florida Mr. Grimes coordinated the design of a 1.0 MGD effluent reuse facility utilizing secondary level effluent with high rate filtration and high level disinfection. He designed the pumping facility that transferred the reuse water to a golf course holding pond until it was land applied. Preliminary Engineer's Report, Water Treatment Plant Improvements, Wauchula, Florida This project involved the preliminary consideration of alternatives available to the City of Wauchula for resolving high concentrations of sulfates and total dissolved solids in the City's ground water supply. The alternatives included alternative sources, low pressure-reverse osmosis, lime softening and ion exchange. ~[~~ ~ ONE COMPANY C ~ Many Solutions'" David L. Clark Northwest National Wastewater Director David Clark is the National Director of Wastewater. He leads the strategic efforts in understanding wastewater market issues as they affect HDR clients. Dave works alongside the Regional Directors to integrate the national wastewater strategic plan with the regional and local office strategic plans. In addition, Dave works with the business class technical leads to outline technical skills that we need to develop in order to assist our clinets. Dave leads the effort to promote HDR's wastewater image, leveraging our technical skills, engaging in research activites and increasing participation in professional organization activities. Dave has over 25 years of experience in the wastewater industry. He has an extensive knowledge of the Clean Water Act and specifically total maximum daily loads (TMDLs) and its impact on HDR clients. PROJECT EXPERIENCE 19so, Ms, Civil Engineering, City of Coeur D'Alene, Idaho, Wastewater Treatment Facility Planning, University of Washington Coeur d'Alene, Idaho ss~s, es, Civil Engineering, University of Washington Civil Engineer. HDR has been retained by the City of Coeur d'Alene to develop asite- specific facilities plan for its wastewater facility. PROFESSIONAL AFFILIATIONS Pacific Northwest Pollution City of Coeur d'Alene, Wastewater Facility, Idaho Control Association, Member Project Principle. HDR is conducting design and construction management for the Phase 4 upgrade and expansion of the City of Coeur d'Alene's wastewater treatment plant. The project consists of the design of a new Influent Pumping Station, a new centrifuge, new Effluent Pumps, new nonpotable water pumps, landscaping the northern perimeter of the existing facility and new Process Air Management facilities, which builds upon the predesign work completed for Phases B, 4C, 6 mgd and 12 mgd expansions. City of Coeur D'Alene, Comprehensive Sewer Plan, Coeur d'Alene, Idaho Project Manager General. Comprehensive Sewer Plan -City of Coeur D'Alene, Idaho. Prepared a comprehensive sewer plan (population 36,259). Project included hydraulic modeling of the sewer system using HYDRA, development of a master sewer system database, geographical information system mapping of the entire system, development of a hydrogen sulfide sewer model to predict hydrogen sulfide concentrations insanitary sewer pipelines, and development of a capital improvements program. City of Hamilton, Wastewater Treatment Plant, Hamilton, Montana Civil Engineer, Project Manager. Thisroject included design of foul air collection and ventilation systems at the facility Influent Building, design of a new RAS/WAS Pumping Station, design of improvements to the secondary clarifiers, design of Dissolved Air Flotation Thickener, and miscellaneous mechanical and electrical system improvements. City of Helena, Storm Drainage System Inventory & Updates, Helena, Montana Project Principal. HDR assisted the City of Helena in updating their Stormwater Master Plan and preparating a Phase 2 permit application. Project components J~~~ I ONE COMPANY JC - Many Solutions'" EDUCATION David L. Clark Northwest National Wastewater Director included preparation of a CIP database, preparation of a Phase 2 activity database, review of the City rate structure, and construction of an XP-SWMM model. City of Kalispell, Water, Sewer and Storm Drainage Facility Plan, Kalispell, Montana Quality Control Reviewer. HDR prepared a facilities improvement plan for drinking water distribution, sanitary sewer collection, and stormwater systems. The report utilized data from the City's Utility Facility Plan to develop a specific plan for expanding the treatment plant to meet existing and future demands as well as tightening water quality restrictions in 303d-listed Flathead Lake. All systems were modeled using EPANET, HYDRA, and ArcView GIS was used to set up the models. Comprehensive Water Plan, Tumwater, Washington roject Manager. Development of a facilities plan for a municipal water system serving a city of 7,000. Computer simulation of the existing distribution network and alternative future configurations. Hamilton Wastewater Treatment Plant Improvements, Hamilton, Montana Principal in Charge. Planning and detailed design for improvements to a 1.5-mgd oxidation ditch treatment facility. Analysis of treatment capacity limitations. Development of a prioritized plan for alleviation of capacity limitations and treatment process upgrade. Lander Street Wastewater Treatment Facility Effluent Reuse, Feasibility Study, City of Boise, Idaho Project Manager. Feasibility study to consider the use of reclaimed effluent from the wastewater treatment plant to irrigate the Willow Lane Park. Developed a report with five alternatives for the filtration of the plant effluent and two alternatives for disinfection. Missoula County Lolo Wastewater Facility Plan, Missoula County, Montana Principal in Charge. Preparation of a master plan for future sewer service to the community of Lolo, including analysis of sewer system extension and expansion of wastewater treatment facilities with upgrade to advanced levels of treatment for nutrient control. This plan included the development of a collection system hydraulic model for analysis of the existing system and evaluation of interceptor extensions and development of a staged capital improvement program and evaluation of financial requirements. Renton Wastewater Treatment Plant, Municipality of Metropolitan King County, • Washington Project Engineer. Enlargement II, Design of Dissolved Air Flotation Thickeners The design for this 72-mgd facility includes four 55-foot diameter circular thickeners, an • equipment gallery, and carbon bed odor reduction facility for thickening a combined feed stock of up to 4,000 gpm primary and waste activated sludge. lE~~ I ONE COMPANY J _` Many Solutions'" David L. Clark Northwest National Wastewater Director • Sludge Management Program, Chambers Creek Wastewater Treatment Plant, ` Pierce County, Washington Project Manager. Complete development of initial and long-term (20-50 years) sludge • management programs fora 12-mgd secondary treatment plant with projected expansion to 24-mgd. This project includes evaluation of sludge disposal/reuse alternatives, siting analysis, evaluation of a 5,000-acre land application site, • environmental impact analysis, and citizen involvement activities. Spokane County, WWTP Phase 3 Addendum 1, Spokane, Washinton • Estimated potential phosphorus loadings from onsite sewage disposal systems to the Spokane Valley-Rathdrum Prairie aquifer. One approach used was a soil breakthrough analysis of onsite sewage disposal systems which examined the . number and extent of disposal systems likely to impact groundwater. GIS was used including totalizing the number of onsite sewage disposal systems over the aquifer, • calculation of phosphorus breakthrough to groundwater, and selection of the onsite • sewage disposal systems. Wastewater. Facilities Plan Update, City of Missoula, Montana Managing Engineer. Development of a wastewater facility plan fora 7 mgd plant serving a growing community in a complex operating environment, including evolving surface water discharge standards. Evaluation of Clark Fork River nutrient reduction • requirements. (TMDL) and planning for advanced treatment for nutrient removal. Treatment process upgrade for biological nutrient removal for nitrogen and phosphorus control, and plans for expansion from 7 to 15 mgd capacity. Wastewater Treatment Plant Evaluations, City of Vancouver, Washington Project Engineer. Engineering evaluation of two secondary treatment plants, with respective capacities of 4-and 12-mgd, as part of a Wastewater Facility Improvement Program. Wastewater Treatment Plant Expansion, City of Sunnyside, Washington • Project Manager. Planning, detailed design, and construction management of a staged secondary treatment plant project. Phase 1 included design of a 3-mgd trickling filter solids contact secondary treatment system including trickling filter • pumping station, solids contact basin, secondary clarifier, and effluent pumping station. Phase 2 includes rehabilitation of sludge digesters and heating systems, an • influent pumping station, and chlorination facilities with gas neutralization. J~~ I ONE COMPANY J . hrany solutions." David J. Kinnear Regional Technical Director In the past 18 years, Dave Kinnear assisted more than 100 water and wastewater treatment facilities with design, operation, and optimization projects. Specializing in secondary clarifier and biological wastewater treatment system mathematical modeling, his work on the multiphase computational fluid dynamic biological solids compression model offers improved design techniques for secondary clarifiers and increases the accuracy of the activated sludge biological mathematical models. Specific experience is provided below. PROJECT EXPERIENCE • 2002, Doctor of Philosophy, Environmental Engineering, ~, . University of Utah 1991, MS, Environmental hi h Engineering, Le g University • 1987, BS, Environmental Engineering, Pennsylvania • State University PROFESSIONAL AFFILIATIONS City of Des Moines, Iowa, Wastewater Reclamation Facility Emission Reduction, Des Moines, Iowa Odorous emissions assessment, development and prioritization of removal strategies, and design of emission reduction facilities. Project is critical to the successful development of a technology park adjacent to the water reclamation faci I ity. City of Lincoln, Theresa Street Wastewater Treatment Facility Improvements, Lincoln, Nebraska Project involving planning, design and construction services for major wastewater treatment facility capacity improvements necessary for compliance with new regulatory effluent biological nutrient limits. Water Environment Hampton Roads Sanitation District, Atlantic WWTP Expansion, Federation, National Virginia Beach, Virginia Water Environment Process Engineer. HDR is providing engineering services for the expansion of the 36- Federation, North Carolina Water Environment mgd Atlantic Treatment Plant to 54 mgd, with provisions for a future expansion to 72 Federation, Utah, Board of mgd. Treated effluent is discharged through a 1.5-mile outfall and diffuser to the Directors Atlantic Ocean. HDR evaluated alternatives expansion concepts that would provide lowest life-cycle costs and improved service to HRSD. Orange County Sanitation District, Activated Sludge Rehabilitation for Plant No.1 (Project P1-82), Fountain Valley (Talbert), California This project upgraded an existing 80-MGD activated sludge plant to allow either nitrification or carbonaceous BOD removal mode operations at flows up to 110 MGD. Tasks ihcluded detail designs of oxidation basins, secondary clarifiers, membrane and coarse bubble air diffusers, and WAS system along with evaluation of alternatives to upgrade RAS pumping system to 110 MGD. The total consulting fee was approximately $2.5 million. NON-HDR PROJECT EXPERIENCE Acoustic Doppler Current Profiler Velocity Measurements Developed a technique to measure fluid velocities using an acoustic doppler current profiler providing three-dimensional velocity measurements at a temporal resolution of 1 Hz with a spatial resolution of 5 cm. This technique could be used to diagnose hydraulic problems (such as short circuiting) in process engineering reactors or to calibrate computational fluid dynamic models. ~~~ ~ ONE COMPANY many sol~tians`" EDUCATION David J. Kinnear Regional Technical Director Activated Sludge Compression Model Developed a secondary clarifier mathematical model using a finite volume technique. The model solves both solids and liquid continuity and momentum conservation equations. Calibration requires measurement of the fundamental physical parameters governing the settleability of activated sludge solids: dry solids density, floc density, permeability, and compressibility. Flocculation Sedimentation Modeling Assisted with technical efforts of 10 Ph.D. candidates working on an improved secondary clarifier model. The model incorporates computational fluid dynamics (FLUENT based), a population balance flocculation model, compression rheology, and identification of physical parameters governing the separation of biological solids. New Jersey Water Supply Master Plan Evaluated the water supply and demand situation throughout the entire state of New Jersey to recommend projects and programs to satisfy water demand through the year 2040. The master plan included evaluating projects to mitigate saltwater intrusion of aquifers in two critical areas. Wastewater Facility Construction, West New York, New Jersey Field Design Engineer. Completed fast-track design calculations, sketches, and drawings to a contractor just prior to construction and participated in the construction project. Liquid treatment processes included primary clarification, trickling filtration, secondary clarification, and disinfection. Solids processes included gravity belt filtration and belt filtration. Wastewater Facility Design, Chatham, New Jersey • Process engineer. Wastewater process engineer for the design of a treatment facility upgrade discharging into a sensitive receiving water. Unit process design included a nitrifying oxidation ditch, secondary clarification, chemical phosphorus removal, • continuous backwash filtration, UV disinfection, and afine-bubble diffuser post- aeration basin. • Wastewater Facility Performance and Capacity Evaluations Process Engineer. Conducted field unit process evaluations with an emphasis on clarifier performance and capacity including the following tests: Settling tests to • determine wastewater settling characteristics and develop a state point analysis for aeration basin/clarifier solids inventory control. Representative facilities evaluated included: Theresa Street Wastewater Treatment Facility, Lincoln, Nebraska Oro Loma Sanitation Districts, Oro Loma, California Encinitas Wastewater Treatment Facility, Encina, California Wastewater Treatment Facility, Murray, Kentucky Haskell Street Wastewater Treatment Facility, EI Paso, Texas ~~+ 1 ~ ONE COMPANY MQ31)+ SOl1LTtOflSsM David J. Kinnear Regional Technical Director Chambers Creek Wastewater Treatment Facility, Pierce County, Washington Hyperion Treatment Plant, Los Angeles, California Central Davis County Sewer District, Kaysville, Utah Kuwahee Wastewater Treatment Facility, Knoxville, Tennessee Incline Village Water Reclamation Facility, Incline Village, Nevada Minden-Gardenerville Wastewater Facility, Minden, Nevada Snyderville Basin Improvement District, Park City, Utah Wastewater Treatment Facility, Payson, Arizona Sonoma County Water Agency, Sonoma, California Wastewater Treatment Facility, Bend, Oregon Redwood Road Wastewater Treatment Facility, Salt Lake City, Utah Central Valley Wastewater Treatment Facility, Salt Lake City, Utah City of Evanston Wastewater Treatment Facility, Evanston, Wyoming St. George Wastewater Treatment Facility, St. George, Utah Orange County Water Reclamation Plant 2, Orange County, California Monsanto Pesticides Cooperation, Muscatine, Iowa Dispersed Suspended Solids/Flocculated Suspended Solids (DSS/FSS) Testing to determine causes of poor clarifier effluent. Wastewater characterization studies to find nutrient deficiencies, influent toxicity, and calibrate process models. Stress testing to confirm the capacity of unit processes and calibrate process models. Microbiological analysis to confirm the results of the previous tests and provide additional evidence into the cause of poor wastewater facility performance. Wastewater Facility Process Modeling Modeling Engineer. Developed computerized mass balance calculations and process models for sizing, re-rating, evaluating, operating, and optimizing wastewater treatment facilities. Wastewater Treatment Evaluation, North Bergen, New Jersey Process Engineer. Evaluated alternatives for wastewater treatment/disposal including construction of a new treatment facility and construction of a large force main and pump station under Newark Bay for treatment at a large centralized treatment facility. Process analysis, cost estimating, and cost analysis supported the Citys decision that cost of the construction of the pump station and force main was prohibitive compared to constructing the new facility. Wastewater Treatment Facility Feasibility Analysis, West New York, New Jersey Process Engineer. Evaluated the addition of a complete advanced wastewater treatment facility required to meet the 85% BOD and TSS removal requirements under the Clean Water Act for an extremely dilute wastewater. The cost analysis determined that the cost of the additional treatment was extremely expensive but provided marginal additional treatment and justified an Environmental Protection Agency exemption to the National Pollutant Discharge Elimination System 85% removal requirement. J~-~~ (ONE COMPANY J` ~ Many Solutions" Donald L. Safrit, PE Water Conservation & Reuse " ~~ Mr. Safrit has 20 years experience in water quality engineering. His experience -~ includes 13 years with the North Carolina Division of Water Quality where he developed the effluent reuse rules for the state of North Carolina. In his role as ' Assistant Chief for the Division of Water Quality, he gained extensive experience in - NPDES and Non-Discharge permitting matters relating to wastewater treatment, ~s~ collection, and disposal/utilization. Mr. Safrit also has 4 years experience with real estate development in the sensitive coastal environment of southeastern North Carolina. Mr. Safrit served as Vice President for Horizontal Development and was responsible for all infrastructure issues associated with a signinficant development company in the area. With HDR, Mr. Safrit has continued his active involvemt with reuse and is involved with several reuse projects including Brunswick County, the City EDUCATION of Raleigh, Union County and the Greenville Utilities Commission. Mr. Safrit will serve 1984, B.S., Chemical as NPDES permitting expert and wastewater reuse specialist, ensuring successful Engineering, North Carolina completion of permitting requirements and the selection of most appropriate reuse State University option. PROFESSIONAL REGISTRATIONS PROJECT EXPERIENCE 1990, Professional Engineer, North Carolina, #16400 WASTEWATER REUSE 2002, Professional Engineer, South Carolina, #22246 Southwest Brunswick Service Area Conceptual Wastewater Plan for Brunswick RAM-WSM Certification COUnty, North Carolina Development of a Conceptual Plan to assess wastewater management options for PROFESSIONAL the Southwest Portion of the County (Sunset Beach, Ocean Isle Beach, and Highway MEMBERSHIPS 17 areas). Plan focused on reclaimed water options since surface water discharges Water Environment Association -Former Reuse are impractical. Committee Chair &Vice-Chair, North Carolina Section 2005 Comprehensive Wastewater Master Plan for Brunswick County, North Water Environment Research CarOllrla Foundation (WERE) -Project Development of a County-wide Wastewater Master Plan to address wastewater Selection Committee infrastructure needs through 2020. Includes regional collection, treatment and wateReuse association - disposal/utilization systems and preliminary cost estimates for the needed Regulatory Committee improvements. American Water Works Association Water and Sewer Infrastructure Master Plan, City of North Myrtle Beach, Myrtle Beach, South Carolina Project Manager for the development of a Water and Sewer Infrastructure Master Plan that incorporated a link between the City's Geographical Information System (GIS) Land Use Data and WaterCAD / SewerCAD models for assessment of existing infrastructure and predictive tool for future resource demands. J~~~ I ONE COMPANY Many Solutions'" Donald L. Safrit, PE Water Conservation & Reuse WATER REUSE > Mr. was responsible for coordinated development of comprehensive rules to address the use of reclaimed water in North Carolina. Reclaimed water rules were developed based upon coordination and discussion with regulated community (municipal, industrial, and private sectors), consulting engineering community and public health interests (Division of Epidemiology and Division of Environmental Health). > Developed internal policies and implementation guidance documents to facilitate reuse projects in North Carolina Land application system serving the Brunswick County Government Complex, Bolivia, North Carolina Design and non-discharge permitting associated with facultative lagoon treatment system and conventional slow rate irrigation system. Upgrade of existing system to accommodate increased hydraulics and permit compliance matters. Program Management and Engineering for Brunswick County, North Carolina The County is developing acounty-wide regional wastewater collection, treatment and reclaimed water distribution system to serve one of North Carolina's most rapidly growing counties. System includes several large regional wastewater pump stations, associated regional forcemains, a 3.0 mgd water reclamation facility, reclaimed water storage facilities and reclaimed water application sites. Utilization includes three privately owned resort style golf courses and a County owned 1,000 acre silvicultural operation. Reclaimed Water Satellite System Preliminary Feasibility Report, City of Wilmington, Wilmington, North Carolina Development of a Feasibility Report to assess a Satellite Reclaimed Water system using a Membrane Bioreactor System (MBR) to intercept municipal wastewater and treat to reclaimed water standards for irrigation use at the City's Municipal Golf Course. Reclaimed Water Irrigation System, City of Raleigh, Raleigh, North Carolina Design and non-discharge permitting for expansion of spray irrigation system at Neuse River Water Reclamation Facility. Project includes first phase of project to irrigate approximately 130 acres of 700 acre facility. Project objective is to provide optimum hydraulic needs to maximize agronomic yield of biosolids program. Requires careful balance of nutrient management and hydraulic loadings. Irrigation system will be a large gun solid set system with radio and SCADA controls. Reclaimed Water Irrigation System, Greenville Utilities Commission (GUC), Greenville, North Carolina ~[ T~~ I ONE COMPANY Many Solutions'" Donald L. Safrit, PE Water Conservation & Reuse Preliminary design and appropriate funding applications for a spray irrigation system at the Tar River Water Reclamation Facility. Project includes irrigation of approximately 400 acres. Project objective is to optimize hydraulic and nutrient loadings to maximize agronomic yield of land application program with emphasis on low maintenance approaches. Requires careful balance of nutrient management and hydraulic loadings. Analysis of Irrigation system will include both application alternatives (solid set, center pivot and drip irrigation) and crop alternatives (silvicultural, landscape materials, sod and pasture grasses). • NPDES Mr. Safrit managed North Carolina statewide permitting and water quality assessment programs for wastewater treatment and disposal systems (NPDES and Non-Discharge) under the jurisdiction of the Environmental Management Commission. In doing so, Mr. Safrit provided engineering associated with wastewater treatment and disposal systems including domestic, industrial, and municipal facilities, Provided technical support relating to wastewater permitting and water quality management to Water Quality staff, consulting engineers, and municipal and industrial community regarding treatment facility design, statutes, rules, and regulations of the State and Federal government, and coordinated issues affecting water quality program with various legislative study groups, legislators, and other State and Federal agencies. NPDES Phase II Stormwater Management Program for Brunswick County, North Carolina Development of the county-wide stormwater management program to satisfy the NPDES Phase II Stormwater requirements administered by the North Carolina Division of Water Quality. EPA AND OTHER STATE PROGRAMS As Assistant Chief for Division of Water Quality, was responsible for attending and participating in many EPA Region IVsemi-annual program meetings. Meetings were held throughout the Southeast (Region IV territory) and often hosted by various individual states. Mr. Safrit is familiar with many state water directors and associated staffs, and with EPA Region IV staff. ONE COMPANY ® ~ra~y sntutlant'" Donald L. Safrit, PE Water Conservation & Reuse NPDES PERMITTING > Coordinated all NPDES Permit Adjudications for the Division of Water Quality > Met with regulated entities and their attorneys and coordinated resolution of disputes > Worked closely with Attorney General's Office to ensure proper procedural processes. 1LT"1~ I ONE COMPANY J Many SOluttOnS'" Kevin Mosteller, PE WWTP Solids Handling and Permitting ~~ ~~ EDUCATION 1990, B.S., Civil Engineering, Georgia Institute of Technology 1994, MBA (Coursework) University of North Carolina at Charlotte PROFESSIONAL REGISTRATIONS 1995, Professional Engineer, North Carolina, #20708 Mr. Mosteller's experience is dedicated to the planning, design, and construction of water and wastewater treatment, distribution, and collection facilities. These projects have included water and wastewater treatment facilities for municipal and industrial clients. Mr. Mosteller's project experience includes the preparation of technical reports, feasibility studies, permitting, engineering drawings, specifications, and contract documents. His responsibilities have also included hydraulic analyses, construction cost estimates, quality control, and design/build projects. PROTECT EXPERIENCE Water Supply Study, Davidson County, North Carolina Developed along-term water supply plan, focusing on the current and future raw water sources, treatment, and service areas for Davidson County. Development of a Water System Master Plan for Caldwell County, North Carolina The Master Plan included an analysis of existing water distribution facilities, population projections, future water requirements, hydraulic modeling, and short- and long-term planning recommendations. Phase II Water Supply Study, Davidson County, North Carolina The product of this phase of the project was the development of a long-term water supply plan that considers all county purveyors and that has sufficient details of yield, reliability, costs, and indirect impacts to guide the long-term planning of the county and the purveyors. Catawba Wateree Water Supply Study, Duke Power HDR was selected to compile and analyze the available data concerning current and future withdrawals and discharges in the Catawba-Wateree basin, examine and quantify the impacts of the 1998-2002 drought, and estimate the safe yield for water supplies for along-term planning period (50 years). Future efforts beyond the initial phase of the study will include basin-wide water supply planning and the development of a drought management structure. • Water System Optimization and Competitive Assessment Project, Brunswick County, North Carolina Operations Specialist. This project's focus was to evaluate the opportunities available within the Brunswick County Water System for 0&M cost savings. The project included • a benchmarking analysis of the water system's current level of costs and services with • those which may be expected by private industry or through competitive public operations. Responsibilities included site operations and cost evaluations, benchmarking, optimization strategy identification and evaluation, and identification • of key management and organizational issues that impact operating efficiencies. ~~.. ONE COMPANY I Many Solt[tions$" Kevin Mosteller, PE WWTP Solids Handling and Permitting Wastewater Master Plan, Davidson County, North Carolina Project Manager. Prepared a Wastewater Master Plan (Master Plan) for the County to determine the most cost-effective, environmentally sound, and implementable wastewater collection and treatment system for the parties. 201 Facilities Plan for Davidson County and the City of Lexington, Lexington, North Carolina This project included development of long-term wastewater management strategies for the unincorporated areas of Davidson County. The project was completed in the traditional 201 Facilities Plan format. Wastewater Treatment System Optimization Project, CMUD, Charlotte, North Carolina ~~ Project Manager. Faced with a competition plan which was designed to have CMUD staff bid against private water and wastewater operations firms, Mr. Mosteller led a team of HDR operations and management specialists on an optimization project to reduce total operations costs, approximately $2.4 million (20%), throughout the system. This project included process optimization, team building, and a focus on having public employees adopt private sector techniques in an effort to redefine local government services. Wastewater System Odor Control Study, City of Winston-Salem, Winston-Salem, North Carolina Project Manager. This project included an odor control study of the Archie Elledge WWTP, the Muddy Creek WWTP, and selected interceptor locations. The study included wet chemistry analysis, odor panel sampling and analysis, dispersion modeling, and odor control recommendations. Evaluation and Final Design of the Archie Elledge WWTP Step Feed Modification Project, City of Winston-Salem Utilities Division, Winston-Salem, North Carolina Project Manager. This project included conversion. of the plant's plug-flow aeration basins to a step-feed system with denitrification cells, Located at each step feed location. The project also included diffuser modifications for air balancing and activated sludge system modeling. Total construction costs were estimated at approximately $1 million. Design/Build Construction of the Hodgson Chemical Wastewater Pretreatment Facility, South Carolina The project included preliminary design, final design, and construction administration of pH neutralization, equalization, solvent separation, air stripping, and sequencing batch reactor (SBR) process units. 1C T"\~ I ONE COMPANY JJ["~~,~ Many Solutions'" Kevin Mosteller, PE WWTP Solids Handling and Permitting Design of the Henry Fork WWTP, Expansion and Upgrade Project, City of Hickory, Hickory, North Carolina Responsibilities on this project included final design drawings and technical specifications for the facilities required to convert the 6.0-mgd plant from rotating biological contactors to a 9.0-mgd biological nutrient removal (BNR) plant using the University of Cape Town BNR process. Project responsibilities included design of the anaerobic/anoxic/aeration process basins, aeration system, recycle pumping facilities, chemical feed facilities, and secondary clarifiers. Energy Audit for the Orange Water and Sewer Authority's (OWASA) Cane Creek and University Lake Raw Water Pumping Stations This project included an evaluation of the energy usage at OWASA's two raw water pumping stations. The energy audit identified a number of optimization strategies designated for implementation and/or piloting to achieve cost savings for OWASA. J~~~ I ONE COMPANY J ~, Many Solutions'" Christopher M. Haney Senior Project Manager EDUCATION 1997, BS, Civil Engineering, Georgia Institute of Technology PROFESSIONAL REGISTRATIONS Professional Engineer, Florida, No. 61439, 2005 Professional Engineer, Georgia, No. 28406, 2003 PROFESSIONAL AFFILIATIONS American Society of Civil Engineers (ASCE), Member American Water Works Association, Concrete Pressure Pipe Committee American Water Works Association, Member National Society of Professional Engineers (NSPE), Member Water Environment Federation, Member Water Environment Federation, Florida Chapter, Member Water Pollution Control Association (WPCA), Georgia Chapter, Member Mr. Haney is a consulting engineer and project manager in the areas of potable water, wastewater, and stormwater infrastructure design, treatment, system planning and management. His eight years of engineering design, project management, and construction administration experience enables him to deliver projects from cradle to grave with exceptional adherence to project scheduling, cost control, and quality assurance. His education and technical focus includes environmental system design, water quality and treatment, hydrology and hydraulics, environmental regulatory compliance, and construction administration including construction management and design build. He is adept in producing technical documents including: basis of design reports, hydrological analysis, preliminary engineering reports, due diligence reports, evaluations and feasibility studies, and engineers opinions of cost. He is highly proficient in the use of Microstation, Autocad, Terramodel, ProjectWise, ArcGIS, Primavera P3, Prolog Manager, and MS Project. His modeling experience includes WaterCAD, EPANET, Hydraflow Hydragraphs and Storm Sewers, Inroads, Storm and Sanitary SelectCAD, and SWMM. PR0IECT EXPERIENCE City of Altamonte Springs, Continuing Civil Design Services, Altamonte Springs, Florida Senior Sanitary Engineer. Wastewater master plan update on the Citys primary sewerage conveyance system to prepare the City for upcoming CMOM and GASB34 compliance. The system consists of 73 public lift stations, force mains, and interceptors leading to 12.5 MGD Citys regional water reclamation facility. Team performed inventory of primary sewerage conveyance system, flow metering studies, identification of capacity limitations and vulnerabilities through the use of MOUSE modeling, emergency bypass/response plans. George F Young, Utilities Coordination, FDOT District 7, sub to George F. Young. Gilbert Southern Corp (A Kiewit Company), SR 25 -Okeechobee Road Design-Build with Gilbert Southern Corp, Florida 16 MGD submersible pumping station, control building, and 30-inch diameter force main design build project: The design included three 5500 gpm / 85 hp submersible pumps and motors in a 40 foot deep wet well with redundant submersible pressure transducers for level control. Pump control and generator buildings house the redundant pump controls, electrical gear, SCADA with Motorolla MOSCAD RTU and HMI capabilities, and a 300 kW generator and 1,500 gal aboveground double walled fuel tank for stand-by auxiliary power. • Pinellas County, Pump Station 163 Force Main Replacement, Phase I, Anclote, Florida Project Engineer. Provided final construction contract administration for the • construction of approximately 5,200 LF of 24-inch restrained joint PVC force main to • replace an existing force main. Responsibilities included: administration, processing of RFIs, RCOs, supplemental drawings, payment requests, and shop drawings along . with construction monitoring and final certification with record drawings. • ONE COMPANY ~ ,~~~~. ~ Many SolutionsBN Christopher M. Haney Senior Project Manager Behar Ybarra & Associates, Cerrillos Filtration Plant, Puerto Rico Quality Assurance Engineer. Provide quality assurance review of the hydraulic design calculations for the unit processes, piping, and appurtenances of the 10 MGD (expandable to 20 MGD) Actiflo water treatment plant. Performed preliminary hydraulic analysis of Lake Cerrillos 36-inch discharge line that supplied raw water to the new plant. Performed preliminary evaluation, design calculations, and layout for offsite raw water pumping station. NON-HDR PROJECT EXPERIENCE Asset Management Due Diligence for City of Sarasota Utility System, Florida Governmental Utilities Authority, Sarasota, Florida Project Engineer. Performed due diligence and reported on two advanced wastewater treatment facilities. Met with operators and toured plants to discuss efficiencies, deficiencies and performance. Compiled costs for present and future needs and maintenance for the plants. Prepared and delivered all findings in a report with recommendations on renewals and replacements plan as well as 5-year capital improvements plan. • Mud Creek Sanitary Sewer Line Replacement Study, Hall County, Georgia Project Engineer. Due diligence report to consider appropriate technology for new sewer line replacement of 1,250 LF of in trench vs. trenchless of sanitary sewer line • leading to the Flowery Branch WWTP. Line was to be upsized to accommodate increased flows to plant. Developed and reported preliminary design comparisons and costs to client. Responsibilities included site investigation, and preliminary • design and estimations of probable cost for replacement system. Water System Evaluation and Model Development, Water and Sewerage Authority, Walton County, Georgia Project Engineer. Assisted with the network development of the Countys hydraulic water model using EPANET for engineering evaluations and provided information on system deficiencies. The network was calibrated using pressure and flow metering devices throughout the County and monitored with SCADA technology. Resulted in the planning of new water storage and distribution projects including elevated water storage tanks, booster pumping stations, and transmission mains. Responsible for the network development, calibration, and administration of the model for the Walton County Water and Sewerage Authority. Worked directly inside the WCWSA on a regular basis and was responsible for assisting employees in their training on how to use the model to better understand their system. 1C ~"1~ I ONE COMPANY Many Solutions'" Richard Voorhees, PE Orlando Water Section Manager . Rich Voorhees, PE, DEE has over 32 years of experience and is highly qualified in the ,~ planning, design, construction, start-up and operation of water and wastewater treatment and pumping facilities. Prior to joining HDR, Mr. Voorhees was a senior ~« ~. = project and design manager for several large, national and regional engineering ~_ ~ consultants. He is a Board Certified Environmental Engineer and is recognized in ~'i Florida as a technology leader in water and wastewater treatment, especially biological nutrient. Mr. Voorhees has been the project or design manager for the design and construction of several multi-million dollar water and wastewater facility projects and • - has previous experience as a general contractor for water and wastewater facility construction. With this experience, he has been assigned the construction EDUCATION administration of large and difficult projects requiring contract resolution between • 1974, MS, Environmental the owner and the contractor. Mr. Voorhees also worked for a large private utility in Engineering, Auburn Florida and was responsible for the administration of the entire engineering and • University, 1974 construction program for the utilitys water and wastewater facilities. • 1973, BS, Civil Engineering, Auburn University, 1973 PROJECT EXPERIENCE PROFESSIONAL Brevard County, South Central Regional Wastewater Treatment Plant • REGISTRATIONS Improvements, Brevard County, Florida . Professional Engineer, Project Manager for the Brevard County, South Central Regional 3.5 MGD advanced Florida, No. 98-20040, 2005 secondary wastewater treatment plant. This project included mechanical screening Diplomate of Environmental and vortex type grit removal equipment, Carrousel type activated sludge treatment, Engineering, Florida, No. 98- seconda clarification, effluent filtration, chlorine disinfection and effluent um in . 20040 ry p p g~ aerated sludge holding and belt press sludge dewatering, and an operations, • PROFESSIONAL AFFILIATIONS maintenance, laboratory and locker room building. • American Water Works City of New Smyrna Beach, Florida wastewater treatment plant new design. Association, Member, 2006 i chi Epsilon, National Civil City of Winter Haven Florida, Private Utility Evaluation, Winter Haven, Florida . Engineering Honor Society, The work performed by Mr. Voorhees included evaluating a 2.0 MGD wastewater Member, 1972-Present treatment plant and six water pumping and treatment facilities. The work also . American society of Civil ..included water distribution flow and pressure field measurements and analysis, a Engineers (ASCE), Member, • 1973-2005 potable water blending analysis, and a potable water corrosion analysis of the utility • Water Environment to be acquired. Federation, Member, 1976- • 2005 General Wastewater Projects Florida Engineering Society, Assistant Project Engineer • Member, 1984-2005 November 1975 TO May 1977 • National Society of Preparation of several conceptual designs, construction cost estimates, cost- Professional Engineers effectiveness analysis, user charges and engineering reports for several wastewater • (NSPE), Member, 1984-2005 collection, conveyance, and treatment facilities to be constructed under the authority . of PL 92-500 and the EPA Construction Grants Program. Preparation of several infiltration/inflow reports and sewer system evaluation survey reports required by EPA to determine construction requirements for sewer system rehabilitation. Major Water and Wastewater Treatment Plants Vice President, Engineering and Construction J~~~ I ONE COMPANY J[ ~ Many Solutions°" • Richard Voorhees, PE Orlando Water Section Manager September 1981 to March 1988 . Administered the entire engineering and construction program for an investor-owned water and wastewater utility with an annual engineering and construction budget of • $10 to $15 million. Administered and coordinated outside engineering consultants and general contractors for water and wastewater projects including: development of project scope and conceptual design; review, comment, and approval of preliminary • engineering reports and final engineering designs and specifications; responsibility • for construction inspection, approval of pay requests, and authority to resolve construction claims and conflicts. Prepared standard company details and specifications for water and sewer construction and wastewater pumping station • construction. Prepared contract documents for company water supply wells, well pump and motor installations, wastewater pumping station renovations, and various . water supply line and wastewater force main extensions. Prepared plans and specifications for water and wastewater plant construction change orders. Prepared state and county permits for the construction of water and wastewater systems. Major projects included seven water treatment plants ranging in size from 0.25 MGD • to 9.0 MGD, four wastewater treatment plants ranging. in size from 0.125 MGD to 5.0 MGD and over 25 miles of major water and wastewater mains. • Water Treatment Replacement Design Miami-Dade Water and Sewer Department, Miami, Florida Project Manager for the evaluation of alternatives and cost-effectiveness analysis for • the repair or replacement of (16) sixteen, 105-foot diameter anaerobic digester covers and evaluation of dust abatement strategies for compost sludge processing and handling facilities located at the Central Wastewater Treatment Facility for the • Miami-Dade Water and Sewer Department, Miami, Florida. 0&M wastewater treatment facilities. Project Engineer. May 1977 to May 1978. Responsible for the preparation and operation and maintenance manuals for . wastewater treatment facilities constructed under the EPA Construction Grants Program. Design, construction cost estimating, and design review of wastewater treatment and conveyance facilities to be constructed. Other duties included: • consultant for wastewater treatability studies; operational evaluation of existing wastewater treatment plants; and assistance to operators of wastewater treatment plants. Acquisition Of A Private Utility Facilities Evaluation, Peachtree City, Georgia Senior Team Member. Senior Team Member for evaluation of facilities for acquisition of a private utility by the City of Peachtree City, Georgia, including capacity analysis of three wastewater treatment plants and also including determination of the effects of industrial wastes on biological treatment processes and recommendations for industrial pretreatment for the removal of metals discharged from metal plating processes. Advanced Secondary Wastewater Treatment Plant, Seminole County, Greenwood Lakes Project Manager for the Seminole County, Greenwood Lakes 3.0 MGD advanced J~~ ~ ONE COMPANY L ~® MQri~+ SOltLttOflSs" • Richard Voorhees, PE Orlando Water Section Manager • secondary wastewater treatment plant. This project included mechanical screening • and vortex type grit removal equipment, modification and refitting of an existing circular steel wastewater plant to provide 1.0 MGD of treatment capacity, Carrousel • type activated sludge treatment and clarification for 2.0 MGD of treatment capacity, • effluent filtration, chlorine disinfection and effluent pumping, aerated sludge holding and pumping, and an operations, laboratory and locker room building. Design And Construction Services Upgrades, Southport Wastewater Treatment Plant, City of Port St. Lucie, Florida Project Manager for design and construction services for upgrading and a 1.6 MGD expansion of the Southport Wastewater Treatment Plant for the City of Port St. Lucie, Florida, including new screening and vortex type grit removal facilities, a new aeration basin splitter box, a new 0.48 MG complete mixed aeration basin, a new clarifier splitter box, a new 62 foot diameter secondary clarifier, new return and waste activated sludge pumps, an additional reuse water high service pump, anew in-plant drainage/screen collection pumping station, a new lime storage/lime slurry system for sludge stabilization, a new effluent holding pond Hypalon liner system, a new emergency generator and diesel fuel storage tank and a new electrical/generator and diesel fuel storage tank and a new electrical/generator building. North Princeton Development Center and New Lisbon Developmental Center Advanced Wastewater Treatment Plant, State of New Jersey Project Manager for the State of New Jersey, North Princeton Development Center 0.4 MGD advanced wastewater treatment plant and New Lisbon Developmental Center 0.2 MGD advanced wastewater treatment plant. These two wastewater plants were constructed to serve flows generated by state institutional facilities with ultimate disposal by spray irrigation or surface water discharge. These projects included oxidation ditch treatment with brush type aerators and an intra-channel clarifier, designed for nitrification and partial denitrification, flocculation basins, alum feed facilities and clarification for phosphorus removal, denitrification filters, ultraviolet and chlorine disinfection, effluent pumping facilities, effluent holding ponds and spray irrigation facilities and sludge drying beds. Various Water And Sewer Construction Projects Vice President November 1980 to June 1981 Project supervision and administration of water and sewer construction projects. Construction cost estimating and bidding, design, and layout of sewers, determine correct construction techniques for specific job requirements. JL"~~~ I ONE COMPANY Many Solutionsg" Mike Condran, PE Tampa Water Section Manager ~ EDUCATION • 1989, MS, Civil Engineering, Colorado State University • 1983, BS, Geology & • Geophysics, University of Wisconsin Mr.Condran has over 18 years experience designing wastewater and water treatment plants, and collection and distribution systems. He has provided senior project management and consulting services for capacity evaluations of wastewater conveyance and treatment systems, and has developed facility-specific 0&M programs for treatment facilities. PRAJECT EXPERIENCE Regional Wastewater Treatment Plant, Design Criteria Development , Okaloosa County, Florida Managed the design criteria development for a new 10 MGD grass-roots wastewater treatment plant serving the Ft. Walton Beach area. Prepared detailed design documents related to wastewater treatment plant components, all engineering disciplines, and detailed construction and plant commissioning procedures. Coordinated with County personnel for the development of RFQ and RFP processes, and served as advisor to the County for the short-listing and selection of Design-Build firms. REGISTRATIONS: Regional Wastewater Treatment System Design, Construction, and 0&M Professional Engineer, Development, Puerto RICO Florida, #63187 Managed process & instrumentation and mechanical design for the grass-roots 9 Professional Engineer, North MGD advanced wastewater treatment. municipal plant. The project was completed as Carolina, #26102 - a joint venture Design-Build assignment. Plant components included mechanical Professional Engineer, screens and vortex grit removal systems, three discrete odor control systems, afive- Washington, #37155 stage biological nutrient removal treatment system with associated internal recycle Professional Engineer, systems, secondary clarification, effluent filtration, low-pressure UV disinfection, Colorado #30912 hypochlorite and alum chemical feed systems, plant-wide reclaimed water Professional Engineer, distribution system, post aeration, WAS storage and mixing systems, belt press solids Wyoming#8548 dewatering and lime/sludge stabilization, and an on-site maintenance and office/laboratory buildings. All major systems are monitored and remotely controlled using aPLC-based SCADA system, including telemetry for three new collection system pump stations. The design considered future expansion of treatment facilities to 18 MGD. Prepared treatment system 0&M Manual, supervised functional testing and operator training on all major equipment systems, and participated in plant commissioning activities. Vacuum Sewer Design Review and Capacity Verification, Key West, Florida . Conducted capacity evaluation of as-built conditions for a vacuum sewer system to serve 1,500 new EDUs on Stock Island as compared to contract requirements. ~' Prepared detailed findings and recommendations to Monroe County engineering • department and BOCC to resolve concerns for service connections to 19 large users. Evaluated new system to support additional service connections in un-sewered portions of the service area. Evaluated installed construction costs against contract • requirements in support of County financial investigation. ~[~~ ~ ONE COMPANY C `` Many Solutions'" Mike Condran, PE Tampa Water Section Manager Boqueron Wastewater Treatment System Design, Cabo Rojo, Puerto Rico Managed process & instrumentation and mechanical design for the grass-roots 5.1 MGD advanced wastewater treatment. Treatment plant components included mechanical screens, grit removal systems, a Sequencing Batch Reactor biological treatment process, effluent filtration, low-pressure UV disinfection, alum feed system, chlorine gas storage and feed system, and reclaimed water delivery to a nearby golf course development. Plant instrumentation included automation for all major plant processes using aPLC-based SCADA system. Responsible for coordination with the Owner's Engineer to prepare and submit construction bid documents. Wastewater Treatment Plant Repair and Rehabilitation, USVI. Designed and implemented modifications to a sanitary wastewater treatment plant for a large resort hotel complex in St. Thomas. Conducted detailed inspection of the wastewater collection, conveyance, and treatment system components. Developed specific repair and rehabilitation recommendations to improve plant performance to address NDPES permit compliance. Water System Capacity, and Repair and Rehabilitation Evaluation, South Carolina Managed a capacity evaluation of the process and potable water pumping and delivery system for the US Department of Energy Savannah River Site in Aiken. Evaluation included the existing river intake structure, 20,000 gpm pump station, and 12,000 LF of 78-inch water supply pipeline with respect to future water demands at the facility. Prepared opinion of probable cost for various upgrade alternatives, and provided recommendations for system modifications. Storm Sewer Capacity, and Repair and Rehabilitation Evaluation, North Carolina Managed review of an existing force main and gravity storm sewer collection system for town of Carolina Beach to mitigate coastal flooding events. Completed hydraulic capacity analysis of the force main system, and selected replacement pumping equipment to improve existing pumping capacity. Completed a visual inspection of the gravity storm sewer and ocean outfall structure. Provided recommendations to improve the gravity drainage during high-flow events. Wastewater Collection and Treatment System 0&M Program Development, Saipan Island Managed 0&M program development for the Commonwealth Utilities Corporation Wastewater Division for island-wide collection and treatment systems. Provided technical support in establishing a comprehensive program to evaluate ongoing 0&M practices, recommend new procedures to improve existing program, procured and implemented hardware and software system for entire wastewater utility department, and conducted comprehensive 2-week on-site personnel training program. Manenggon Hills Municipal Wastewater and Water Treatment Plants Process engineering design team fora 3 MGD municipal wastewater treatment plant, and a 3 MGD potable water treatment plant at the Manenggon Hills golf resort project in Guam, Mariana Islands. Wastewater treatment design included sequencing batch reactors and aerobic sludge stabilization. Potable water treatment design ONE COMPANY ]~~ Many Solutions'" Mike Condran, PE Tampa Water Section Manager included continuous-backwashing upflow rapid sand filters. Prepared mass balance design calculations and technical equipment and process specifications for the construction bid package. Sadog Tasi Municipal Wastewater Treatment Plant, Saipan Island Completed design review of and managed troubleshooting services for a dissolved oxygen delivery system at the 4.5 MGD wastewater treatment plant in Saipan. Conducted detailed analysis of initial multi-stage centrifugal blower system design, blower performance data, and procurement documentation to resolve issues related to surge failures with original blower equipment. Prepared system modifications for the plant blower system, coordinated equipment procurement, shipping to the remote site location, installation, equipment commissioning, and training to operations personnel. Municipal Wastewater System Capacity and Planning Evaluation, Slovakia Managed a detailed engineering review of 12 municipal wastewater collection and treatment systems in the Slovak Republic on behalf of USAID. Conducted on-site inspections of existing system components, as well as proposed locations for siting new projects. Evaluated specific needs for system repair and rehabilitation and/or upgrades, including engineering cost analysis of each proposed project. Compiled and analyzed all project-specific engineering and financial data, and prepared a detailed planning and recommendations report in support of country-wide CIP development by USAID. Municipal Wastewater Treatment Planning and Analysis, Slovakia Prepared engineering feasibility study for a combined municipal/industrial wastewater treatment system for the town of Sladkovicovo on behalf of USAID and Slovak Environment Ministry. Developed system process and instrumentation approach, major equipment list, engineers opinion of probable cost, and a project financial analysis including a debt servicing analysis for the town utility in conjunction with private investment requirements by industrial discharger. Sanitary Wastewater Engineering and Financial Review, Colorado Evaluated existing operations for the sanitary wastewater collection and treatment system at the U.S. Army's Fitzsimmons Base in Denver. Prepared detailed engineering and financial review of all system components, and developed and evaluated multiple options for maintaining the existing wastewater system for continued use as compared to plant decommissioning, and connection to the regional wastewater facility. Prepared present-worth cost/benefit analysis in support of recommendations for system operations. Municipal Wastewater Treatment System, Saipan Island Conducted plant commissioning and developed a comprehensive plant 0&M manual for Agingan Point facility personnel at the new 3 MGD wastewater treatment plant. Performed multiple operator training assignments related to plant 0&M activities following plant start up. Process design team member for the project, including ~E~~ ~ ONE COMPANY `` Many Solutions"' Mike Condran, PE Tampa Water Section Manager extended construction support assignnsive ments over 13 months as part of the Design-Build contract requirements. Wastewater Treatment Plant Operations Evaluation, Idaho Managed engineering evaluation of existing operations for two, 0.5 MGD secondary wastewater treatment plants for City of Fruitland. Developed detailed recommendations for enhancing 0&M procedures, and proposed plant modifications to eliminate ongoing NPDES permit violations, and which minimized proposed capital and 0&M costs. Recommendations used to support approval for a new city bonding issue. Water System Hydraulic Analysis, North Carolina Hydraulic analysis of a potable water distribution system operations for the University of NC -Charlotte campus. Performed system-wide field data collection for use in developing and calibrating the hydraulic model. Provided an evaluation of selected system improvements with respect to system capital and 0&M costs. Process Engineering Review and Conceptual Design, Buenos Aires, Argentina Managed activities for 125,000 gpd industrial wastewater treatment plant at an automotive radiator manufacturing facility. Performed facility wastewater and metal loading mass balances, identified treated water reuse opportunities, evaluated existing wastewater system, and prepared wastewater treatment system design modification recommendations. Design included automated pH control, precipitation, filtration, and sludge handling and disposal to meet local regulatory standards for effluent discharge and solid waste disposition in the Buenos Aires Province. Process Engineering Design Review, Mexico City Managed activities fora 20,000 gpd combined industrial and sanitary wastewater treatment plant for an American auto maker manufacturing facility. Industrial wastewater design included pH control for organic phase separation, oil/water separation, and chemical precipitation and settling. Sanitary wastewater design included a sequencing batch reactor, effluent disinfection for reuse in a plant gray- water plumbing system and landscape irrigation, and sand beds for sludge drying and thickening prior to disposal. ~~~ I ONE COMPANY ~ Many Solutions'" Errol R. Bos Program Manager -Asset Management Milwaukee School of Engineering, Engineering Coursework, Milwaukee, WI AWARDS 1997, Consulting Engineers Council of IL Special Achievement Award 2001, APWA Honor Award Innovative Planning PRESENTATIONS 2005 Puerto Rico WE&A Conference Ponce, PR "Comprehensive Master Planning for Wastewater Utilities" 2003 Virginia GIS Conference Richmond, VA "Introduction to Asset Management Practices and Principles" • 1998 National Association OF Regulated Utility Commissioners Conference Orlando, FL "The Role of GIS • in Utility Operations & Maintenance" 1995 AM/FM Conference • XVIII, Baltimore, MD "Project Management Issues in a ~ Design Build Environment" PROFESSIONAL MEMBERSHIPS Water Environment Federation Florida WEA Mr. Bos joined HDR in 2005 as a Program Manager within HDR's Management And Planning Services (MAPS) Group. His primary responsibilities include providing CMOM program planning and organizational consulting services as well as managing projects and tasks related to the implementation of asset management centric business improvement programs and systems. Mr. Bos has over 30 years of local government and water/wastewater consulting experience. For over 20 years of his career Mr. Bos has concentrated on working with clients to plan and implement business process improvement and technology solutions to address the increasing regulatory, cost management and service delivery demands placed water and wastewater utilities and local governments. He is a seasoned project manager and management consultant who has assisted numerous clients implement enterprise level geographic information and asset management programs and systems. PROJECT EXPERIENCE HDR EXPERIENCE City of San Diego Metropolitan Wastewater Department (MWWD) Asset Management Practices & Tools Enhancement ,San Diego, California HDR has since 2001 been providing program management to assist MWWD comply with EPA regulations and optimize its service delivery processes. Services HDR has provided MWWD include development and implementation of an SS0 plan, preparation of comprehensive wastewater collection system plans, development of site specific emergency response plans, sewer system modeling, planning and implementation of sewer inspection program, capacity & condition assessments, sewer rehabilitation and replacement programing . HDR is providing MWWD with related management consulting services including organizational & operations assessments, development of implementation of 0&M SOP's. As a result of our services and the commitment of MWWD management and staff The MWWD is considered by EPA to be the first wastewater utility to have implemented all essential components of the proposed CMOM regulation. Currently HDR is working with MWWD to replace and integrate existing sewer cleaning & inspection, construction & maintenance scheduling, food oil & grease inspection, and CCTV inspection tools. The integrated tools will also interface with MWWD's CMMS, FIS, GIS, and CIS to meet MWWD's overall Asset Management program objectives. Mr. Bos is serving as the technical advisor for this element of HDR's ongoing work for MWWD. ~[.~~ ~ ONE COMPANY C ~ Many Solutionsa" EDUCATION Errol R. Bos Program Manager -Asset Management NON HDR EXPERIENCE Woolpert LLP, Portsmouth, Virginia, 2002-2004, Senior Consultant • Directed implementation of a geographic information system (GIS) based work order/asset management system for the City of Newport News Department of Public Works which is responsible for the operations and maintenance of the city's transportation, water and wastewater, and storm water infrastructure. Project scope included: • Deployment of a unified call canter for the City of Newport News. • Facilitation of a workflow assessment and optimization program to address the organizational structure, workflow impact and staff apprehension associated with system deployment. • Development of data sharing, maintenance, and coordination protocols and practices with the Department of Engineering which maintains the City's GIS. Camp Dresser & McKee, Inc, Chicago, IL & Jacksonville, FL, 1991-2002 Senior Consultant/IMS Group Manager Member of the firm's Information Management Services (IMS) group's leadership team. Primary responsibilities included development and execution of business strategies, cultivation of alliance partner relationships and directing the completion enterprise level GIS and Asset Management strategic planning and implementation contracts. Mr. Bos' project experience while with CDM includes: • Project Director for the development of a Strategic Implementation Plan and Systems Architecture for an Enterprise GIS and Asset Management System for the City of Cleveland, OH. . Project Director for the Development of Strategic Systems and Business Process Improvement Plan for the City of Philadelphia, Department of Water. • Served as Technical Advisor for the development of an infrastructure and leasehold management system for Detroit Metro Airport. • Project Director for the development of a Water Rights database to assist the State of New Mexico in determining and adjudicating water rights within several river basins. • Interim IT Manager for East Orange, NJ Water Commission. During tenure as interim IT Manager directed the deployment of an integrated customer information/billing, inventory management, work order, and financial system. He also facilitated the transfer of IT operations and management back to Commission staff after 8 years of outsourced operation. • Managed the completion of a Strategic Plan and the Implementation of a water and wastewater GIS based Infrastructure Management and Capital Project Coordination System for JEA (formerly known as the Jacksonville Electric Authority). Project received the AWWA Honor Award for Innovative Planning in 2001. • Project manager for implementation of a City-Wide Capital Project Planning, Coordination, Decision Support and Infrastructure Management System for the ~~ ~ ONE COMPANY Many Solutions`" Errol R. Bos Program Manager -Asset Management City of Chicago. Project received Consulting Engineers Council of Illinois Special Achievement Award in 1997. Ferguson Cartotech, San Antonio, TX, 1989-1991 Group Manager As Group Manager Mr. Bos was responsible for the day-to-day operation and performance of the local government/utility technical services group. Clients included: • South Central Connecticut Regional Water Authority • Clark County, NV Property Appraisers Office • San Diego Data Processing Corporation . Pacific Bell QC DATA, Denver, CO, 1987-1989 Branch Manager Served as Branch Manger responsible for the day to day operation and overall service delivery performance of a 180+ person office for this Canadian Based technical services company. Clients served included: • Mobil Oil -preparation of subsurface and seismic maps to support on and off shore exploration efforts • Cabot Oil & Gas -development of GIS based Leasehold Management System • Public Service Corporation of Colorado -power distribution records mapping and field inventory. • City of Boulder Colorado -transportation and wastewater infrastructure mapping and management system Donohue & Associates - Intelligraphics, Milwaukee, WI, 1973-1987 Technical Services Manager Mr. Bos began his career as a designer and field operations manager. During this period he participated in numerous water wastewater design projects and conducted/managed numerous I/I & SSES and CCTV inspection programs. He was promoted to increasing responsible positions in recognition of ability to lead and mentor staff as well as apply his experience in emerging service areas including GIS and facilities management. Career highlights include the following. • Management of I/I SSES field date collection programs for Des Moines, IA Beloit WI, and Marshfield, WI • Managed an aerial photography and mapping program to develop GIS base maps fora 65,000 square mile geographic area serviced by Bell South • Led the firm's efforts to develop an AM/FM/GIS services group. Clients included; The Salt River Project, Bell South, Central Telephone of NV & FL, COMGAS of MA, South Central Connecticut Regional Water Authority. 1C~• ~. ~ ONE COMPANY JC Many Solutions'" Professional Engineering Services Sewer Master Plan ~__; :~: ±~ y , 1 1 1 1 1 Lll ~[ VV-1 Dyer, Riddle, Mills & Precourt, Inc. 3611 St. Johns Bluff Road South, Suite 14 Jacksonville, Florida 32224 904.493.6500 ENGINEEflS • SUSVEVGflS • PLANNEpS • SCIENTIfiTS i ~ ~ ;` ~`~ ~ City ofAtlantic Beach, Florida ~~~'~ ~~o,n~ „ ; , o P,~,,,,... ,E~„r, Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 Table of Contents Letter of Transmittal Firm's Professional Qualifications & Project Team Section 1 Introduction to the Firms Organizational Chart Team Member Qualifications Past Record of Professional Accomplishments Section 2 Project Approach Section 3 Staff Availability & Capability to Meet Deadlines Section 4 Staff Availability Project Schedule Financial Responsibility & Insurance Section 5 Financial Statement Certificate of Insurance Proximity Section 6 Cost Section 7 05-0720.OMK CC ,... City of Aflantic Beach, Florida ' C3F~ iG1N4G„ s w.,ow..a....~ fC4M1T1 Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 Firm's Professional Qualifications & Project Team 1 Introduction to the Firms Dyer, Riddle, Mills & Precourt, Inc. (DRMP) DRMP is a 28-year-old, multi-discipline firm serving clients in the public, private and industrial sectors in the development of infrastructure for the built environment. We currently employ over 380 professionals in 13 office locations spread strategically across our service area. f1 t As a leader in our industry, we understand that developing infrastructure in today's market requires a collaborative approach amongst many disciplines to provide the necessary solutions that can be adapted for future growth. Therefore, DRMP provides afull-range of services that includes: Transportation Land Development Structural Planning Water Distribution and Treatment Wastewater Collection and Treatment Survey and Mapping Construction Engineering Inspection Ecological Water Resources Our staff is capable of managing a project from the early planning stages through design and into construction administration. Founded on a standard of excellence, our growth and success is based on our commitment to tailor our multi-discipline services to effectively develop quality design solutions that are cost effective and delivered within the agreed upon timeframe. Today, DRMP is ranked among Engineering News-Record's `Top 500 Design Firms" in the United States. Simes &Rosch, P.A., Consulting Engineers ,~-. Mmes &Rosch, P.A. is a consulting engineering firm specializing in the analysis, design and specification of mechanical, electrical and plumbing systems in industrial, commercial and institutional facilities: -The firm was established in 1999 by two senior design engineers who recognized a shortage of quality engineering firms in Northeast Florida. Now in their seventh year, they have developed a broad client base including local municipalities, architects, and design-build contractors. The firm's two principals, David Simes, P.E. and Scott Rosch, P.E., have nearly 40 years of cumulative engineering experience. Both engineers are registered in multiple states and are members of professional societies such ASHRAE, ASPE and IEEE. The principals of Simes &Rosch, P.A. are personally involved with every aspect of a project, from assisting the customer with project definition, to establishing the design concepts and performing design analysis and calculations. McVeigh and Mangum Engineering, Inc. McVeigh and Mangum Engineering, Inc. (MME) is a full service structu.ral,_mechanical, electrical, and plumbing engineering firm with a staff of over forty-five employees, including twenty-six engineers. MME's engineers offer a diverse background of design experience that includes commercial, governmental, industrial, and environmental projects. Facilities designed by MME's engineers range in size from multi-story office towers and condominiums to single family homes; aircraft hangers to bridges; and from churches to shopping centers. -- State of the art computer software is utilized in MME's designs. This software is not only used to assist in the design of the building elements, but also to optimize their design to create the most efficient and economical design. Throughout the preliminary and final design phases of projects, special attention is consistently given to the simplicity, constructibilityand cost effectiveness of the design without compromising architectural flexibility. Attention to the quality of their final construction documents consistently produces drawings, which are clear and easy to read. One hundred percent of MME's drawings are produced in-house using the latest AutoCAD software. The entire office is networked allowing for the ability to use common templates across all disciplines for coordinated design. 05-0720.OMK 1 t ~~% GHOIXiGxi cuc~tt~0.v Puxxfxa.9UGM tT6 Team Member Qualifications City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 Professional Engineer No. 38789, Florida, 1987 Education - BSCE, University of Florida, 1983 Mr. Precourt has been with Dyer, Riddle, Mills &Precourt, Inc. (DRMP) since 1989. He is a Principal in the firm, and is currently in Charge of the Civil Engineering Division and the--Tama~~egional.~office. Mr. Precourt has practiced planning and engineering since 1983, and has developed a very broad base of experience. This has covered all elements of infrastructure including utilities, transportation systems, stormwater and recreational facilities. His expertise also extends to master planning, environmental analyses, impact and fee studies, land use planning, project development and environmental (PD&E) studies, parking studies and design, and other municipal support services. Professional Engineer No. 56714, Florida, 2001 Education - MS, Environmental Engineering, University of Florida, 1997; BS, Environmental Engineering, University of Florida, 1995; BS, Environmental Horticulture, University of Florida, 1990 Mr. LePetrie has eight years of experience in the engineering profession and currently serves as a Senior Project Manager in DRMP's Jacksonville, Florida office. His experience covers various environmental engineering projects related to water and wastewatery projects, Tcommercial pool and waterpark design, commercial site development, and cellular tower site development. Select ProiectSelect Proiect Experience ---- - Spencer Wastewater Treatment Plant Ex ansion Cla Count Utilit Authorit Oran a Park, FL -Res onsible .__ _.. P ~ Y Y Y Y~ g p for designing expansion of existing plant from 0.5 MGD to 1.35 MGD. Project includes headworks, Carrousel® Biological treatment unit, two clarifiers, two traveling bridge sand filters, two chlorine contact chambers, effluent pump station, 1.0 million gallon reclaimed water storage tank, and high service pump building for reclaimed water distribution. - North Beach Utilities Water Main Upgrade, St. Augustine, FL -Responsible for design and permitting of a 12-inch water main installation to upgrade water distribution throughout the utility's service area. Sizing of the main was done based on hydraulic modeling of the southern portion of the service area. - Clay County Utility Authority Old Jennings Road Reuse Pump Station, Middleburg, FL- Project manager responsible for design and permitting of a new reclaimed water pump station with associated storage tank. Improvements to the CCUA Ridaught Landing WWTF were also performed for the project. - North Beach Utilities Water Plant Expansion, St. Augustine, FL -Project manager responsible for design and permitting of the upgrade to the facility that included a new ground storage tank, reverse osmosis membrane skid, and high service pump installation. - Jacksonville Electric Authority, North and South Grid Water Treatment Facilities Capacity Analysis, Jacksonville, FL -Performed inspection of 17 existing water treatment facilities and evaluated feasibility of increasing permitted capacity based on existing equipment. .. ~ ~ ~ -• Professional Engineer No. 41215, Florida, 1989 Education - BS, Mechanical Engineering, Rice University, 1983 Mr. Smoot has 22 of years in the engineering profession and currently serves as Vice President in charge of Utilities and Water Parks in DRMP's Jacksonville, Florida office. Mr. Smoot's experience covers a wide range of design and management duties on all types of water, wastewater, stormwater and industrial projects. Select ProiectSelect Proiect Experience ~- - Fleming Island Wastewater Treatment Plant Expansion/Clay County Utility Authority, Clay County, FL -Design and permitting of a 2.5 million gpd expansion to an existin~l.5 million gpd treatment facility. Project includes a new oxidation ditch, clarifier, filter, chlorine contact basin and chlorinatiori/dechlorination facilities. 05-0720.OMK (n"n~G~' iU0.YiYO0.1 PuMp'p' fc'~'iTf City of Atlantic Beach, Florida ~_ Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 - Spencer's Wastewater Treatment Plant Expansion/Clay County Utility Authority, Clay County, FL -Design and permitting of the interim expansion to the existing Spencer's wastewater treatment plant for a capacity of 500,000 gpd. `~ - Wastewater Treatment Plant Expansion/Marsh Cove Condominiums, Fernandina Beach, FL -Design and permitting of a replacement,120,000 gpd secondary WWTF with filtration to replace an existing 50,000 gpd plant.: - Wastewater Treatment Plant Expansion/North Beach Utilities, St. Johns County, FL -Design and permitting of a 1..50,000 gpd expansion to an existing 150,000 gpd treatment facility. Project includes a new influent pump station and clarifier. _ - Advanced, Wastewater Treatment Facility, Jasper, FL -Preliminary engineering, grant application assistance, ---...__ ~` design and construction administration of a 1.2 MGD Bardenpho process advanced wastewater treatment plant with discharge to a receiving wetland. Project included new aeration facilities, clarifiers, effluent filter and laboratory upgrade. Grant and loan funds were obtained through Farmer's Home Administration. - Fleming Island Reclaimed Water Pumping Station -Design and permitting of an expansion to the existing reclaimed water pumping station including an additional ground storage tank and high service pump. - Oakleaf Plantation Reclaimed Water Pumping Station -Design and permitting of a new expansion to the existing reclaimed water pumping station including a 750,000 gallon ground storage tank and high service pumping facility. - Operating Protocols/St. Johns Service Company, St. Johns County, FL -Prepared reuse system operating protocols for the Marsh Landing, Inlet Beach and Players Club South WWTP. This included describing system operation during upsets and the subsequent restart. Professional Engineer No. 56071, Florida, 2000 Education - MS, Environmental Engineering, University of Central Florida, 2000; BS, Environmental Engineering, University of Florida, 1996 Ms. Baxter has 9 years experience in the engineering profession. She currently serves as a Senior Project Manager in DRMP's Jacksonville, Florida office. Ms. Baxter's experience covers various water park and environmental engineering ,~.: projects related to water/wastewater treatment plant and collection system design, permitting, and construction oversight, optimization of treatment plant operations, and NPDES and state wastewater compliance issues. Select Proiect Experience - North Grid, South Grid and Satellite Water Treatment Facilities Capacity Analysis, JEA, Jacksonville, Florida - Perform evaluations on 37 existing water treatment facilities to determine the individual WTP, distribution network and overall grid capacities based on existing equipment, historical flow data, and storage capacities. - Spencer's WTP, Orange Park, Florida -Responsible for the permitting, design, and construction oversight of a water treatment plant upgrade that included a 530,000 gallon ground storage tank, three high service pumps and building, 10,000 gallon hydropneumatic tank, and the conversion of the existing gaseous chlorination system to liquid hypochlorite disinfection. - Spencer's WWTP, Orange Park, Florida -Responsible for the permitting, design, and the construction of the ,,. - wastewater treatment plant expansion from 0.25 to 0.50 mgd. The expansion included a 250,000 gallon AWT package plant, a 0.5 mgd rotating disk filter, one chlorine contact chamber, a 530,000 gallon reuse storage tank, a 5,000 gallon hydropneumatic tank, 2 wetland cells, effluent pump station, generator, and the necessary control equipment for monitoring public access reuse water. - Fleming Island WWTP, Orange Park, Florida -Responsible for permitting, design, and construction oversight of treatment plant expansion from 1.5 mgd to 4.0 mgd design flow. The expansion included the addition of one biological treatment unit with an anoxic zone, one clarifier, one splitter box, one traveling bridge sand filter, two chlorine contact chambers, the conversion of the existing gaseous disinfection system to hypochlorite, and modifications to the influent headworks including the addition of a mechanical barscreen. - Marsh Cove WWTP, Fernandina Beach, Florida -Responsible for permitting and design of the treatment plant expansion, which included the replacement of the existing 0.05 mgd facility with a 0.120 mgd design flow plant that includes tertiary treatment for the production of public access reuse water for irrigation purposes. The treatment plant also required an increase in the permitted capacity for the NPDES outfall. - Meadowbrook WTP, Orange Park, Florida -Responsible for the permitting and design of the water treatment plant expansion that included the installation of a high service pump and associated piping. 1 05-0720.OMK f„G'„ff~' FVgY'YOq' Pu..... icl`~'sTf City of Atlantic Beach, Florida ~. Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 - Green Cove West Regional WWTP, Green Cove Springs, Florida -Responsible for developing a master plan to incorporate the initial 0.25 mgd treatment phase to a 6.0 mgd advanced facility with public access reuse and percolation ponds. This project includes permitting the effluent disposal capacity to 5.0 mgd, which will include public access reuse, and an alternate disposal through a system of percolation ponds. •.- Professional Engineer No. 16040, Florida, 1972 Education - MS Environmental Engineering, University of Central Florida, 1981; BS Aerospace Engineering, Auburn University, 1965 Mr. Henry has over 30 years of experience in the engineering profession and has 7 years of service with DRMP. Currently he serves as a Senior Project Manager in DRMP's Municipal Services Division. Specifically, he is involved with,. planning, project management, design, permitting, bidding, and construction phase services of water, wastewater, and solid waste facilities in the public and private sectors. Select Project Experience - Water Production and Distribution System Study Update and GIS System Implementation, City of Maitland - A report was prepared for the City to provide an updated analysis and evaluation of the potable water system and to develop a GIS database and hydraulic model for use by the City. In the past, data input to GIS and hydraulic modeling software, were independent tasks; hydraulic modeling software simply could not read and incorporate data that was contained in a GIS environment. For purposes of this study, the City chose a recently developed software package that integrated the modeling and GIS environments. - Northwest Sector Plan, City of Ocoee - As part of a marketing study by the City of Ocoee of the mostly undeveloped ~' northwest sector of the City to determine the most feasible land use for development, the potable water and wastewater systems were analyzed. Three alternatives for development were analyzed; low, medium, and high density. The water and wastewater systems were reviewed for each scenario to determine needs and provide estimates of probable cost. The City's existing hydraulic water model was tested and utilized to analyze future improvements to the system. The wastewater system was evaluated manually, as no hydraulic model existed for this system. A water and wastewater master plan was prepared for the selected alternative. - East Area Water Service Planning Study, City of Mount. Dora -This project was an evaluation of the City of Mount Dora's water system for its capability to effectively provide service to a series of known future developments in the easterly area of the City. Proposed population and water demands were determined and the City's existing hydraulic model was used to analyze proposed improvements to the system. The evaluation included utilizing the existing water treatment plants with upgrades verses construction of a new water treatment plant in the Easterly Service Area. !` Engineer Intern No. 1100010090, Florida, 2005 Education - AA, St. Johns River Community Collage, 2000; BSCE, University of North Florida, 2004 Mr. Eckhardt has been employed with DRMP since 2005 has over a year of experience in the engineering profession. He currently serves as a Project Engineer in DRMP's Jacksonville, Florida office. His experience covers various environmental engineering projects related to commercial site development, water and. wastewater projects, commercial swimming pools, residential swimming pools, and water park design. Select Proiect Experience - Vansandt Force Main, Jacksonville -Served as engineer responsible for the design of a wet well and force main, including a directional bore beneath a six lane major road. Additional responsibilities included permitting and coordination between Florida Department of Transportation (FDOT), Florida Department of Environmental Protection (FDEP) and the local utility provider. - Moscarello Fire Water Service, St. Augustine -Served as engineer responsible for investigation of adequate flow for fire protection for the proposed lots. Also designed the potable water and wastewater connections to each of the 12 05-0720.OMK G„"„«„~ ` City of Atlantic Beach, Florida Y ~w~~.o„„~a„„„,.,~,~„,,,r, Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 lots. Coffield Subdivision, Jacksonville -Served as engineer responsible to designing and permitting of the potable water and sanitary sewer transmission systems for this 55 home subdivision. - Big Oaks Subdivision, St. Augustine -Served as engineer responsible to designing and permitting of the potable water system, sanitary sewer transmission system, and an onsite pump station design for this 63 home subdivision. . -. ~- ~ . - Engineer Intern No. 1100005907, Florida, 2004 Education - BSCE, University of North Florida, 2002 Mr. Dela Cruz has 3 years of experience in the engineering profession. He currently serves as a Project Engineer in DRMP's Jacksonville office. His experience covers various environmental engineering projects related to commercial site development, water and wastewater projects, commercial and water park design. Select Proiect Experience - Preston Gate Luxury Apartments, Jacksonville, Florida -Engineer responsible to designing and permitting the water distribution and gravity collection system with lift station serving a new 200 unit complex. This project required coordination between the developer, local utility, and permitting agencies. - Super 8 Motel Wastewater Treatment Plant, Lake City, Florida -Engineer responsible for the wastewater treatment ~p"lant permit renewal for the Florida Department of Environmental Protection. The permit renewal required an evaluation of the treatment plant performance and the creation of an Operation and Maintenance Performance Report, Capacity Analysis Report, and permit application forms. - Camp Kulaqua Wastewater Treatment Plant, High Springs, Florida -Engineer responsible for the wastewater treatment plant permf renewal for the Florida Department of Environmental Protection. The permit renewal required an evaluation of the treatment plant performance and the creation of an Operation and Maintenance Performance Report, Capacity Analysis Report, and permit application forms. - Valencia Condominium Complex, Jacksonville Beach, Florida -Engineer responsible to designing and permitting the gravity collection system and upgrading the existing municipally owned pump station. Additional responsibilities included designing the water transmission system for this 300 unit complex. This project required extensive modeling and coordination between the developer, the local utility, and the permitting agencies. - North Beach Utilities, Vilano Beach, Florida -Engineer responsible for designing and permitting approximately 1,500 feet of water and force main extensions for this local utility. The water main extension required an 80 feet direction bore under an existing road. Engineer Intern No. 1100005289, Florida, 1999 MSCE, Master of Civil Engineering, Water Resource, University of Central Florida, Anticipated Graduation Date 2008; BS, Civil Engineering, Bachelor of Science, University of Central Florida, 1998; BS, Environmental Engineering, Bachelor of Science, University of Central Florida, 1998; BS, Biology, Bachelor of Science, University of Central Florida, 1989 Ms. Zornan has been employed with DRMP since 2003 and has over 7 years of experience in the areas of civil, transportation, and water/wastewater utility engineering. As Project Engineer in DRMP's Municipal Services Department, her responsibilities include water, wastewater, gravity sewer, and reclaimed water utility engineering coordination with Private/Commercial Businesses, Federal, County, and City clients. Her experience also includes site layout for single-family residential developments, commercial developments, roadway design, and permitting through South Florida Water Management District, Reedy Creek Improvements District, Florida Department of Environmental Protection, and Florida Department of Transportation. Select Project Experience - Water Distribution System Hydraulic Analysis, City of Lantana -Served as Project Engineer and was involved with setting up the hydraulic model using numerous scenarios and proving the Client with results, evaluations and recommendations. This project consisted of an extensive hydraulic study analysis for the City of Lantana Water Distribution System. Engineering services included a review and evaluation of an existing potable water records relative to operations; construction and fiscal activity of the system during the reporting time; inspection and evaluation 05-0720.OMK u fl 1 City of Atlantic Beach, Florida Professional Engineering Services Sewer Masfer Plan Updafe 2006 RFP # 06-1 of the general physical condition and continued operational capabilities of the plant, related facilities, and equipment; evaluation of projected system growth and service demands; and recommended expansion and/or improvements to the system. A hydraulic model was prepared and different scenarios were analyzed. Results of different scenarios with and without fire flow demands under peak flow conditions were compiled and evaluated. Recommendations were determined for numerous scenarios and providing the Client with results, evaluations and recommendations. - Orange City Utilities Services, Orange City -Project Engineer involved with numerous utility projects for the Client. - Her services consisted of site plan and utility design, lift station calculation, and permitting comment/review services. Additional services included the preparation of the Developer's Agreement applications and Impact Fee calculations for water, wastewater, and irrigation systems. - Plantation Estates Pump Station Improvements, Orange County -Served as Project Engineer and was involved in the final design revisions and construction administrative services. The project consisted of modification of the existing Plantation Estates Pump Station. The improvements include design of concrete wet wall; meter vault, and emergency pump connection in a pump station site directly southwest of the existing pump station wet well. Complete design of submersible pumps and all relative appurtenances plus restoration work and cleanup were done for Orange County Utilities (Client). - Pump Station No. 37 Improvements, City of Orlando -Served as Project Engineer and was involved in the final design revisions and construction administrative services. The project consisted of rehabilitation of the existing Pump Station No. 37 for the City of Orlando Improvements to the pump station including construction of a new concrete wet well and valve vault in a pump station site directly north of the existing pump station wet well. Complete design of submersible pumps and all relative appurtenances plus restoration work and cleanup were done for Orange County Utilities (Client). National Institute for Certification in Engineering Technologies No. 20896, New York, 1971 Mr. Devito has been employed with DRMP since 1997 and has 35 years of experience related to various water and wastewater projects. He plays a key role in the design of various water and wastewater facilities as well as in the preparation of construction documents for such facilities. In addition, Mr. Devito provides a supervisory role related to production scheduling, progress monitoring and quality control. Select Project Experience - Apopka Plaza Lift Station, Apopka - LeeVista Lift Station No. 23, Orlando - Wastewater Treatment Plant Residual Handling System, Mount Dora - Water Treatment and Chlorination System Improvements, Plant City - Parkway Water Treatment Plant Expansion, Kissimmee - Sumter Correctional Institute Water Treatment Facility, Sumter County - Indian Ridge Water Treatment Plant Raw Water Improvements, Kissimmee - Sewer System Rehabilitation, Arcadia - Area II Wellfield Right-of-Way Water Main & Well Pumping Systems, City of Titusville Education - BS, Mechanical Engineering Technology, Old Dominion University, 1993 Ms. Whittingham has 12 years of experience and currently serves as a Senior Designer in DRMP's Jacksonville, Florida office. Her experience is related to the design responsibilities on most types of water and wastewater, land development and water park projects. Select Project Experience - Green Cove West Regional WWTF, Clay County, Florida -Designer responsible for preparation and design of a new 0.25 mgd treatment plant facility. - Spencer WWTF Reclaimed Water System Improvements, Clay County, Florida -Designer responsible for plans preparation for 1.35 mgd treatment plant modification expansion. 05-0720.OMK City of Atlantic Beach, Florida M4Gp, .~w „, .u.... '.<<~,„r, Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 - Keystone Heights WWTF, Clay County, Florida -Designer responsible for preparation and design of a new 0.10 mgd treatment plant facility. - North Beach Utilities, St. Augustine Beach, Florida -Designer responsible for preparation and design of a 1'/2 mile 12 inch watermain in a FDOT right-of-way. - Marsh Cove WWTP, Fernandina Beach, Florida -Designer responsible for plan preparation of proposed 0.12 mgd treatment plant. Education - BS, Education, Southern Illinois University, 1997 AS, Computer Aided Drafting and Design, Valencia Community College, 1995 Mr. Braswell has 10 years of experience and currently serves as the lead CADD Designer in DRMP's Jacksonville, Florida office. His experience consists of the design responsibilities on most types of water and wastewater, and water recreation facilities projects. 1. • . ^~ Professional Engineer, No. 51249, Florida Education -Auburn University, Bachelor of Electrical Engineering, 1984; Florida State University, BS, 1979 Dave has over 21 years experience as an electrical engineer, including the design of interior and exterior electrical distribution, lighting, and communication systems for industrial, commercial, healthcare, institutional, and military facilities and medium voltage primary distribution systems. Additionally, Dave has a thorough knowledge of power systems analysis, including short circuit, load flow, and protective device coordination studies. Select Project Experience - Spencer's Wastewater Treatment Facility, Clay County, Florida -Performed electrical distribution and lighting design for this $7 million, 1.5 million gallons per day (MGD) waste water treatment plant expansion. Also designed a reclaimed water facility for this site. - Oakleaf Plantation Water Treatment Plant and Reclaimed Water Pumping Station, Clay County, Florida - Performed electrical design for a new water treatment plant and reclaimed water pumping station for Clay County Utility Authority in Clay County, Florida. The design included a 400KW emergency generator for the site. - Keystone Heights Waste Water Treatment Facility, Keystone Heights, Florida -Design the electrical and lighting systems for this new wastewater treatment plant. - JEA District II WRF, Phase II-A, Power Systems Analysis Study, Jacksonville, Florida -Performed short circuit and protective device study for JEA. Study included extensive medium voltage equipment. Other relevant power analysis studies include: Magnolia and Wymore Water Treatment Plants, Winter Park Florida; Kanapaha WRF for Gainesville Regional Utilities; Purrysburg Water Treatment Plant, Purrysburg, South Carolina; General Electric Apparatus Facility, Jacksonville, Florida; VAW Aluminum Plant, St. Augustine, Florida; the Jacksonville Arena, and Ben Hill Griffin Stadium Expansion at the University of Florida in Gainesville, Florida. - Marsh Cove Waste Water Treatment Plant, Fernandina Beach, Florida. Provided electrical design and area lighting design for this waste water treatment plant. - S331 Command and Control System and Related Sites, Army Corps of Engineers, Homestead, Florida. Performed short fuse engineering study for South Florida Water Management District (SFWMD) pumping stations that pump approximately 700,000 gallons per minute of water from the SFWMD canal system to the everglades. - Beach Haven Wastewater Treatment Facility, Flagler County, Florida. Provided electrical design for this packaged wastewater treatment plant. Registered Professional Engineer in the States of Florida, Tennessee, Georgia, Mississippi, Alabama, Kentucky, Arkansas Education - BS in Civil Engineering, University of Memphis Experienced in the design of commercial, industrial and environmental structures. Experienced in the design of structural systems of structural steel, reinforced concrete, prestressed and post-tensioned concrete, masonry and wood. Responsible for the structural analysis and design of various types of buildings and other structures composed of construction materials 05-0720.OMK W' ~~~,.E~w.:~..4ro...u......~.~,~.., L City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 including various types of steel, wood, masonry, and concrete systems. Types of projects include new construction, ' renovations and modifications. Also, perform structural analysis for all types of existing buildings. Project responsibilities include preliminary design, cost estimation construction documents and administration, as well as threshold inspections. Select Project Experience - Franklin Wastewater Treatment Facility; Franklin, TN - Bartlett Wastewater Treatment Facility; Bartlett, TN ' - Blytheville Wastewater Treatment Facility; Blytheville, AR - Fleming Island Wastewater Treatment Facility; Clay County, FL - Alcoa Water Treatment Facility; Alcoa, TN - Ridaught Pump Station; Clay County, FL - Spencer Wastewater Treatment Plan; Clay County, FL I~ i~ n C L L ' 05-0720.OMK {' ..~,.E... b~a.~.a...u......~.,~,.., City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 ~ Past Record of Professional Accomplishments City of Keystone Heights -Wastewater Collection System and Treatment Plant The City of Keystone Heights has been awarded a 2.5 million dollar State Revolving Fund Loan and a Small Communities Grant from the Florida Department of Environmental Protection (FDEP) for the planning, design, and construction of a regional wastewater treatment plant -and collection system. The City of Keystone Heights_s_served by two privately owned package plants which serve a residential community and a strip mall. The majority of the City is served by septic systems. The Feasibility _ Report was a collaborative effort between DRMP's Gainesville and Jacksonville offices and included cost analyses, permitting requirements, and phasing for the treatment works and the collection system. The Report addressed wastewater treatment alternatives, projected~_plant capacities, service area growth, maintenance and operational issues, and environmental concerns with the installation and operation of a regional sewer plant and collection system. The report was submitted and approved by the FDEP as part of the loan and grant requirements in 2002. The treatment plant and collection system have .been master planned, and account for the potential growth in the City of Keystone Heights. The collection system will include approximately 17,000 linear feet of gravity and force main piping and five lift stations, ending with a master lift station to serve the treatment plant. The treatment plant design capacity is 100,000 gpd with a build out capacity of 300,000 gpd. The treatment plant will utilize conventional treatment methods to produce a secondary quality effluent with disposal to rapid infiltration basins. The treatment plant and collection system are ctarrently under construction. Reference: Karen Nelson PO Box 420 Keystone Heights, FL 32656 Phone: 352-473-4807 Fax: 352-473-5101 Northwest Sector Plan -City of Ocoee, Florida DRMP was a subcon~lt~nt to the planning firm of Renaissance Planning Group (RPG) for a marketing study of the mostly undeveloped northwest sector of the City of Ocoee to determine the most feasible land use for development of the area. Three alternatives for development were analyzed, low, medium, and high density. DRMP's charge was to review the water and wastewater needs for each .scenario and provide estimates of probable cost for the scenarios. Water and wastewater ,,___. plarif improvements, water transmission, and wastewater transmission and pumping needs were reviewed. The City's existing Thydraulic model was tested and utilized to analyze future improvements to the system. The wastewater system was evaluated manually, as no hydraulic model existed for this system. Service provided by either the City of by Orange County was included in the analysis. Once one alternative of land use was selected by the City, a water.and.wastewater-master plan. wasprepared _.__. for that alternative, including. refinement of details originally determined in the alternatives analysis.. The plan was presented to City staff, followed by public meetings, and finally by the City Commission for approval. The project, including public meetings, was completed in 2005 on time and within budget. Reference: Charles Smith, Utilities Director City of Ocoee Phone: 407-905-3100, ext. 4001 Fax: 407-656-7416 05-0720.OMK CCUA -Residuals Management Evaluation and Expansion for Flemi DRMP was commissioned to produce an analysis of residuals management scenarios for all seven of CCUA's wastewater.treatment facilities. The conventional residuals handling strategy had been ' hauling of Class B biosolids in liquid and solid forms from the plants. DRMP performed an exhaustive evaluation of the dewatering and thickening processes available, in addition to the available Class A treatment systems. A number of scenarios were developed, combining the various processes, which were then evaluated based on various physical, environmental, and economic considerations. In addition to these factors, scenarios involving treatment of residuals at a regional facility were examined against treatment at multiple plants. The report presented net present values for the most feasible City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 ng isiana r~egionai nrvv i r scenarios for both Class B and Class A treatment. The final recommendation for Class A treatment was the installation of a drying system that integrated dewatering, thus resulting in a marketable product.. A central, regional facility was also recommended due to lower capital costs. DRMP also prepared construction-pians and sped#ications for the expansion of the existing Fleming Island Regional WWTF from 1.5 to 4 million gallons per day (mgd). The WWTF is an advanced wastewater treatment facility utilizing the Carrousel4 2-stage denitrification process with ultimate effluent disposal to public access reuse or to the St. Johns River. The expansion i design addressed component capacity, yard piping, structural and electrical plans, hydraulic profile, process and instrumentation diagrams, construction materials and site work. The treatment plant expansion included: the addition of one 3 mgd mechanical bar screen, one 1.6 million gallon oxidation ditch reactor, one flow splitter box, one 70-foot peripheral feed ' clarifier, on 350-square foot traveling bridge sand filter, two 48,600 gallon chlorine contact chambers, modifications to the existing influent headworks and chlorine contact chambers, and the upgrade and conversion of the existing gaseous disinfection/dechlorination system to a 10 mgd liquid hypochlorite/sodium bisulfate process. ' DRMP also prepared the construction specifications, contract documents, and permit documents for this project, which included a Capacity Analysis Report, Operation and Maintenance Performance Report, and Operating Protocol for reclaimed water generation. The construction reached final completion in January 2004. Reference: Ray Avery 3176 Old Jennings Road Middleburg, Florida 32068 Phone: 904-213-2401 ' Fax: 904-213-2498 City of Starke -Facility Plan The City of Starke was awarded a six million dollar Small Communities Grant from the Florida Department of Environmental ' Protection (FDEP) for the planning, design, and rehabilitation of the existing collection system and expansion /upgrade of the existing wastewater treatment plant. The City of Starke has an aging collection system that dates back to the early 1900's. During heavy rainfall events, the collection system experiences flows that double normal daily activities, and approximately 80% of the system is in need of rehabilitation. In addition to the infiltration and inflow problems with the collection system, the treatment plant needs upgrading to advanced standards in order to continue the use of its surface water discharge. DRMP was contracted to develop a Facility Plan for the allocation of funds from the FDEP and CDBG programs. The Facility Plan evaluated the cost effectiveness, operability, and environmental impacts of various rehabilitation and repair technologies for the aging collection system. Several areas of concern are within historic areas, and technologies were selected on their implementability without disturbing structures and brick roadways. In addition to the infrastructure, the treatment plant upgrades and disposal alternatives were evaluated on their cost effectiveness, applicability with the Total Maximum Daily Load (TMDL) initiative, land requirements, environmental impacts, compliance with current regulations, and FDEP ' requirements. The Facility Plan covered all of the researched alternatives and recommended technologies for 6'h miles of 05-0720.OMK CC : _ ; ~ City of Atlantic Beach, Florida c~? ,;,.,~, , ~„„,„ ' ~„„,,,,, Professional Engineering Services Sewer Master Plan Update 2006 ' RFP # 06-1 infrastructure rehabilitation and the upgrade to advanced standards at the treatment plant. The Facility Plan was approved by ' the required state agencies and adopted by the City of Starke in November 2003. Reference: Lee Vincent 202 S Walnut Street Starke, FL 32091 Phone: 904-964-5027 Fax: 904-964-3998 North Beach Utilities (NBU) -Utility and Transmission Main Expansions I DRMP provides continuing engineering services for NBU, which is a privately owned utility that serves the North Beach and Vilano Beach areas north of St. Augustine. Past tasks have included review of utility plans for 1 proposed commercial developments, design and permitting of utility-owned wastewater pumping stations, and design and permitting of water main and force main extensions throughout the NBU service area. t t 0 u u DRMP designed and permitted an expansion of the utility's reverse osmosis water treatment plant including a new 200,000 gallon concrete ground storage reservoir, a new 259,200 gpd membrane skid, and an additional variable speed high service pump. Existing high service pump suction and discharge manifolds were also resized to help reduce headloss in the plant. DRMP also modeled the southern portion of the NBU's water distribution system in order to design improvements that would provide increased supply to the area in conjunction with proposed construction from larger water users. The improvements included installation of a 12" transmission main with a large portion installed via directional bore due to space concerns along the State Road A1A right-of-way. Construction on the transmission main was completed in late 2002. DRMP also designed an expansion of the utility's wastewater treatment plant from 150,000 to 300,000 gallons per day. The existing facility was asingle-rotor Lakeside extended aeration oxidation ditch. An additional aeration rotor was installed to increase treatment capacity to meet the growing need for wastewater service in the area. The expansion also included new static screen headworks, influent pumping station, secondary clarifier, chlorine contact basin, and two rapid infiltration basins for effluent disposal. DRMP provided permitting services through the FDEP for the expansion, which included production of updated Capacity Analysis and Operation and Maintenance Performance Reports. Construction on the expansion is currently ongoing. The Vilano Beach Town Center is a redevelopment project being spearheaded by St. Johns County to be located within the southern end of the NBU service area. It will consist of a mix of commercial, residential and recreational development that will retain the unique beach and waterfront character of the area. DRMP was commissioned by NBU to review engineering plans for water and sewer infrastructure upgrades Reference: Jackie Connahey, General Manager 4125 Coastal Highway St. Augustine, Florida 32084-1498 Phone: 904-824-1806 Fax: 904-826-0897 CCUA -Spencer's Wastewater Treatment Facility Expansion DRMP has a continuing contract with Clay County Utility Authority (CCUA) to provide engineering services. Under this contract, DRMP permitted, designed, and provided. construction administration and bid assistance for this 0.25 mgd. expansion funded through the State Revolving Fund program. The treatment plant expansion included the addition of one 0.25 mgd steel ring plant with an integral 37,600 gallon anoxic basin and 26 foot diameter clarifier; one 108 square foot high rate disk 05-0720.OMK 1 fl City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 In addition to the expansion of the treatment works, DRMP has recently been contracted by the City of Lake Butler to design and permit a sludge belt press and lime stabilization system and a wet weather discharge. Reference: Richard Tillis 200 SW 1 sr Sfreet Lake Butler, Florida 32054-2016 Phone: 386-496-1262 Fax: 386-496-1588 Town of Lawtey -Wastewater Collection System The Town of Lawtey has been awarded 2.5 million dollars from Rural Development and the Suwannee River Water Management District (SWRMD) for the planning, design, and construction of a collection and transmission facilities. North Beach Engineering, Inc. (now DRMP) originally prepared the grant application and supporting documentation for the Town, all of which is currently served by septic systems. The collection and transmission system includes approximately 32,000 linear feet of gravity sewer, four main pump stations, and a main transmission line to the Lawtey Correctional Institute, where the sewage is repumped to the Florida State Prison for treatment and disposal. The project included coordination between the Town of Lawtey, the Department of Corrections, Rural Development, the FDEP, and SRWMD. The collection system design also addressed residential service lines on private property, septic tank abandonments, and pavement repair. Reference: Lisa Harley PO Drawer G Lawtey, Florida 32058 Phone: 904-782-3454 Fax: 904-782-3927 Eastern Regional Water and Wastewater Transmission System, Contract 5 -Orange County, Florida DRMP was responsible for the preliminary engineering evaluation, final design, permitting, bidding assistance, easement acquisition assistance, construction management and final certification for a major water and wastewater transmission system in East Orange County, Florida. In addition, DRMP was responsible for managing subconsultant activities associated with survey, geotechnical and corrosion control engineering services. DRMP was fully responsible for the quality assurance for the design survey since the survey had to agree with the other survey efforts. The transmission system included approximately 27,500 LF of 30-inch DIP water transmission main and 27,500 LF of 30-inch PVC wastewater transmission force main. The project also included several bore-and-jack road crossings with 48-inch casing pipes. The project serves much of the new development in eastern Orange County including several public schools. The project required extensive coordination with various development entities including four private developers, two school design teams and one roadway design team. The project was fast-tracked in order to have water and wastewater service available for testing purposes at the new high school that was under construction during this project. During the design process, the alignment changed several times due to development and roadway design changes, which required focused and attentive response from the DRMP design team. Since the proposed route included several wetland crossings, an Environmental Resource Permit was required. This permitting activity coordinated through the St. Johns River Water Management District (SJRWMD) allowed a much more direct route. DRMP was required to develop a wetland mitigation plan for restoration of a portion of the Econlockhatchee River that was impacted on a previous pipeline project. Construction completed 2001. Reference: Mr. Stephen Beasley, P.E. Senior Engineer Orange County Utilities Division Phone: 407-836-7000 Fax: 407-254-9999 05-0720.OMK W • v~xfxa, 3G[IRliii City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 Marsh Cove Condominiums, Fernandina Beach, Florida ' Under this contract, DRMP was responsible for permitting, designing and providing construction services to expand the existing 50,000 gpd package .treatment plant into a new 120,000_ gpd facility servirig a condominium complex and nearby commercial district. The existing 50,000 gpd package plant was rehabilitated and converted into a reclaimed water storage tank. Anew 120,000 gpd advanced wastewater treatment plant was installed to serve the area and to provide the necessary level of treatment to meet the water quality standards and public access reuse criteria established by the FDEP. The treated effluent is available for public access reuse by the condominium complex and the neighboring commercial district or is discharged to the Amelia River. DRMP provided permitting services which included conducting a level one WQBEL and ' preparing a Reuse Feasibility Report, Capacity Analysis Report, Operation and Maintenance Performance Report, Antidegration Study, Preliminary Engineering Report, and an Operating Protocol for the generation of reclaimed water. The project ' also included coordination and permitting through the Florida Department of Transportation for the construction of a new effluent force main through a state road right of way. The project reached final completion in March 2003. r~ Reference: Bill Belangia, Owner 220 Boy Scout Road Augusta, Georgia 30909-6064 Phone: 706-736-4748 Fax: 706-667-0255 CCUA -Old Jennings Road Reuse Pump Station and Ridaught Landing WWTF Improvements DRMP was responsible for the permitting and design of a new reuse pump station that represents the second such station in CCUA's service area. The scope comprised a high service pump building to initially house two pumps, an augmentation well, and site piping. A 500,000 gallon steel ground storage tank was previously constructed at the site as part of a separate project engineered by DRMP. Improvements at the Ridaught Landing WWTF included conversion of gaseous chlorine to hypochlorite for disinfection (including new chemical storage facility) and the installation of a new programmable logic controller that is used to control transmission of reuse water to the Old Jennings Road site and/or to the Fleming Island Regional WWTF. The project reached final completion in December 2003. Reference: Ray Avery 3176 Old Jennings Road Middleburg, FL 32068 Phone: 904-213-2401 Fax: 904-213-2498 05-0720.OMK J ,i 7 ~_ n 7 J C' ~' ,.~..._.a...~. __.~ ~ Project Approach ' Wastewater Treatment Plant Process Evaluation City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 DRMP will first meet with City of Atlantic Beach (CAB) personnel, including WWTP operators, to determine current plant performance. Past operating reports will be analyzed in conjunction with this determination. Current operating protocols for all stages of the treatment process will be taken into consideration for both plants. Existing surveys will be used to evaluate O site constraints, and rough field measurements will be taken as necessary. Mechanical as-built drawings will be used to supplement site constraint determinations. C C ii u Next, the projected Total Maximum Daily Load Requirement for nitrogen will be ascertained. With this target established, DRMP will explore several biological nutrient removal (BNR) processes with regard to the feasibility of retrofitting one or both plants to enhance nitrogen removal. The three processes most compatible with retrofitting while maintaining cost- effectiveness are the Modified Ludzack Ettinger, the A20, and the 4-Stage Bardenpho Processes. All of these would require some separation of existing tankage into distinct anoxic, oxic and/or anaerobic zones. In addition, DRMP will analyze the possibility of adjusting current operation protocol without retrofitting existing tankage in order to achieve a higher level of nitrogen removal. Several other parameters of the treatment process will also require analysis. Mixed Liquor Suspended Solids (MESS) levels and activated sludge return and wasting rates will be examined for each of the BNR processes. Also significant to the performance of these processes will be clarifier capacity and sludge pumping capacities. Because all three processes utilize internal recycle of MESS, feasibility of mechanical systems for recycle will need to be addressed. DRMP will also take into consideration alternate techniques to enhance denitrification in addition to the use of BNR processes. These may include the introduction of supplementary carbon sources for use by heterotrophic bacteria in the denitrification process, or the use of denitrification filters in response to tight WWTP site constraints. In addition, projected levels of phosphorus removal for the BNR processes must be examined. DRMP will work with a seasoned team of subcontractors familiar with wastewater treatment processes to aid in the development of process adjustment recommendations. A structural engineer will examine. existing.,. tankage.. integrity and evaluate for proposed retrofitting strategies. Similarly, existing electrical and control_ equipment will be examined, as necessary, by an electrical engineer subcontractor in conjunction with retrofitting and upgrade recommendations. With all of these parameters taken into consideration, the costs of retrofitting to establish the various BNR processes can be calculated with anticipated nitrogen removal rates expressed as "cost per pound removed" and "cost per gallon treated." These values will then be used to rank the processes against one another. The possibility of establishing a combined facility_at WWTP No. 1 with elimination of WWTP No. 2 must also be scrutinized. The existing Sequencing Batch Reactor (SBR) process in use at WWTP No. 2 will be evaluated against several factors including current treatment performance, ease of operation, and retrofit possibilities for enhanced nitrogen removal. Projected costs associated with any plant modifications will be calculated and compared to feasibility of the transfer of all wastewater flow to WWTP No. 1 to attain TMDL compliance at a single combined facility. Lastly, reuse disposal options will be studied as a possible means to meet TMDL compliance. DRMP will evaluate anticipated ' costs of retrofit of existing neighborhoods for reclaimed water distribution for irrigation, and identify possible major users (golf ; courses, athletic fields, etc,), Again, these costs can be expressed in terms of the amount of nitrogen removed per dollar expended. ' DRMP has extensive knowledge of the numerous residuals management processes currently available to utility owners. The sludge drying bed system presently in use by CAB will be analyzed with regard to costs and an approximate value of dollars spent per volume of sludge reduced will be determined. This can then be compared to alternative dewatering systems with an ' 05-0720.OMK ' p .. ~ . City of Atlantic Beach, Florida C1n ,;,~~~~~, ,~,,,~,,,, Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 eye toward achieving higher cost efficiency. DRMP will also work with CAB in approaching the possibility of installation of a residuals treatment process to meet Class A biosolids criteria. Compliance with Class A requirements will become more and more important given current regulatory and industry trends. ' During the development of recommendations for compliance with TMDL requirements for nitrogen, DRMP will also make recommendations as needed for improvements to operational efficiency for both WWTP's, as well as make suggestions to ensure that CAB is able to meet future capacity needs and regulatory requirements. Again, meetings with CAB personnel will ' be held to establish current operating protocols. Operation schematics will be developed based on as-built conditions, and performance capacities compared to actual data. Cost efficiency will always remain a core criteria during the formulation of any recommendation. Wastewater Collection System Evaluation DRMP will commence the collection system evaluation by first reviewing the_existing 2000 sewer master plan. All materials held on file by CAB associated with pump station upgrades since 2000 will be collected. Materials will include, but are not limited to, purchase orders, shop drawings, submittals, and engineering reports and calculations. The existing schematic ' diagrams of the force main systems will be updated using these materials. The evaluation should also include an inspection of each of the city-owned_pump stations. Pump performance can be analyzed using current pump rates, start-up reports, and the-design operating calculations. Elapsed time meter records can. also be valuable in checking pump performance. Other items scrutinized during the onsite investigations may incluefvation of wetwells for evidence of uncharacteristically high water levels, condition of float and/or bubbler system, control panel condition, and general integrity of the station. DRMP will make operation and maintenance recommendations on acase-by-case basis following the field investigations. ' In conjunction with onsite inspection of the CAB pump stations, DRMP will conduct a systematic infiltration/inflow (I/I) analysis where warranted in the CAB collection systems. The analysis will be performed in accordance with Phase 1 of the current Environmental Protection Agency (EPA) sewer evaluation and rehabilitation program, the purpose of which is to determine if ' I/I is excessive. Our approach to this analysis is as follows: a. Acquisition of existing maps of the CAB system ' b. Determination of flows within the system c. Determination of key areas for further study using past records and information from CAB personnel. Match-up of this information with storm event data. d. Identification and quantification of extraneous portion of flows in the collection system e. Evaluation of the collection system, taking into consideration factors such as age, length, materials of construction and behavior in response to storm events. f. Economic analysis of key I/I areas in which costs of transporting and treating flows are compared with costs of I/I reduction e g. Preparation of a plan for further study using a detailed evaluation survey if excessive I/I is identified ' Quantifying I/I problems will be done by extensive collection of existing record information that relates to a variety of problems including_any observed overflows, measured or observed. surcharges, reported bypasses, customer backup complaints, and chronic maintenance activities. Information will be gathered from an assortment of places such as maintenance records, work orders, sewer videotapes, pumping rates identified previously, past studies and engineering reports, field observation and interviews with CAB personnel who are responsible for maintenance and management. Once this information is collected, the data will be recorded and displayed so as to illustrate possible correlations between overflows and bypasses and other factors ' such as capacity models, rainfall records, maintenance activities, and reported backups. Update to 10 year Capital Improvement Program The first step in the Capital Improvement Program (CIP) update will be reviewing the previous 10-year plan and meeting with CAB personnel to determine the state of projects included in the plan. Next, projects will be identified through coordination ~._ . 05-0720.OMK 1 :~: w..._. f.o,......~..~. R..u......~,~~.,... 1 ;J ~~ ~J C C~' City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 with CAB for inclusion in the updated CIP. Projects may also be identified as a result of the 2006 sewer master plan update. Each of the identified projects will be prioritized according to the following scale: Priority 1: Projects directly related to the operations of wastewater treatment and which respond to regulatory requirements. Priority 2: Projects designed to protect, support, and maintain existing investments in the City's infrastructure and Priority 1 projects. Priority 3: Projects that plan and provide for new services and expansion. Priority 4: Projects that provide for demonstration and experimental technologies. Projects will also be prioritized based on comparison to CAB growth management and comprehensive plan goals. Once ranked, a recommended timeline to completion for each project will be formulated. Next, cost estimates will be produced for each improvement. The estimates will be used to aid in decision-making as to feasibility of proceeding with the project, with consideration of current and projected budgets. Financial feasibility can also be explored in comparison to possible forms of proceeds including bond sales, short-term borrowing, transfers from the public works operating fund and capacity charge revenues. A final report comprising this information will be produced with projects ranked accordingly. Report Preparation and Department of Environmental Protection (DEP) Permit Renewal for Wastewater Plant No. 1 The reports associated with permit renewal (Capacity Analysis, 0&M Performance Report) and the application forms will be produced simultaneously with the aforementioned tasks of the sewer master plan update. DRMP will collect operations data from CAB for report production, and will conduct a thorough inspection of the WWTP for the 0&M Performance Report. The existing reuse feasibility report will be reviewed with costs updated. DRMP is very familiar with the permit renewal process through the Florida Department of Environmental Protection (FDEP) Northeast Region office and will work closely with regulatory personnel to ensure a smooth renewal. Meetings can be held with FDEP personnel as necessary to ameliorate any permitting issues. 05-0720.OMK C L' n i C r. C'~ C [1 City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 Staff Availability & Capability to Meet Deadlines Availability & Workload To ensure an adequate staffing level for this project, DRMP currently maintains more than 380 engineers, planners, surveyors, scientists and support personnel companywide. The project team personnel that will be primarily responsible for conducting the various projects for the City of Atlantic Beach are currently overseeing several utility projects that have reached the construction phase, which has freed up time in their schedules to begin new projects. The forecast shown below includes the work remaining on current contracts and pending work waiting for contract approval. Given the anticipated contract, the staff demands of the various projects will only be a portion of the available staff capacity of the DRMP Team. This ensures not only that we can commit to the projected manpower requirements, but that we will have a great deal of potential availability in our commitments to provide responsiveness for occasional peak staff demands. This allows great flexibility in meeting and improving on project schedules, as well as addressing any unforeseen circumstances that may require additional staff. 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N ~ ~ ~ ~ iG (D CD CD CO CD CO O O O O O O O ~ U ~ N ~ ` N OD OD t!> t!1 N N N ~ ~ N N ~ ~ d y O C C ~ ~ ~ ~ LL CO O O O O O O ~ ~ ~ ~ ~ ~ ~ <O CD O O O O O O O O O O O O r a0 ' Q1 lf) CD N ~ ~ ~ N [ 1 ~ f C 1 1 ~ 1 7 ~ ~ ~ C C C N ~ ~ ~ ~ ~ H O ~ O ~ ~ ~ y T T >+ T T >+ 0 O 0 'D ~ ~ ~ ~ 9 ' f`0 ~p CD O ~ O ~ O C 7 p r N m O O N N O ` a o •y __ = N . ~ O U = - _~ c U o m m Q ~ Q m Fo- ~ ~ ~ c O O ~ w ~ E m a O ~ C Y c ~ E a y N a H tq a i i ~ a ~ U~ 3 a 0 3 . ~ 0 0 0 ~ ~ U a m ~ ~ aai ~ a N ~ ~ O U N N ~ 3 ~ ~ ( o ¢ ~ ~ i~ a a° °- ~ E ~ o rn a z > ~ m 3~ F- m 0 ~ N ~ Q;M ~ ~ v 0 U N Qj - V ~ V lf) 117 Ln tf7 ~ ~ ao ~~_.. ~~ Financial Responsibility & Insurance Financial Statement Form of ownership Years in business Changes in ownership Bank reference Financial statement (summary) Corporation Incorporated in 1977 68 shareholders with minimal activity See attached As of December 31, 2004: Total assets Total liabilities Total equity Total liabilities and equity Total revenue Net income City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 $12,388,000 $8,375,562 $4,012,105 $12,388,000 $33,813,770 $904,389 05-0720.OMK i I1 ~I' C C 0 i I~ fl -, 4~W.«....a~.~oa. ~u.., Bank Reference City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-1 AmSouth Bank Post Office Box 588001 Orlando. Florida 32858 (407) 246-8900 :J11YL7W I Il ~, February 18, 2005 Re: Financial Status To Whom It May Concern: Dyer,Riddle,Mills & Precourt, Inc. is one of the largest surveying, planning and consulting engineering firms head quartered in Central Florida. Dyer,Riddle,Mills & Precourt, Inc. has been a customer of the bank since April of 1992, and maintains a complete and comprehensive banking relationship with our organization. All facets of the banking relationship have been, and continue to be, maintained in an exemplary fashion. As the primary relationship manager, I feel competent to represent that the management and financial integrity of the Dyer,Riddle,Mills & Precourt, Inc. organization is held in the highest regard. In the event you should need any additional information, please do not hesitate to contact me at (407) 246-8917. Sin erely, J sG.H g Assistant Vice President Commercial Banking Group 407-246-8917 Phone 407-835-3035 Fax 05-0720.OMK ~ms-~ /. ~~ ~ , ... .r,a,e~... ~~a~~raao .,....a..~,E~.~.., Certificate of Insurance City of Atlantic Beach, Florida Professional Engineering Services Sewer Master Plan Update 2006 RFP # 06-i rre..~e• SC CA ACORD CERTIFICATE OF LIABILITY INSURANCE D"Y' ., os;;;oS PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Suncoast Insurance Associates ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE O Box 22668 P HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR . . ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Tampa, FL 33622-2668 813 289-5200 INSURERS AFFORDING COVERAGE INSURED INSURER A: Unlted State8 Fldellty 8 Guaranty Dyer, Riddle, Mills 8 Precourt, Inc. INSURER B: XL Specialty Insurance Company 1505 East Colonial Drive INSURERC St Paul Fire 8: Marine Orlando, FL 32803-4780 INSURER D INSURER E: CrIVFRACFS 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 WfTH 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MMID POLICY EXPIRATION DATE MM/DDlYY LIMITS A GENERAL LIABILITY BK01269371 12/12104 12H2105 EACH OCCURRENCE S1 OOO OOO J( .COMMERCIAL GENERALLIABILITV FIRE DAMAGE (Any oneilre) $1 000000 CLAIMS MADE a OCCUR MED EXP (Any one person) $1U 000 ' PERSONALS ADV INJURY S1 OOO OOO GENERAL AGGREGATE S2 OOO OOO GEN'L AGGREGATE LIMITAPPLIES PER: PRODUCTS -COMP/OP AGG $2,000,000 POLICY PRO- L~ A AUTOMOBILE LIABILITY BA01269348 12H2104 12H2105 COMBINED SINGLE LIMIT ~t ANY AUTO (Ea accident) $1,000,UUU ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X i HIRED AUTOS BODILY INJURY 5 X NON-0WNED AUTOS (Per accident) PROPERTY DAMAGE (Par accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY. qGG $ A EXCESS LIABILITY BK01269371 12/12104 12H2105 EACH OCCURRENCE $4 OOO OOO X .OCCUR ~ CLAIMS MADE AGGREGATE $4 OOO DUU S ____ _ __ DEDUCTIBLE _______ $ RETENTION S $ C WORKERS COMPENSATION AND WVA2431288 U1/U1/U5 U11U1/06 X WC STATU- OTH- T RY M S EMPLOYERS' LIABILITY E. L. EACH ACCIDENT $SOO,000 E. L. DISEASE-EA EMPLOYEE $SOO,000 E.L. DISEASE -POLICY LIMIT $50O OOO B OTHER DPR9411744 06/20/05 06/20/06 $2,000,000 Each Claim rofessional $2,000,000 Ann Aggr iabili DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESrEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Professional Liability is written on a claims made and reported basis. SHOULD ANYOF TH E ABOVE D ESCRIBED POLICIES BE CANCELLED BEFORE TM E EXPIRATION FOR PROPOSAL PURPOSES DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3p-DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLD ER NAM ED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OB LIGATION OR LIABIL ITY OF ANY KIND UPON THE INSU RER,ITS AGENTS OR REPRESENTATIVES. AU TH ORIZED REPRESENTATIVE ~ n ^° / J~'1. ncuKU ~a~ tnsill of 2 #5106170/M106169 MDL ~ nwrcu cuecrvwal Iun Taaa 05-0720.OMK i .I. ;ti, . r '~. ~,- _° .;,~, ;~ ;" .~ ~> t3 < ~'~~ e/. I_~ Wa .~4 - _ ~~r ,, _ "1~ ~ 4 _ ~' ~r9 y' ~. w' Y ~ ~ -~ .r ~ 1; T ~' ~ t 2 I I ~ V' ;~F l ~1~},i4 _ i . i w}~ ~ ~1I `--~~~ " ~ Illi~j71~ ~n~1 `~ I _ _ .r~Flil..~ I ,(' ~~ ~ - - -,-~ ~ ~~ ~ -~s ~ F `~ ~s'~ ~ ~ ~~ ~~~' .~, __ ,~ • _ ~~ _ 1 I l ; ~ / _ - a "~ A ~ ~'°'"^•~ ENGINEERS • SURVEYORS • PLgNNERS • SCIENTISTS Professional Engineering Services for The City of Atlantic Beach :. ., =~ y ...._. _ „~ _ .~. -- % i. 2•y '4 Engineers Planners Surveyors Architects .Landscape Architects Environmental Scientists Construction Management Design/Build "Sewer Master Plan Update 2006" RFP No. 06-1 Coast Master Water/Wastewater Plan (a project that included the valuation of existing facilities for purchase from Florida Water Services and providing fora 5 year capital improvement plan of over $150 Million, that will be funded through development, SRF funding, and bonds). We have developed Master Sewer Plans for numerous communities including the Cities of Sanford, Casselberry, Winter Springs, and Eustis; Volusia County and others. If selected by the City of Atlantic Beach, CPH will diligently pursue design, permitting, and construction services associated with all projects assigned by the City. Our ability to cost effectively provide a variety of engineering services to long-term clients is evidence of our commitment. Our personnel will endeavor to provide prompt, personalized, and cost effective services that are completely professional in helping to achieve your goals within the time frames indicated in the Request for Proposals. Additionally we are well suited for this contract because the CPH team has: Strong Previous Experience. The CPH team has numerous years of experience in engineering from master planning to final construction. CPH is currently ranked the Stn largest design firm in Central Florida (Ranked by the Business Journal and is in the top 500 in the United States (Ranked by ENR Magazine). This background, teamed with the extensive knowledge of the personnel, will allow the CPH team to provide the City with on-time and winning projects. Commitment. The City has the commitment and direct involvement of the owners of CPH who will also serve as Principals on the project. Our owners have along-term interest in ensuring that the City is fully satisfied with the services provided by CPH. The City and staff can be assured that our engineering services will be provided in a timely, cost-effective and responsive manner. We are confident the Cit~o Atlantic Beach staffwill be satisfied with the level ofservice provided by our firm. We appreciate the opportunity to respond to the City of Atlantic $each's RFQ, and we look forward to meeting with you to answer any questions you may have about our company. Thank you for considering our firm. Sincerely, CPH En ' eers, Inc. Kamran Khosravani, P.E. Chief Executive Officer Table of Contents Professional Engineering Services for The City of Atlantic Beach Letter of Interest Firm's Professional Qualifications/Project Team Past Record of Professional Accomplishments Project Approach Staff Availability & Capability to Meet Deadlines Financial Responsibility/Insurance Proximity Cost Section 1 Section 2 Section 3 Section 4 Section 5 Section 6 Section 7 m n O Z 1 _:,.. , = z.~ .: ~, .t ~. ~:.: a r. ~ ... _.... PROFESSICINAL ENDINEERING SERVICES FOR THE S EV1fER SYSTEM MASTER PLAN UPDATE 2 Q 0 6 RFP No. 06-1 1.0 Firm OverviewlHistory CPH prides itself in its capability to provide quality and innovation for design and construction. In every aspect of the business, CPH takes pride in providing timely, cost effective and appropriate engineering services to support its clients and help them achieve their objectives. Known as a leading multi-disciplinary consulting engineering firm, CPH provides services in the following areas: - Master Planning - Civil engineering - Architectural Design - Interior Design - Space Programming/Needs Analysis Surveying - Utilities/Environmental engineering (Water, Wastewater, & Reclaimed Water) - Hydraulics and hydrology - Transportation engineering/planning - Environmental Sciences - Land planning/zoning - Landscape architecture/Irrigation Design - Construction engineering and inspection - Construction management Design/Build - Other related fields CPH was established in 1981 in Sanford, Florida. The company's philosophy to assure responsive and cost effective service has allowed CPH to grow throughout Florida, Texas, and Puerto Rico with branch offices housing over 300 employees; with the firm's Corporate Office located in Sanford, Florida. These locations house professional staff such as: - Corporate owners - Registered professional engineers - Graduate engineers - Licensed general contractors - Registered Architects Registered landscape architects - Certified Planners - Licensed surveyors - Technicians, drafters and support personnel As a result of CPH's staffing CPH prides itself and capabilities, the team is On dellVering able to provide clients with complete turn-key services gUallty SerVICeS to assist its clients from the that are on time inception and planning of and within budget. projects through complete construction. The on-staff Architects, Engineers, Planners, Surveyors, and Construction personnel provide an "added value" to our clients and projects ensuring cost effective and constructible projects. The team is dedicated to providing clients with the highest quality of services for their projects and offers innovative solutions for complex challenges. CPH's commitment to providing the highest level of service in an affordable manner has been achieved through emphasis on personalized services and direct engineering involvement of top level CPH personnel, especially the owners of the corporation. 1.1 Depth of Resources The team at CPH has the skills, available staff and knowledge to perform the required services for the City of Atlantic Beach. The CPH team is focused on fostering long-term relationships with our clients, and has successfully accomplished similar projects by approaching each project with a collaborative attitude. The team for this project is comprised of personnel that have exceptional professional credentials, and through their combined efforts and continuous client communication, will meet the specific needs of the City. CPH provides several services that allow the team to offer turn-key utilities projects for the City of Atlantic Beach. CPH is licensed by the State of Florida to provide these services, and located in Chart 1.1 are copies of our appropriate licensure. FAST RESPONSIVENESS i m :.. , ,tm~ PROFESSIONAL ENGINEERING SERVICES F'OR THE S EWER SYSTEM MASTER PLAN UPDATE 2 O O 6 RFP No. 06-1 CHART 1.1 ~t~t~~' tT ~ CGIY~~~t '~;cc:ril F~f ~;~rufr:.;ii~tx. ?.txtZitsrer~ ?~;. E;, ~ine^». inc. aua*'ra: ,~, e.~,,T'IFICATE qF AUT'NL7REZATION NUMRF p?2~S - STATF t!F FLQRI4A 4EF:9RTME HA ~ SkilW ean[... aye. - -- 1.2 Available Software/Resources CPH's commitment to quality and on-time projects includes team members staying abreast of the latest technology and capabilities. Staff interchange information electronically with architectural firms, planning firms, surveying firms, and clients. Engineering and drafting functions are thoroughly computerized using AutoCAD/SewerCAD/WaterCAD drafting and associated engineering programs, as well as hydraulic, hydrologic, and general spreadsheet programs. Transportation planning software (FSUTMS) and Traffic Operations (Net-Sim, Passer, HCM, SOAP) are also in constant use. Currently in use are: / Over 240 Pentium 2 thru Pentium 4 Desktop Workstations / Windows Server 2000 / Wide Area Networks - VPN via Cisco Routers / High Speed Internet Access / Windows 2000 Exchange Server / High Speed a-mail, FTP, and WEB services on- line / 10/100 Ethernet LANs in all offices / Windows 98Se - Windows XP Professional Operating Systems / Microsoft Office 2000 -Microsoft Office XP Professional; Office 2003 / Powerful large format printing capabilities in all offices / High Security and Virus protection company- wide / ACAD 14 through 2004, Land Desktop 3, Microstation, Autoturn 4.1 / WaterCAD, Ponds, ICPR, ArcView, MColor and many others Graphic Illustration Software: / Adobe CS Design Suite / Adobe PDF Writer / Macromedia Flash 5 / Macromedia Ultra-Dev / Macromedia Fireworks / Corel Graphics Suite FAST RESPONSIVENESS __. .- ~, ~ , _- ', _ aa'. ., w PROFESSIONAL ENC,IIVEERING SERVICES FOR THE SEWER SYSTEM MASTER PLAN !,~ PDATE Z Q~ 6 RFP No. 06-1 1.3 Organizational Chart David A Gierach, P.E. I'ri n cf foal -in-~~ta rge Wade Olszewski, P.E. Prograrrr Mana~cr~ Benjamin M. Fries Project ~larzagt>r Terry M. Zaudtke, P.E., DEE David A. Mahler, P.E. ~1~1ft 1t 'T cthrrcal A~si~tcrracc i i _ t _ a __ Gerald M. Cox William Howe, P.E. Ying C. Lee, P.E. Mark Lamoureux, P.E. F'rojeci Erzh~ineer Project Erz~~ir~eer Proje~'t Lrr~irzeer Arojc~ca t~n,~ineer° Cost Esfirnation 1.3.A Management Approach Our management adheres to the TQM approach. Management and design personnel are not separated......top level people are involved directly in the design of projects on a day-to-day basis and all levels of personnel are invited and encouraged to help decide how a project is developed. This philosophy allows CPH to utilize the design experience of management personnel and for production personnel to feel a part of the process and strive for quality. The firm is client-oriented. We want the client to participate to his/her maximum desire in the development of the project so that the end result is what the client wants and needs, the first time through. KNQWLEQGEABLE STAFF Design & Engineering Environmental Science .Surveying & Mapping Landscape Architecture Irrigation Design Architecture Master Planning Construction Management Permitting CEI Services Quality Control/Assurance Cost Estimating s e • -mss.... ;~ _ _~ ;~~- :~ ~ J ,y, -~-„'~,~®~ ~ _ _.. a ., PROFESSIONAL ENGINEERING SERVICES FOR THE SEWER SYSTEM MASTER PL,~-N; I„1 PDATE Z C! D 6 RFP No. 06-1 1.3.B Project Staff Qualifications Wade Olszewski, P.E. Project Role: Program Manager David A. Gierach, P.E. Project Role: Principal-in-C{targe Mr. Gierach serves CPH Engineers, Inc. as President. He has specialized in planning, design and engineering services during construction for road projects, water, wastewater, and reclaimed water type projects. He has prepared Master Water/Wastewater/Reclaimed Water Plans for clients such as the City,_of Casselberry, Winter Springs, Volusia County, Seminole County, the U.S. Navy, and others. He has extensive experience in the design of major wastewater treatment plants, water reclamation facilities, wastewater collection systems, control and SCADA systems, and reclaimed water systems, and he has provided such services to clients including the Cities of Sanford, Lake Mary, Casselberry, Winter Springs, Orlando, the U.S. Navy and Volusia County for numerous projects. He has extensive experience in the design of water supply, treatment and distribution systems, and has provided services to the Cities of Sanford and Casselberry, Sanlando Utilities, Volusia County, and others. Mr. Gierach also has experience in stormwater management, land development projects, recreational facility design and road design. He has provided services in these fields to various private clients and to public clients such as the U.S. Navy, City of Lake Mary, Volusia County, Seminole County, and others. Mr. Gierach served four years as an Officer in the United States Navy, Civil Engineer Corps before joining the firm of CPH. During his time in the Navy, Mr. Gierach served two years as the Assistant Officer in Charge of Construction at Naval Weapons Support Center, Crane, Indiana. His responsibilities in this position included assisting in the supervision and operation of a contract administration staff consisting of four engineers, seven construction inspectors, and four contract specialist personnel. In addition, he served as Project Manager in charge of the contract administration of construction contracts valued at over $6 million annually. Academic Credentials B.S. Environmental Engineering, University of Florida, Gainesville, Florida Mr. Olszewski serves the firm of CPH Engineers, Inc. as Project and Branch Manager for the Jacksonville office of CPH. He serves both public and private clients in his areas of expertise of Environmental and Civil Engineering. These projects include work in land development and municipal engineering, including surface water management, potable water supply, sanitary sewer systems, and wastewater treatment. Mr. Olszewski has served as Project Engineer for the City of Winter Springs, City of Casselberry, City of Orlando, and the Seminole County School Board. He served as Project Engineer for a sew_ er rehabilitation project for the U.S. Navy on Guam. Prior to joining CPH, Mr. Olszewski was employed by the University of Florida, in 1992, under a research grant to study the ability to e~Pand denitrification capacity at he Kanapaha Water Reclamation Facility. His primary ~. _._._ resporisibilfy was the analysis and reporting of wastewater characteristics, including nitrate and nitrite concentrations using ion chromatography, total suspended solids by gravitation methods, and chemical oxygen demand. From 1990 to 1991, Mr. Olszewski was employed by Morey and Sabin Construction of Stuart, Florida. As estimator at this multi-million dollar construction firm, his responsibilities included quantity surveys, coordination and negotiation of subcontractor bids, the preparation of bid proposals, writing and editing specifications, and coordinating the contract documents with the Project Superintendent. Academic Credentials University of Florida Bachelor of Science Degree Environmental Engineering, 1993 University of Florida Bachelor of Science Degree Building Construction, 1989 Kt3t(ULEDGEAB~E STAFF _:.. _. ~„ 'f ,. ,, . ~:. . <~ PRDFESSICINAL ENGINEERING SERVICES FDR THE SEWER SYSTEM MASTER PLAN L! PDATE Z O D 6 RFP No. 06-1 Benjamin M. Fries Project Role: Project Manager William Howe, P.E. Project Role: Project Engineer Mr. Fries is Vice-President and Project Manager in the Environmental Engineering field for CPH Engineers, Inc., and has been with the company since 1986. Mr. Fries has specialized in Environmental Engineering projects, and his work has included: master planning, design, permitting and construction of water, wastewater, reclaimed water, wastewater collection system, sludge management systems, and water quality modeling projects for numerous municipal and private clients. Mr. Fries also provides training, safety, PSM, RMP, Vulnerability Analyses, SCADA system designs, and Operation and Maintenance Services for all of CPH's water/wastewater system clients, as required. He has participated in water and wastewater planning activities, with special emphasis on advanced water and ~. __--- - wastewater treatment, corrosion control, `water reclamation, ckiemical and biological processes, process kinetics, sludge_managemenf systems, and issues for all -_ of CPH's municipal and private clients. Ben is experienced in municipal water and wastewater project engineering, project management, construction administration, start-up, training and O&M services. Mr. Fries was the Project Manager / Engineer in responsible charge for all of the designs for the following wastewater treatment projects: • Sanford North Water Reclamation Facilities • Casselberry Water Reclamation Facility • Volusia County SE and SW Regional WRF • Sanford Vacuum Sewer Collection System • City of Sanford Class A/AA Sludge Management System Academic Credentials M.S.E. -Environmental Engineering, 1986, University of Central Florida B.S.E. -Environmental Engineering, 1984, University of Central Florida Tau Beta Pi, National Engineering Honor Society Phi Kappa Phi, National Honor Society Mr. Howe serves the firm of CPH Engineers, Inc. as a Project Manager/Engineer. He has over ten years experience, having worked both in the public and private sectors, and is a Registered Professional Engineer in Florida. As a consulting engineer serving commercial and municipal clients, Mr. Howe has designed site improvements, provided engineering design and analysis of the stormwater systems, prepared engineering drawings and specifications, obtained applicable development permits, and represented clients before regulatory agencies and municipal boards. Before joining CPH, Mr. Howe worked in St. Augustine, Florida for a private engineering firm dealing with large scale commercial land development projects. Typical responsibilities involved re-zoning petitions, DRI modifications, site master-planning, design, permitting and construction oversight of each project. From 1996 to 1998, Mr. Howe worked with the Water/Wastewater Utilities Division of the Navy_ P~bUc ,. Works Centerin Jacksonville,~~Florida. Responsibilities included: Oversight of wastewater and water plant operations, capital improvements planning, repair project planning, design, permitting, engineering assessments of plant performance, collection system I/I studies, and distribution system improvements. Prior to 1996, Mr. Howe served the military on active duty as an officer in the Navy Civil Engineer Corps. Mr. Howe's experience with the Navy involved anti-terrorism/force protection facility programming and policy development, project management of airfield improvements, industrial and medical facility design and construction, as well as roadway, utility and stormwater infrastructure projects. Academic Credentials B.S. in Ocean Engineering United States Naval Academy - 1987 d L EA L S~~F~ '1 ~y.. , ~ 4t~rv ~ROFESSICINAL ENGINEERING SERVICES F`OR THE SEWER.~YSTEM MASTER PLAN UPDATE 2006 RFP No. 06-1 Mark Lamoureux, P.E. Role: Project Engineer Ying C. Lee, P.E. Role: Project Engineer Mr. Lamoureux serves the firm of CPH Engineers, Inc. as a project manager in the Jacksonville office. He has managed . comrr~ercial, ,and residential projects . in the -_._ Northeast Florida communities of the City of Jacksonville, Nassau County, St. Johns County and Clay County. Mr. Lamoureux has been engaged in the practice of engineering for over 30 years. He is a registered professional engineer in Florida and Texas and serves both public and private clients in his areas of expertise in Civil Engineering. He has worked on projects for the Florida Cities of Naples, Fort Myers, Bradenton and North Miami and the Florida Counties of Collier, Dade, Lee and Volusia. Typical projects include development of _.cn~nexcial properties and single-family residential subdivisions and involve .the design, permitting and construction administration of roadway and drainage improvements, storm water management and treatment systems, sanitary sewer collection and transmissions systems, potable water main distribution system extensions and modifications and individual waste disposal systems. Prior to joining CPH, Mr. Lamoureux practiced engineering in Naples, Florida for Mark Lamoureux Engineering (MLE). MLE served Southwest Florida Cities and Counties, and private land development companies. Projects performed by MLE include: preparation of land subdivision plats; preparation of storm water management and treatments systems; roadway, driveway and parking lot design; sewage treatment plant design; site soil evaluations; construction management, inspection and supervision of site improvements; project budgeting, estimating and scheduling. Coordination with the Local, State and Federal review agencies was involved and permitting was handled in away that regularly produced agency permits efficiently. Academic Credentials B.S. -Civil Engineering (University of Austin, TX) Mr. Lee serves as a Senior Engineer at CPH Engineers, Inc. He possesses extensive academic training and over --~5_.}rears_of hands-on experience in the Engineering and Management of Civil and Environmental projects. His principal areas of expertise are in the planning, study, development, engineering design, and construction management of mater and wastewater projects, including water distribution systems, ~asiewatef collection systems, reclaimed water systems, water and wastewater treatment and disposal facilities. Prior to joining the firm, Mr. Lee was associated with a large water utility company where he directed and managed all engineering activities pertaining to the planning, development, and implementation of capital improvement programs for the company's water and wastewater utility systems throughout the State of Florida. Mr. Lee also served as Consulting Engineer in Kentucky and Florida for more than l 8 years. During his career with consulting firms, he was engaged in the engineering study and design of numerous municipal water and wastewater projects, and was in charge of over 20 new and existing water and wastewater treatment plant expansion and new construction projects with capacities ranging from 0.3 MGD to 30 MGD. Specific related projects include: ^ Palm Coast LPRO Water Treatment Plant ^ Palm Coast Membrane Softening Plant ^ Palm Coast Lime Softening Plant ^ Palm Coast Wastewater Treatment Plant ___ __ ^ Various other water and wastewater plants in the States of Florida and Kentucky Academic Credentials MS in Environmental Engineering, 1978, Purdue University, Indiana, USA ME in Water Resources Engineering, 1974, Asian Institute of Technology, Thailand BS in Civil Engineering, 1970, Chung Yuan University, Taiwan KNOWLEDGEABLE STAFF k ;s.. ..p,~ ~ ~ _ ~s -~. ~ j ~ . ~~~ ~j :-~ s~-"< _ ._ __ .~,- e ,. : , >_,. .' PROFESSIONAL ENGINEERING SERVICES FOR THE SEWER SYSTEM MASTER PLAN U PDA~,TE ~ OO 6 RFP No. 06-1 Gerald M. Cox Project Role: Project Engineer/Cost Estimation Allen Baker, P.E. Project Role: Project Engineer Mr. Cox has tnwenty-six years of experience at all levels of construction. He has been involved in a wide variety of projects, encompassing multiple trades, in both domestic and international markets. His experience ranges from procurement to final completion (including estimating) of projects with a contract magnitude ranging from five to seven figures. Mr. Cox has experience on projects constructed for numerous agencies of the federal government such as NASA, the U.S. Army Corps of Engineers, U. S. Navy, U.S. Air Force, Florida Keys Aqueduct Authority, as well as state and local governments in Florida. Private sector work includes clients such as Computer Science Raytheon, Lockheed-Martin, Pan American World Services, and Sun International. Mr. Cox has competently managed projects in remote locations with limited resources, and achieved positive results. He has the proven ability to take a project from the bid/ estimate phase through to final completion, including expertise in the following: • Estimating • Logistics • Procurement • Change Orders /Site Instructions • Interpretation of Contract Documents • Safety Program(s) • Scheduling /Budgeting /Job Cost • Contracts /Subcontracts • Submittal Review /Shop Drawings Mr. Cox is an effective communicator between the owner, engineer, and field personnel. He has worked extensively throughout Florida, the U.S. Air Force Eastern Test Range, the Caribbean, and the Bahamas. Academic Credentials B.S.- Building Construction University of Florida - 1976 Mr. Baker serves the firm of CPH Engineers, Inc. in the capacity of Senior Project Manager, with a focus on determining customer's project needs and directing production from design through construction, to ensure that projects are delivered on time and within budget. Mr. Baker's planning and design experience include wastewater collection, pumping and treatment, water supply, pumping, treatment, storage and distribution systems, reclaimed water storage, pumping and distribution, and drainage and stormwater treatment. Recent Projects Include: Daytona Beach, FL -Design-build of on-site chlorine generation facilities for the Brennan Water Treatment Plant. The initial facilities includes two 2,000 Ib. per day chlorine generators and provision for future installation of a third 2000-1b. per day chlorine generator. Eustis, FL -Wastewater treatment and reclaimed water supply. Upgrading and conversion of a 1.8 MGD trickling filter wastewater treatment plant to a 2.4 MGD activated sludge advanced secondary treatment plant with reclaimed water pumping and storage and disposal facilities. The wastewater treatment plant includes aeration, clarification, sludge pumping, tertiary filtration, chlorination, aerobic digestion and sludge dewatering. Volusia County -Wastewater treatment and reclaimed -water facilities. Expansion and upgrading of several activated sludge treatment facilities that include aeration, clarification, sludge pumping, tertiary filtration, aerobic digestion, and sludge dewatering. Academic Credentials M.S. Civil Engineering, The University of Iowa B.S. Civil Engineering, Iowa State University KNawL~~~E;~e~.E s ~ ~~~ ~~,r _. ~. ,. s ".> PROFESSIONAL ENGINEERING SERVICES F'OR THE SEWER SYSTEM MASTER PLAN UPDATE ZDD6 RFP No. 06-I Terry M. Zaudtke, P.E., DEE , Role: Technical Resource David Mahler, P.E. Role: Tec/cnical Resource Mr. Zaudtke serves the firm of CPH Engineers, Inc. as Chief Operating Officer and Project Manager/Engineer for both public and private civil projects in his areas of expertise of Environmental and Civil Engineering. These projects include work in land development, municipal engineering, water and sewer facilities, drainage, waste treatment, and water supply. Mr. Zaudtke has served as the Project Manager and Engineer for the City of Casselberry, U.S. Navy, City of Orlando, City of Winter Springs, City of Lake Alfred, City of Eustis, Seminole County, Orange County, Key Largo Wastewater Treatment District, and Utilities, Inc. Mr. Zaudtke has over 25 years of consulting engineering experience, with technical duties ranging from feasibility studies through construction engineering activities. He _.. has directly worked on all aspects of civil engineering projects, including studies, designs, permitting, inspections, financing and construction administration. The range of projects includes wastewater treatment, water treatment, water supply, water distribution, wastewater collection, sewer system rehabilitation, reclaimed water, storm drainage, and other municipal engineering activities. For over 25 years, Mr. Zaudtke has been working with public and private utilities on wastewater and reclaimed water systems. This involves taking existing treatment facilities and upgrading them to public access criteria. The biological processes are improved and tertiary treatment is added to enhance-the operation and reliability of the facility. Academic Credentials M.S. Civil Engineering -University of Minnesota, 1979 B.S. Civil Engineering -University of Minnesota, 1976 Mr. Mahler serves the firm of CPH Engineers, Inc. both as a Project Manager and Project Engineer for municipal and private clients. Mr. Mahler has been involved with treatment. facility improvements, development of SCADA systems, distribution system design, and modeling and utility line extension projects for both municipal and private clients. He has also been involved with land development and roadway design and permitting for private clients. In addition to the standard computer systems and software, Mr. Mahler has extensive experience with job specific programs for water distribution and sanitary sewer system modeling and utility SCADA Control Systems. In municipal government, Mr. Mahler has experience in water quality and supply studies, water, wastewater and reuse systems and capital improvement programs, water distribution modeling, operation of a municipal solid waste operation, which included a landfill, residential and commercial refuse operations, collections and recycling, as well as supervision of personnel and budget preparations. Mr. Mahler has worked as a Project Manager for private developers, utility companies and local governments on a variety of projects including water and wastewater treatment plant design and modifications, utility collection and conveyance system design and permitting; roadway design; stormwater management system design as well as studies, inspections, financing and construction administration. His experience in land development consists of civiUsite engineering for commercial developments, residential subdivisions, Planned Unit Developments. Academic Credentials Bachelor of Science in Environmental Engineering, University of Central Florida KNQWLEDGEABLE STAFF m c~ O z N .. ~-n- ._ _ _; . _,. ,~ .. r, :: PRflFESSICINAL .ENGINEERING SERVICES FOR THE 5 EWER SYSTEM MASTER PLAN UPDATE 20^ 6 RFP No. 06-1 2.0 Client References references: CPH Engineers has served many clients under continuing Miscellaneous Contracts. Currently these clients are as Orlando Eustis follows: Mr. Alan Oyler Mr. Michael Stearman Wastewater Bureau City Manager Orange County Misc. Utilities Phone: 407/246-2213 Phone: 352/483-5430 Consulting Services (Since 2002) Projects include lift stations, plant Winter Springs Lake Alfred revisions, water mains, force mains, Mr. Kipton Lockcuff Mr. Ray Leibensperger pumping systems, construction Utilities Director City Manager administration for projects within the Phone: 407/327-5989 Phone: 863/291-5270 Orange County Public Works Utilities Department. Sanford Lake Mary Mr. Paul Moore, P.E. Mr. John Litton Orlando Miscellaneous Continuine Consultant Utilities Director City Manager Contract (since 19921 Phone: 407/330-5600 Phone: 407/324-3000 We provide miscellaneous services for Casselberry the Project/Construction Management Department of Wastewater Bureau. We do lift stations and sewerage projects for the city. • - • • • Winter Springs Continuine Consulting Services Client Since Sanford For these clients, we have continuing Toho Water Authority 2004 Casselberry service contracts. Work performed Sanford 1958 Eustis covers a wide variety of projects such Casselberry 1965 Lake Alfred as: Winter Springs 1974 Lake Mary • Transportation/Traffic Cape Coral Water Lake Mary 1975 Titusville • Wastewater Eustis 1977 Lee County • Storm water Orlando 1984 • Planning Orange City 1985 • Reviews Edgewater 1985 Deland 1997 We serve as an extension and advisor to Palm Coast 1998 their staffs, assisting them with their Lake Alfred 1999 engineering needs. Daytona Beach 1999 Titusville 2002 Cape Coral 2004 Key Largo 2005 Volusia County 1974 Seminole County 1975 Orange County 1985 Lee County 2004 RIiTI SHIPS... TR K SI~I ~ - ;, ~ ... rr ~ ~-s PROF'ES~iiONAL ENGINEERING SERVICES FOR THE SEWER SYSTEM MASTER PLAN UPDATE ,~QO6 RFP No. 06-1 2.1 Master Water/Wastewater Plans Palm Coast Master Plan (Water/Wastewater) CPH has assisted the City in the evaluation of the existing utility system condition and determination of the utility system valuation during the purchase of Florida" Water 'Servioes`PalmCoast Service Area. CPH also assisted the City in developing a 5-year Capital Improvement Program (CIP). The rapid growth within in the Palm Coast service area was considered when the 5-Year CII' was developed. Revenue Bonds were used to pay for the purchase and some of the Capital Improvements. Florida State Revolving Loan Funds will be used to pay for some of the wastewater system improvements. Connection Fees and Developer Fees will also be used to pay for some of the Capital Improvements. CPH has provided engineering services for the utility system valuation, preparation of the Valuation Report and the Bond Feasibility Report. CPH prepared a Facility Planning Report, design and permitting of the CIP, and engineering services during bidding and construction of the proposed CIP improvements. The Palm Coast 5-Year Water System CIP includes the following: New Florida Aquifer Wells, raw water mains, RO Water Treatment Plant expansion from 3.19 MGD to 6.28 MGD, RO Concentrate Disposal, Shallow Wellfield expansion, Lime Softening WTP improvements, R&R projects, and blanket projects. Volusia County Master Sewer Plan CPH prepared a .mater sewerage plan (short to intermediate range) for the sanitary sewer system in the West Volusia County area. The plan included flows from the Orange City area, Four Townes area, DeBary area, and other areas to the west and additional areas to the south and east of I-4. CPH's study resulted in the development of various alternatives to satisfy wastewater treatment needs and provided cost comparisons for the alternatives identified. CPH worked with the County to develop an implementation schedule based on development agreements, budgetary constraints, etc. Master Water/Wastewater Plan Winter Springs, Florida CPH performed master planning services for the City of Winter Springs. Services included water supply, water quality, and distribution system analysis for the water system and collection, treatment, and disposal for the wastewater system. The ability to service the utility service area was determined based on existing population data and projections from the City Planning Department. CPH examined the capability of all the existing facilities and described recommended improvements over the planning period. Information from these plans was utilized to formulate the Comprehensive Plan Utility elements. The Palm Coast 5-Year Wastewater System CIP includes the following: Wastewater Treatment Plant expansion from 4.0 MGD to 6.0 MGD, master pumping station, pumping station upgrades, pumping station generators, sewage force main construction, private effluent pumping system expansion, - reclaimed water mains, R&R projects and blanket projects. CPH will provided facility planning, design, permitting, construction administration and inspection services during the construction, as well as training services, operation and maintenance services, SCADA orientation and development of an Operation and Maintenance Manual for the expanded treatment facilities. CLIENT SATISFACTION ~ - ~. •e....~. ~: - _. _ ,. _. PROFESSIClNAL ENGINEERING SERVICES FAR THE S EV1/ER SYSTEI~1 MASTER PLAN UPDATE Z Q0 6 RFP No. 06-1 Sanford Capital Improvement Program Sanford, Florida As Engineers for the City of Sanford, our firm has been involved in the 201 planning, design, and construction phases of a $4~0 million overall improvement program. The 201 Facilities Planning for the Ciry of Sanford involved extensive investigations into disposal sites, including dedicated large tracts, privately owned residential properties, as well as golf courses and municipal properties such as parks, golf courses, and city complexes. The overall improvement program includes sludge treatment; construction of facilities to remove the effluent from the lake via a major water reuse program, including tertiary filtration, alum addition, and high level disinfection with reclaimed water storage; pumping, transmission, and irrigation systems to irrigate the City's Mayfair Golf Course, the nearby private Timacuan Golf Course, City parks, residential irrigation, and a 2000 acre multi-purpose agricultural parcel. A major stormwater system was designed for the 2000 acre disposal facility. During the development of the construction plans, we determined the required flow based on the application rate for each individual site, and set up irrigation schedules utilizing computer modeling to perform the required hydraulic calculations, and selected piping and fitting materials. We evaluated, on a city-wide basis, the most cost-effective areas for immediate expansions of the reclaimed water system to provide additional residential irrigation. The project also included access road improvements, water lines, force mains, drainage improvements, and miscellaneous site improvements. Design of the agricultural reuse site, and removal of the surface water discharge from Lake Monroe, required extensive environmental specialist work. The issues on the Sanford Project included wetlands, endangered species protection, and water quality considerations for Lake Monroe and the St. Johns River. A SCADA System was also installed for the reclaimed water and wastewater systems. .,, _ _ 2.2 Sewer Systems/Infrastructure Projects Vacuum Sewer System Sanford, Florida CPH provided for planning, design, permitting, and services during construction for an innovative vacuum sewer collection system for the downtown City of Sanford service area. The project was funded by an EPA Grant. The project resulted in the separation of the combined sewer/stormwater collection system. Project components included construction of a vacuum sewer collection system; construction of the lift stations and force mains, including one vacuum sewer pump station and three gravity sewer lift stations; and construction of the vacuum sewer service laterals. The unusual vacuum system was selected due to the need to install replacement sanitary sewers in confined, narrow, 14-foot wide alleys containing storm sewers, water mains, and gas lines. Cape Coral Master Pump Station and Forcemain Cape Coral-, Florida This was aDesign/Build project with the City of Cape Coral, Florida for a new master pump station (number 200), replacing the existing pump station located in the median of a major roadway. This station serves an area of approximately 10 sq mi. and is among the most populated areas in the City. CPH and Source, Inc. performed engineering design and construction services for the project. The new station includes two 12 ft. diameter wetwells in parallel, each having three 66hp submersible pumps installed. These larger pumps increase the new lift station capacity by approximately 25% over the old station. The new station is fully equipped with an emergency back up generator, an accompanying fuel system and a completely enclosed control room and generator building. An odor control unit is also incorporated, filtering any odorous air from the wetwells through an efficient and effective carbon filter system. This project also involved diversion of a contributing Lift Station (number 317) from the old master pump station, and provided a new connection to the forcemain leading to the Southwest Water Reclamation Facility. Diversion of this lift station has significantly reduced sewage loadings at the master station. Approximately 6790 LF of forcemain was installed through a residential area, with GLIENT SATISFAGTIQN ~ ~r~. ~~ ,... ,,, PROFESSIONAL ~NGINEERfNG SERVICES FOR THE 5 EWER SYSTEM MASTER PLAN UPDATE 2 0 0 6 RFP No. 06-1 keen attention to efficient, quality restoration. Lift station 317 was also upgraded to provide additional pumping capacity of approximately 30 to 40 %, and the existing wetwell was refurbished and coated with a protective liner. Three new submersible pumps were installed at 34hp each, and a new valve vault was placed in service. These lift station improvements were all made without interruption of sewer service. The new forcemain arrangement also has the advantage of directing flows from the station toward either of the City's two water reclamation facilities U.S. 17-92 Utility Plans T~olusia County, Florida CPH prepared a utility plan for Highway 17-92 corridor from Plantation Road to Enterprise, which establishes the size, location and cost for new, relocated or upgraded water and sewer utilities for the corridor. This utility plan was utilized by the County for evaluation of funding alternatives and served as a basis of design for the preparation of final utility improvement plans. CPH prepared final design plans for three FDOT road projects for construction over 3 miles of 16" water main and 1.5 miles of gravity sewer, new lift station, one mile of new and relocated forcemain, and removal and abandonment of existing utilities. The utility work was coordinated with FDOT and the road designer to allow construction by FDOT under a Joint Participation Agreement. Live Oak Water Main and Sanitary Sewer Main Extensions Suwannee County, Florida CPH prepared engineering plans for the construction of 11,000 L.F. of 16" water main and approximately 600 L.F. of 8" gravity sewer along U.S. 129 from the City of Live Oak to the I-10 interchange area in Suwannee County. Services included working with the City and the County in estimating future growth and water demand in the interchange area, estimating sewage flows and potential service areas to accommodate future extensions, construction cost estimates, preparation of bidding documents, and assisting the County in the bidding and construction administration inspection of the project. CPH's responsibilities also included preparation of permit applications to FDOT and FDEP. The project was completed on time and in budget. Grant Line Road and Wayside Drive Utilities Construction Seminole County, Florida CPH prepared engineering plans for the construction of 12,000 L.F. of gravity sewer (8"-18"), 16,600 L.F. of water main (8"-16"), and 10,000 L.F. of reclaimed water main along proposed Grantline Road and Wayside Drive, between CR 46A and SR 46 in Seminole County. Services included providing assistance to the County to determine estimated flows based on future population projections, depth of the sewer system to best serve future development, and locations of stub-outs for future connection. Construction cost estimates for the various options available for future service provisions were determined in order to assist the County with its current utility planning. In conjunction with the preparation of engineering plans, the project consisted of review of County technical specifications, and preparation of sewer, water, and FDOT utility permit applications. The work was completed on time and within budget. <1 ~. ~ ~~ ~, ,, ~ . >- ~` ~~- b'= ~,~ ; p ~i~ yt - _~ CLIENT SATISFACTION ;_ ... ,~"' PROFESSIONAL ENGINEERING SERVICES FAR THE 5 EWER SYSTEM MASTER PLAN UPDATE Z D O 6 RFP No. 06-1 Country Club Road Utilities Relocation Sanford, Florida In connection with the final design of S.R.. 417, Section 2, CPH provided engineering services for the City of Sanford for utility relocations. A major 24" water main and a 12" force main existed along the C.R. 46-A corridor. These utilities had to be relocated in order to allow de-mucking along C.R. 46-A near the proposed S.R. 417 overpass. The 24" water main was rerouted from C.R. 46-A to Country Club Road ,then east on Country Club Road to Old Lake Mary Road, then south on to C.R. 46-A to connect back to the existing water main. The 12" force main was also relocated on Country Club Road, paralleling the water main and Old Lake Mary Road to the existing 12" force main at the Old Lake Mary Road /C.R. 46-A intersection. 2.2 Grant/Funding Capability CPN Engineers has current experience with the State Revolving Loan Program and has developed an excellent working relationship with the Florida Department of Environmental Protection Wastewater Financial Assistance personnel in Tallahassee. CPH personnel worked on one of the earliest loans processed under the SRF program and has had extensive experience in the FDEP and EPA Grant programs prior to the development of the SRF. David Gierach of our firm, serves on the Technical Advisory Committee to FDEP-Tallahassee on the SRF Program. Our experience is such that we were requested by FDEP-Tallahassee to update their staff on Drinking Water Treatment technologies and we provided that service to them via a seminar that was attended by FDEP and St. Johns River Water Management staff along with various local municipalities. Dirksen Drive to Highbanks Road, S.R. 15/600 (U.S.17-92) Volusia County, Florida CPH prepared fmal design plans for the construction of 7,000 L.F. of 16" water main; 5,100 L.F. of 10" gravity sewer; a new lift station and 1,200 L.F. of 8" forcemain to allow construction by FOOT under a Joint Participation Agreement with Volusia County (WPI No. 5118873; Section 79040-6515 The design phase entailed extensive coordination with other utilities within the right of way, with FDOT's roadway deign consultant and with the FOOT utility coordination department. The project included the preparation of utility relocation schedules, technical special provisions, computation booklet, and summary of quantities and cost estimates in support of the JPA. The road project included widening of 17-92 from two lane to four lane road section with center turn lane. Water and sewer laterals were extended to all development along the corridor. CPH also provided engineering services during construction. CPH has been involved with grant and loan funded projects well over $150 million, and we have represented various clients and have worked with FDEP Tallahassee personnel for over fifteen years. As an example, CPH served as Engineer for the City of Sanford and assisted in obtaining some $20 million dollars in grants and loans for an overall $40 million improvement program. CPH prepared the 201 Facilities Plan, Capital Finance Plan, Dedicated Revenue Hearing Documentation, Sewer Use Ordinance, Dispute Resolution Ordinance, Certifications of Site Availability, Requests for Disbursements, and other documentation required for the loan and grant program. CPH provided complete design and services during construction including inspection for the improvements. CPH has also had experience with several Preconstruction Loan projects for Volusia County, the City of Casselberry, and the City of Oviedo, completing the Request for Inclusion, Facilities Plan, Dedicated Revenue Hearing Documentation, Dispute Resolution Ordinance, Sewer Use Ordinance, and Reclaimed Ordinance. With CPH's involvement and completion of these documents for various entities, the firm is in an excellent position to assist in any .contemplated projects. Clients whom we have assisted on grant or loan funded projects include: City of Sanford, City of Casselberry, City of Lake Mary, City of Eustis, City of Winter Springs, City of Venice, Seminole County, Martin County, Volusia County, and Sanlando Utilities. CLIENT SATBSFACT(QN i~r , m n O z w t . .. _. ~ 1 P'R~FESSIONAL E'N131NEERfNG SERVICES Ft~R 'THE SEWER .SYSTEM MASTER PLAN UPDATE Z D 0 6 RFP No. 06-1 3.0 Project Approach Project Approach/Management CPH has reviewed the Request for Proposals (RFP) and is very interested and excited about participating in this major undertaking for the City of Atlantic Beach. The approach to master planning and capital improvement programming is not new to CPH. We bring a strong background in wastewater collection, wastewater treatment, water reclamation facility, sludge management, reclaimed water and energy efficient systems design to the City; all of which are instrumental prerequisites that will enable CPH to provide the City of Atlantic Beach with a thorough and timely analysis for updating the City's Sewer Master Plan and subsequent 10-year Capital Improvement Program. Planning /Kick-Off Meeting Within the first week the design team will develop a comprehensive Project Work Plan and will meet with representatives of the City of Atlantic Beach to gain consensus on the objectives, needs and direction of specific project issues. The Work Plan will include a detailed description of the scope of services for the Project. Upon the completion of the Project Work Plan, the design team will acquire the previously collected data from the city staff and begin the systems analysis. All planning and coordination issues will be under the direction of Mr. Wade Olszewski, P.E., the CPH Jacksonville branch manager. Evaluation of the wastewater treatment plant processes We have assembled a "seasoned" Project Team with extensive design experience to ensure a "timely" completion of the Project for the City of Atlantic beach. We will support our Project Team with the.. necessary subconsultants to provide seamless supplemental data collection and analysis required to support the city provided data in the production of the updated Sewer Master Plan and 10-year Capitol Improvement Program. CPH's project approach is to divide and conquer; simply put given the short length of time and the extent of the data to be collected and analyzed, separate engineering teams will work simultaneously on the wastewater treatment and wastewater collection system data analysis. A more detailed description of the CPH Team's approach including each process analysis is described as follows. A CPH Team headed by Mr. Ben Fries, and under the general direction of the CPH program manager, Jacksonville, will conduct the evaluation of the wastewater treatment plant processes for both the 3.0 MGD Plant No. 1 (1100 Sandpiper Lane) and the 1.9 MGD Plant No. 2 (739 Renault). An example of the extent of the CPH Team abilities to conduct the detailed analysis including TMDL, Solids Handling, and overall plant design is best represented in the following description of a state of the art water reclamation facility recently completed as follows; The CPH team has recently completed the design of a 6.0 MGD "advanced" water reclamation facility for the City of Sanford, Florida. The initial design and construction of the facility will provide a CO[tPLETE TURN-K`Y SC}LUTfC}f5 ~ - ~~; .. .. PROF'ES5IONAL ENGINEERING SERVICES FOR THE .~~'iEWER SYSTEM MAJ'iTER PLi4N UPDATE :d0~6 RFP No. 06-I capacity of 2.0 MGD, with two future expansions of 2.0 MGD each, for abuild- out capacity of 6.0 MGD. The facility is part of overall wastewater management system expansion and is being funded through the State of Florida SRF Loan Program, thereby requiring Facilities Planning through FDEP-Tallahassee. The preliminary design approach involved evaluating all of the potential unit operations and processes cur- rently available (common, "state-of--the-art" and innovative/ alternative) for primary, secondary, tertiary and biosolids treatment. Alternatives were evaluated based on the following criteria: A design matrix was generated for each of the potential unit operations and processes and the top two (2) alternatives in each analysis were further evaluated, with the Owner, through a site inspection of equipment at existing wastewater and water reclamation facilities and discussing operation and maintenance issues with facility personnel. Upon this final evaluation, the "preferred" alternative was selected. This type of preliminary design approach, involving the design engineer, City Engineer, and facility operational personnel throughout the entire design process, "galvanizes" the "team" approach and ensures the "success" of the Project. 1. System reliability. 2. Operation and maintenance require- ments. 3. Level of staff required for operation of the operation/process. 4. Energy efficiency of the process. 5. Flexibility of the design. 6. Ability to operate efficiently during flow variations. 7. Ability of the process to operate automatically and remotely. 8. Sludge production rates. 9. Loading criteria. 10. Oxygen requirements and transfer. 1 1. Safety considerations. 12. System complexity. 13. Side streams generated. 14. Environmental impacts. 15. Capital cost. 16. Operation and maintenance costs. The "new" Sanford South Water Resource Center is a highly advanced treatment facility utilizing "state-of--the-art" and innovative/alternative technologies. The facility is designed to operate utilizing "phased oxidation ditch" technology. The biological treatment system is capable of producing an effluent that meets "advanced" standards with an energy reduction of 25 - 40% over most conventional biological treatment systems. The facility is also designed to operate without the use a sludge digestion system and consists only of a single sludge holding tank. In addition, the sludge will be treated, through a_heat drying system (sludge volume reduced 90%) to produce a Class "A/AA" biosolid per EPA Part 503, that can be applied anywhere. In addition, the treatment facility can be' "remotely-operated" from the existing Sanford North WRF through the use of a comprehensive SCADA system, thereby reducing the Plant Staffing required by Chapter 62- 699, F.A.C. C LETE T L fil ~ ~~ ~-~ ~. ,, - F„~ _, _ > . .. PROFESSIONAL ENGINEERING SERVICES FOR THE SEWER SYSTEM MASTER PLAN UPDATE ZOO6 RFP No. 06-1 CPH is also currently evaluating, in full-scale pilot plant systems, two cutting edge technologies that, if applicable, could provide significant cost saving to the biological and sludge treatment systems at water reclamation facilities. The first technology being evaluated has the potential to provide simultaneous ~itrification/denitrification within the existing biological treatment system. This type of treatment reduces the amount of nitrogen being discharged in the reclaimed water or effluent and also provides a cost saving as the aeration systems are not constantly operating, thereby significantly reducing electrical and O&M costs. The second technology is a biochemical treatment system for aerobic digestion systems that allows the digesters to operate without oxygen being added to the reactors. Therefore, no aeration systems and air compressors are required in the operation of the digester. This significantly reduces capital and operation and maintenance costs. In addition, the sludge volume is reduced by 25-40% and polymer costs are significantly reduced when operating thickeners and/or dewatering devices. Evaluation of the wastewater collection system A CPH Team under the general direction of the CPH program manager, Jacksonville, will conduct the evaluation of the wastewater collection system simultaneously with the wastewater treatment process analysis. CPH recommends converting the existing schematic data, along with supplemental newly collected data into a "Sewercad" .format for current and future analysis. This will enable CPH and the City to readily conduct numerous scenarios throughout the system in order to provide a more accurate look into the 10-year capital improvement plan. Given the short duration provided to conduct this analysis CPH anticipates employing independent services to provide t._ additional pump draw down data while simultaneously conducting a table top analysis of the data being provided by the City. Having previously conducted similar system analysis for the City of Castleberry, the City of Eustis, and most recently the City of Titusville, CPH is very familiar with this process. CPH is on the forefront of the newer treatment technologies available and will bring this type of expertise and process evaluation with them in the analysis of the City of Atlantic Beach's wastewater treatment facility master planning project. C ~l= T T- Y L TI ,. ., E,-. .. - .?rT. PRQFESSICtNAL EN[31NEERING SERVICES FDR THE S~~~R SYSTEM MASTER PLp-N, 1~..1PDATE .2006 NFP Na. 06-1 10-year Capital Improvement Program During the data collection and analysis process for the wastewater master plan, system capacities, deficiencies, and future needs will begin to become evident. As these tasks are identified a list will begin to be compiled for use in up-dating the 10-year capital improvement program. Once the extent of the list becomes evident the CPH Team will provide the required priority, scheduling, and cost analysis for the City's consideration. CPH has worked closely with numerous municipalities on a continuing basis updating their respective Capital Improvement Programs on regular intervals. Most recently the CPH staff completed the Capital Improvement Program for the City of Palm Coast. CPH will work with the City in order to maintain the "pay as you go" policy, additionally, CPH works continuously on behalf of our clients to pursue grants and low interest loans in an effort to keep capital improvement cost to a minimum. systems, and have an excellent and close working relationship with all of the regulatory personnel. CPH has extensive experience in the preparation of Wastewater Plant Permit Renewal and does not anticipate any problems with meeting the assigned schedule. Additionally, CPH has worked in recent years in re-rating plant capacities as it pertains to there current permitting, and has been successful in increasing plant permitted capacities without plant modifications, based on plant performance data and analysis. DEP Permitting CPH has extensive experience in the permitting of wastewater collection and transmission systems, wastewater treatment, water reclamation, augmentation and biosolids management facilities, and reclaimed water systems as well as innovative and alternative treatment technologies. We have successfully worked with local FDEP District Offices, the state FDEP Office (Tallahassee), local water management districts, and the U.S. EPA (Atlanta) on many water and wastewater projects, including innovative and alternative CC3I~PLETE TURN-~~E`~ SQLUTIC}~~S '~ s m n --~ O z :-.n.. .:.. _ w _ __ ~: P`RDFESSiDNAL ENGINEERING SERVICES t= DR THE Si EWER SYSTEM MASTER PLAN UPDATE 2 Q D 6 RFP No. 06-I 4.0 Staff Availability and Capability to Meet ~ ~°~°°~~e~~ Pr°ductl°n CapabBky=3100,D00 Deadlines 4.1 Team Member Workload -`-"`~: m «. ~. .`~~_ - --~~.: ~„ __ ----- David A. 20 % 2U°io 20°,% The graph depicts our current contracted G;erach backlog with no consideration for any additional wade 84% ~5°~~ 95°'~ work. The current workload will spread over 18 Olsze~~ ski Benjamin 85% 92%u 95% months. F~.1eS Our current production capability is $3,200,000 Mark 7s°% 80° o so°% per month. With that capacity, there are more Lanx,ureux than adequate personnel hours to cover the William 75°~0 85°%0 95°~ workload. Howe Gerald M. 75°~0 90°,b 9~°,~0 Cox Ying C. Lee 70% 80°io 90°% Terry M. 20 % 20°% 20% Zaudtke David Mahler 45% 65°Q 7?% 4.2 Current/Projected Workload The current and projected workload of our team is such that we can provide responsive service to City of Atlantic Beach, whom CPH considers a most valued client. We are well staffed and equipped and with our nearby location, believe that we and our team members can provide a high quality, professional service to the City that is completely responsive and cost effective. AVAILABLE STAFF A~1D EQUIPMENT ~' T'. 3' C N ''. C, ~: al ,m _r ~' _ ~ c Y O q! ~ ~ '.. '... lC f6 C C N C N - ~p Q' W W ^ Q Q Q fQ U N r N (~ ~' c ~ in a m u-' y m E . °~ _ o .Q ~ ~ d a>' u. ~, m ~ ~ m! ~: c, m! -~ N tp C ~ C ~ N l9 ~ r N N ~ ~, m o E ~ ~ 0 U 3 °~ o U c ° . d Z ~ "= . d rn Q G ~ ~ ~ `~ a F ~ a cn d ~ ~ ~ T o o m h a o rn a c m ~ ~. ~ N ~ O U O V U c N O ~ ~ .U n- ~ ~- ~ ~ '' c ¢ a; y U m g V m g _m ~ c o ' c Y as ~ T cA o U ~ m m m - ~ ~ C ~ ~ L c ~~ ~' ~ cL Q :.. Y c ~ N O ~ O U . m N F~-'',d ~ U Q ~ U g U ii w U W .'.. O! U ~c --- m ~n «o Q~ T~ 1 ~ (~ o ~'r U~ ~~ ~ (6 ~. O m n O z _. .- ~, ._ ~ s ,- ~ -:. ~ r - -a --~- ,, E r_ :. .,. PF~OFESSIONAL ENGINE-EKING SERVICES FOR THE SEWER SYSTEM MASTER PLAN UPDATE ,006 RFP No. 06-1 5.0 Financial Responsibility/Insurance A. Form of Business Corporation B. Number of Years in 24 Years Business C. List of Names Used None D. Bank Reference Corporate Checking Account: SunTrust Scott Ricker 200 S. Orange Avenue Mail Code 2063 Acct # 00 01604751220 Orlando, FI 32801 407-237.6832 (fax) 407-237.5510 Merrill Lynch Cash Management Account Doug Woodman or Ed Wojcik 407.839.2531 Acct # 772-07G13 Acct # 740-02004 Acct # 740-02005 E. Credit Ratin s Dun & Bradstreet# 058232349 TaxID# 59-2068806 F. Lawsuits None G. Trade References Triangle Reprographics Capital Office Products 417 West Gore Street P 0 Box 1671 Orlando, FI 32806 Daytona Beach, FI 32115 407-843-1492 1-904-238.1177 Customer # 7349 Winter Park Blueprint Vol. Blueprint & Supply 300 N. Orlando Avenue 908-C South Volusia Maitland, FI 32751 Orange City, FI 32763 407.647-3034 1-904.775-2333 L STANDING C3 I~~ITT T i ;. t t ~. G'. PROFESSIONAL ENGINEERING SERVICES FDR THE SEWER SYSTEM ~IIASTER PLAN UPDATE ZDD6 RFP No. 06-1 5.1 Financial Responsibility/Insurance mr, ~ . ~ n T~ " ~ ~~A ~ ~ ~ ~ ~ I 1V"li l G iJ .C~Lc.Y#Yn+ ~/ rE~ 13 5 7 IMLr G71i~.. 1 1 #~ ~J --_.m,.m.,,~....~_._.. ~..„... rr.n ~i'r~ - ~......._...r.__ _,.w .. _ 7fi'%5 RTIFICAT~ ES IS UEII ?S ?MATTER OE {NEORMAitON HKH Company of CWrranrla QNLY ANG iNOHFCfC8 NO RGHTS UPON THt CE R'IFtCAFE $6D 4. Magnolia Ave, Sttr 18gU HOLbER- THIS CEMw:E;CA7E D•~ES YOT AMEND. EXTEND G'K A.TER THE COVERAGE AEf ORpEO BY FkE POLICIES e3ELOW, ____-- Ipi7 pas 1982tN1 xip 3:BS3t --- ', crlandex, Ri. 32193 iti ;UR£RS AFFORDING COVERAGE ' .. -:,, Aseunn_n CompanylHomohutdcrs CRF! En~iHBKrik, Iferr : _ -- m_, . ..~.~~,.,,b, , x Avio 6wnors tnsurancc Cornpan R.O. BnaE2>M68 , PCCI tnsurarkru Company "."".",°°'"°."~__,_... .:, .~ ~~x ` `~~~~'~~ -'.; c US 5~ati Ity InsJAm ProtiLiabUr.dwrtr ~~~~~~~~~~~~~~~~~~~~ IwVV LaJILC:i - - -. ~ ~s,t 'f'. _. ;.". 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'. t ~ .. ~. o~,~~m„M,.. ~ ~ ~f.•••:. p p ~ i w= e i ~ ~ - ".~ @ , - _ A c._E axw'xear .. _. oPP^a"~832(W1 04J15,+~5 ?(41l1S s5 A60,04D ~. , , -. - ,~. sS.tiDD,ODD ~et.C +-~ a ~° : ~/.;INn:Fl COYI°eMTAT~7SN AMD 1 f4~1 JrERS' LL AHL:FY Dtr~~lig s. ....,_..,______-._. 7___ a ~~. , ...r ... -~__.~: ... st.DOD.OUD .~- ._ _ s1~ODD,QD3 _ 52,DD6,6DD Llmits +Sf1S6ti Etetro Date D ~erHSx Professional tlIN[yE(t3(1.3488 ~ ~~4!15s05 Oli1S+t}6 ~.ka61[Ity~ U.lSif(k~fl Jt a-ERAl10Yt1'LO:.'Ar~.OhS-::'i rt i t5Y-.5 [Li¢'~EkIn~P~CYLV i;~FiLial FP lY.ai45e.~ ,,.,.b,.~ I(.i k'1 RE. ~~^±w,~, of r~,. ~t ~, w~~. '~.~ t,P YCt LL~13ti.1h s>4GWi,A M1Gf TN(r Ap ~191k0?PED a01.9GAEC66ECU 1E6A FYtC7 GCnPyw-loW .rk 11Ep t~: rt i.'II~R IM}EE,. Ea[EA NA D C ~ri'13EN n FTl .*ii Mt%: ~RIIWiii1«Xdt `~ %u_~.E •, _.~<AaAR+Y.3. ~M PC 4F. 4A OBll+ATIC4 ~A t'AH%tdW t Wr aarvanw 7r P'-4'RI -'~Yf196'E :fN"1 AG Eh ~'~CSR HL!'/25E.VI A:fJL9. r.;&'rk ont.C AE-AESEI+T A,??ii -..~.-~--,-M-...,_.,_...., AGt25•$f7l97Y~N woy sli2iriznanrvrxrr.~a u€eaa~oc aACuRp COP.POit?Flit?:^~f L STANDING ITTa,~l T ~ ~; ,~e CPH Combined Balance Sheets December 31, 2004 and 2003 ASSETS CURRENT ASSETS Cash and cash equivalents Investments -available for sale, at market value Accounts receivable, less allowance for uncollectible accounts of $493,303 and $214,534 Unbilled receivables Cost and estimated earnings in excess of billings- Prepaid expenses Total current assets PROPERTY AND EQUIPMENT, NET Vehicles Computer hardware and software Furniture and Equipment Leasehold improvements Accumulated depreciation .Total property and equipment, net GOODWILL NOTES RECEIVABLE -from Shareholders TOTAL ASSETS 2004 2003 $ 38,758 $ 168,394 488,481 435,323 .6,450,838 5,474,439 829,593 360,419 964,380 92,629 189,984 '! 19,624 8,962,034 6,650,828 542,778 312,422 1,202,775 1,283,747 504,669 552,231 607,710 607,710 2,857,932 2,756,110 (1,426,379) (1,526,233) 1,431,553 1,229,877 .90,545 90,545 18,038 18,772 $ 10,502,170 $ 7,990,022 See accompanying accountants' report and notes to the financial statements. 2 CPH Combined Balance Sheets -Continued December 31, 2004 and 2003 LIABILITIES AND EQUITY CURRENT LIABILITIES Accounts payable Accrued compensation Accrued expenses Line of credit Income taxes payable Deferred income taxes Billings in excess of costs and estimated earnings Current portion of deferred compensation Current portion of long-term notes payable. Current portion of capital lease obligation Total currentJiabilities LONG-TERM DEBT Deferred compensation Capital lease obligation Notes payable Total long-term debt Total Liabilities tCaUl I Y Capital stock - 22,500 shares authorized; 9,099 shares issued and 8,595 share outstanding, $1 par value fo.r 2004. 7,500 shares authorized; 3,033 shares issued and outstanding, $1 par value for 2003. Treasury Stock Paid-in capital Retained. earnings Accumulated other comprehensive income, net of tax of $12,000 and $13,000 Minority Interest Total equity TOTAL LIABILITIES AND EQUITY $ 1,541,227 $ 1,516,307 781,456 616,669 3,557 17,680 1,688,043... 1.,339,635 4,740 6,240 2,312,000 1,358,000 41,531 .221, 088 72,261 67,382 312,809 383,834 - 4, 726 6,757,624 5,531,561 407,503 479,760 - 11, 084 332,920 249,197 740,423 740,041 7,498,047 6,271,6D2 9,099 3,033 (296,332) - ' 470,903 470,903 2, 808, 967. .1,418, 364 68,998 20,485 (57,5.12) (194,365) 3,004,123 1,718,420 $ 10, 502,170 $ ?, 990, 022 See accompanying accountants' report and notes to the financial statements. 3 CPH Combined Statements of Income and Comprehensive Income Year Ended December 31, 2004 and 2003 REVENUES COST OF GOODS SOLD Gross profit GENERAL AND ADMINISTRATIVE EXPENSES Operating income OTHER INCOME AND (EXPENSE) Interest expense Bad debt expense Other Income Loss on sale of investment securities Total other income and (expense) Net income before income taxes INCOME. TAX EXPENSE Net income before minority interest MINORITY INTEREST Net income OTHER COMPREHENSIVE INCOME, NET OF TAX Unrealized gain on investments Income tax (provision) benefit related to other comprehensive income Other comprehensive income, net of tax COMPREHENSIVE INCOME 2004 2003 $ 39,117,810 $ 28,975,139 25,965,248 19,133,202 13,152,562 9,841,937 10,053,914 8,845,008 3,098,648. 996,929 (101,126) (102,464) (615,000) (120,000) 106, 000 - - {45,704) {610,126) (268,168) 2,488,522 728,761 955,000 242,000 1,533,522 486,761 (136,853) 108,752 ..:1_,396,669 595,513 47,989 96,183 524 (13,000) 48, 513 83,183 $ 1,445,182 $ 678,696 See accompanying accountants' report and notes to the financial statements. 4 CPH Combined Balance Sheets December 31, 2003 and 2002 ASSETS 2003 2002 CURRENT ASSETS Cash and cash equivalents $ 168,394 $ 280,514 Investments -available for sale at market value 435,323 249,900 Accounts receivable, less allowance for uncollectible accounts of $214,534 and $188,599 5,474,439 4,227,333 Unbilled receivables 360,419 183,937 Cost and estimated earnings in excess of billings 92,629 94,705 - Prepaid expenses 119,624 55,114 Total current assets 6,650,828 5,091,503 PROPERTY AND EQUIPMENT Furniture and equipment 2,139,704 2,386,949 Leasehold improvements 6.16,406 321,045 2, 756,110 2, 707, 994 Less accumulated depreciation 1,526,233 1,877,420 Net property and equipment 1,229,877 830,574 GOODWILL 90,545 75,545 NOTES RECEIVABLE -from Shareholders 18,772 - 19,507 TOTAL ASSETS $ 7,990,022 $ .6,017,129 See accompanying accountants' report and notes to the financial statements 2 CPH Combined Balance Sheets -Continued December 31, 2003 and 2002 LIABILITIES AND EQUITY CURRENT LIABILITIES 2003 2002 Accounts payable $ 1,516,307 $ 741,198 Accrued compensation 616,669 526 436 Accrued expenses 17,680 , 4,317 Line of credit 1,339,635 1,040,000 .Income taxes payable 6,240 6,398 Deferred income taxes 1,358,000 1,072,000 Billings in excess of costs and estimated earnings 221,088 91 988 ,Current portion of deferred compensation 67,382 , 62,833 Current portion of long-term notes payable 383,834 131,181 Current portion of capital lease obligation 4,726 4,155 Total current liabilities. 5,531,561 3,680,506 LONG-TERM DEBT Deferred compensation 479,760 547,457 Capital lease obligation 11,084 14 407 Notes payable 249,197 , 626,283 Total long-term debt 740, 041 1,188,147 ,Total Liabilities 6,271.,602. 4,868,653 EQUITY .Capital stock- 7,500 shares authorized; 3,033 shares issued and outstanding, $1 par value 3,033 3,033 Paid-in capital 470,903 470,903 Retained earnings 1,41.8,364 822,851 Accumulated. other comprehensive income, net of#ax of $13,000 and $43,000 20,485 (62,698) Minority Interest (194,365) (85,613) Total equity 1,718,420 1,148,476 TOTAL LIABILITIES AND EQUITY $ 7,990,022 $ 6,017,129 See accompanying accountants' report and notes to the financial statements. 3 CPH Combined Statements of Income and Comprehensive Income Year Ended December 31, 2003 and 2002 REVENUES COST OF GOODS SOLD Gross profit GENERAL AND ADMINISTRATIVE EXPENSES Income before income taxes INCOME TAX EXPENSE Net income before minority interest MINORITY INTEREST .Net income OTHER COMPREHENSIVE INCOME (LOSS), NET OF TAX Unrealized gain (loss) on investments arising during the year Income tax (provision) benefit related to other comprehensive income Other comprehensive income (loss), net of tax COMPREHENSIVE INCOME 2003 2002 $ 28,975,139 $ 33,314,854 19,133,202 24,699,974 9,841,937 8,614,880 9,113,176 7,302,831 728, 761 1, 312, 049. 242,000 621,398 486,761 690,651 108, 752 79, 045 595,513 769,696 96,183 (125,920) (13,000) 50,000 83,183 (75,920) $ 678,696 $ 693,776 See accompanying accountants' report and notes to the financial statements. 4 CPH Engineers, Inc. and CPH Constructors, LLC Combined Balance Sheet December 31, 2001 ASSETS CURRENT ASSETS Cash and cash equivalents $ 152,567 Investments -available for sale at market value 375,135 Accounts receivable, less allowance for uncollectible accounts of $222,924 3,364,336 Unbilled receivables 702,622 Cost 8nd estimated earnings in excess of billings 349,532 Prepaid expenses 22,989 - Total current assets 4,967,181 PROPERTY AND EQUIPMENT Furniture and equipment 1,806,089 Leasehold improvements 158,6.19 1, 964, 708 Less accumulated depreciation 1,466,343 Net equipment and leasehold improvements 498,365 GOODWILL 75,545 NOTES RECEIVABLE -from Shareholders 19,862 TOTAL ASSETS. $ 5,560,953 See accompanying accountants' report and notes to the financial statements. 2 - CPH Engineers, Inc. and CPH Constructors, LLC Combined Balance Sheet -Continued December 31, 2001 LIABILITIES AND EQUITY CURRENT LIABILITIES Accounts payable Accrued compensation Accrued expenses Line of credit Deferred income taxes Billings in excess of costs and estimated earnings Accrued loss on contracts in progress Current portion of long-term notes. payable Current portion of capital lease obligation Total current liabilities LONG-TERM DEBT Deferred compensation Capital lease obligation Notes payable Total long-term debt EQUITY Capital stock - 7,500 shares authorized; 3,033 shares issued and outstanding, $1-par value Paid-in .capital Retained earnings Accumulated other comprehensive income, net of #ax of $7,000 Minority Interest Total equity TOTAL LIABILITIES AND EQUITY $ 1,692,521 482,298 3,561 849,396 507,000 213,334 63,000 210,003 3,653 4, 024, 766 645,396 18,770 338,276 1, 002,442 3,033 470;903 53,155 13,222 .(6,568) 533,745 $ 5, 560, 953 See accompanying accountants' report and notes to the financial statements. 3 CPH Engineers, Inc. and CPH Constructors, LLC Combined.Statement of Operations and Comprehensive Operations Year Ended December 31, 2001 REVENUES $ 22,546,268 COST OF GOODS SOLD 16,712,140 GROSS PROFIT 5,834,128 GENERAL AND ADMINISTRATIVE EXPENSES 5,655,455 INCOME BEFORE INCOME TAXES 178,673 INCOME TAX EXPENSE 267,000 NET LOSS BEFORE MINORITY LNTEREST (gg,327) MINORITY INTEREST 30,963 NET LOSS (57,364) OTHER COMPREHENSIVE LOSS,. NET OF TAX Unrealized loss on investments arising during the year (49,765) Income tax benefit related to other comprehensive income 19,000 Other comprehensive loss, net of tax (30,765) COMPREHENSIVE LOSE $ {88,129) See accompanying accountants' report and notes to the financial statements. 4 m c~ O z rn ..,.. ;. ,:,.-. ~ROf= ESSIONAL ENGINEERfNG SERVICES FOR THE SEWER SYSTEM NIA,~$TER PLAN U PQATE Z 00 6 RFP No. 06-I CPH has nine (9) offices in the State of Florida with support of over 300 personnel throughout the company to assist in the projects for the City of Atlantic Beach. The City will have the direct commitment of the CPH Jacksonville office located at 6675 Corporate Center Parkway ,Suite 112 -Jacksonville, FL 32216, supported by staff members in Palm Coast, Deland, and Sanford (CPH Corporate headquarters). The Jacksonville office is staffed with fifteen (15) employees that include registered personnel, administrative staff, and owners of the firm to accomplish the projects on time and within budget. The staff has been in this location since 1997 and is eager to assist the City of Atlantic Beach. CL.QSE TO THE CITY i CPH Sanford 120 Miles CPH Palm Coast 65 Miles CPH Deland 1 10 Miles m n O z -, _- ,. .- - ,.. -.. .- PRflFESS1ONAL ENGINEERING SERVICE:3 FOR "Y`i-lE SEWER SYSTEM MASTER PLAN UPDATE 2 0 O 6 RFP No. 06-1 7.0 COSt The charts below outline the schedule of direct labor costs without fringe benefits of personnel that may be used to provide services for the City of Atlantic Beach. CPH STANDARD RATES Category Rate Without Fringe Benefits Sr. Princi al $48.26 Sr. Pro'ect Mana er $45.05 Pro'ect Mana er $40.22 Professional En ineer $35.39 Sr. Permit Coordinator/Mana er $35.39 Senior Professional En ineer $38.61 Sr. En ineerin Mana er $33.78 En ineerin Mana er $30.57 Sr. Desi n En ineer $30.57 Desi n En ineer EIT $28.96 Sr. Traffic En ineer $40.22 Traffic En ineer $28.96 Environmental Scientist Director $35.39 Environmental Scientist V $30.57 Environmental Scientist III $24.13 Environmental Scientist II $20.91 Sr. GIS Analyst $27.35 Sr. Arborist $37.00 Principal Planner $41.83 Sr. Planner $35.39 Planner 1 $28.96 Planner $22.52 Principal Architect $41.83 Sr. Architect $38.61 Architect $35.39 Sr. Desi n Architect $30.57 Design Architect $27.35 Architect Coordinator $24.13 Sr. Landscape Architect $37.00 Landscape Architect $30.57 Sr. Landscape Desi ner $28.96 Landsca a Desi ner $24.13 Pro~ect Coordinator $28.96 CPH STANDARD RATES Category Rate Without Fringe Benefits Sr. Design Technician $27.35 Desi n Technician $25.74 Sr. CADD Technician $24.13 CADD Technician $20.91 CADD O erator $17.70 Administrative $19.31 Clerica I I I $16.09 Clerical I $11.26 Sr. Construction Manager $35.39 Construction Mana er $30.57 Construction Field Re resentative $25.74 Construction Field Personnel $19.31 Principal Surve or $40.22 Sr. Professional Surveyor $38.61 Professional Surve or and Mapper $35.39 Surve or in Trainin $28.96 Surve Pro'ect Mana er/CADD $27.35 Surve Part Chief $20.91 Survey Instrument Man $17.70 Surve in Sr. CADD Tech $24.13 Surve in CADD Tech $20.91 Surveyin COP $17.70 Surve Crew (2 Man) $38.61 Surve Crew (Construction Stakin - 2 Man $48.26 Surve Crew (3 Man) $46.65 GPS (1 Man) $38.61 GPS (2 Man) $49.87 7.1 Proposed Overhead Rate The proposed overhead rate for CPH Engineers, Inc. is 148%. 7.2 Proposed Profit Rate The proposed profit rate for CPH Engineers, Inc. is 10%. ACCT ( l_ T '~ r:.iF ~ - the i3 ~ ~f the rc,~e~~t fc~r the .. 3. a n. _. ~; a ~ ~ '. ., „ .. -PROF' ESSlCENAL EfV~1NEERfNG SERVICES F'OR THE SEWER SYSTEM MASTER PLAN UPDATE. 2.006 RFPNo. d6-I 7.3 Other Rate/Reimbursables Schedule of Reimbursable Charges Xerox {B&1Ny 8.5 x 11 $q.05 Each 8.5 x 14 $q.1 q Each 11 x 17 $q.2q Each Xerox (Color) 8.5 x 11 $1 Aq Each 8.5 x 14 $1.5q Each 11 x 17 $2.q0 Each Blueprinting 34 X 22 $q.83 Each 24 X 36 $q.96 Each 3q X 42 $1.42 Each Mylars 24X36 $9.qq Each 32 x 42 $13.gq Each Plots (Vellum): 24x36 $6.qq Each 3q x 42 $8.75 Each 36x48 $12.gq Each Colored Plots {Bond) 24x36 $36Aq Each 3q x 42 $52.5q Each 36x48 $72.gq Each Mileage $q-485 Per Mile Phone At Cost Postage At Cost Outside Reimbursables At Cost ACCESS[ ~. Tf= t:~~~` E .h, ~~ € (~ ~t> ~a~.`>f I; i 'P?~ ~;I F~@ ~~i`t~~jE,'6ae ;ill" ~~~ II i~ ~.~~~~~~ r Professional En ineerin Services g g i°1 !P ~,~ ~~~~ "I ', [ "~ r-~ a, .~~:~. `.~ ~~^ f//ytl ^ Prepared for: ~' City of Atlantic Beach 1200 Sandpiper Lane 1 Atlantic Beach, FL 32233 ~I ~' -i ~J Prepared by: CH2MHILL 9428 Baymeadows Road, Suite 200 Jacksonville, FL 32256 W8112005001JAX TABLE OF CONTENTS Section 1 Firm's Professional Qualifications and Project Team Section 2 Past Record of Professional Accomplishments Section 3 Project Approach Section 4 Staff Availability and Capability to Meet Deadlines Section 5 Financial Responsibility and Insurance Section 6 Proximity Section 7 Cost CH~1I~AHILLTEAM-~-~~~~ -~ii~-;`~ ~~'yn~" ~r~sl~r_~.~` i 1~ '~ ~1f111'~~fJf,~~1J11J~~1!IJ~IIISJJJ1li9Jl~~fJJ~!~,~111 W8112005001JAX i~ l 1 ii n ~I~ u I~ SECTION 1 F/RM'S PROFESSIONAL QUALIFICAT/DNS AND PROJECT TEAM Our ability to provide the City of Atlantic Beach with consistent, reliable service is founded on the capabilities of our team members, both in terms of resources and individual capabilities. In this section, we present the attributes of our firm and the key individuals who will staffyour project. Our team's unique combination of similar experience; familiarity with your facilities, policies, procedures, and staff; and nearly unlimited resources make it possible to provide engineering support services that meet all of the City's standards for quality, timeliness, and cost-effectiveness. Team members will be available during the entire contract period for completion of your project. In the event we have a change in employment we will seek the Utility Director's approval prior to any reassignment of personnel. CH2M HILL CH2M HILL is a global leader in full- ' service engineering, construction and operations. What differentiates CI-I2M ' HILL is our strong commitment to partner with clients to achieve their full strategic and operational agendas. Our goal on ' every project is not simply to meet requirements, but to outperform, delivering innovative, yet practical ' solutions. The result: A distinguished track record of value- creating client successes on projects of every scope and size across ' every continent Our Jacksonville office houses a staff of 50 with all the resources necessary to provide t our high-level commitment to the City of Atlantic Beach. These resources include computer-aided design and engineering ' (CAD/E) workstations, MODFLOW and other modeling software, a library of standard and customized software, and plotters, printers, and reprographic equipment. Team Qualifications • Mike Dykes, P.E., Principal-in- Charge (BS, Civil Engineering). Mr. Dykes will be responsible for overall client satisfaction and the allocation of all required resources. Mike has over 17 years of engineering, permitting and construction experience. The CH2M HILL Team has been organized to provide the City of Atlantic Beach with a single point of contact and responsibility for your satisfaction with our level of service and work products. Stephen Riley, P.E., Sr Consultant; FDEP Permitting (BS Civil Engineering). Mr. Riley is a senior environmental engineer in CH2M HILL's water and wastewater engineering discipline with over 23 years of experience. Mr. Riley's experience includes water and • Mike Hersey, P.E., Project Manager; Wastewater Collection (M.B.A., B.S., Environmental Engineering). Mr. Hersey will be responsible for the successful delivery of our work for the City of Atlantic Beach, including day- to-day communications and chartering, ' 1-1 CH2MHILLTEAM~~~~y~y~~; ~~~- Ana-~a~~~~~- ~~~a and overseeing our project team. Mike's over 27 years of engineering experience in utility infrastructure master planning, and wastewater collection will provide the City of Atlantic Beach with the level of project management needed to successfully complete your project. [] C 1 r CI ~~J ii n 0 7 1 SECTION i FIRM'S PROFESSIONAL QUALIFICATIONS AND PROJECT TEAM wastewater utility planning, design, permitting and construction services. • Randy Boe, P.E., Wastewater Technology (M.S. Engineering, B.S. Civil Engineering). Mr. Boe specializes in the planning, design, study, and operation of wastewater treatment facilities. He is experienced in a variety of wastewater treatment processes including selectors, grit removal, screening, aeration, digestion, dewatering, disinfection, equalization, and clarification. • Dennis Jones, Cost Estimating (B.S. Building Construction). Mr. Jones has more than 21 years of experience in construction cost estimating. His cost estimating experience includes water and wastewater treatment facilities, underground utilities, transportation infrastructure, hazardous waste mitigation and abatement projects, fossil and nuclear power plants, industrial and municipal facilities, and landfills. .Joseph Simbolick, Operations Specialist. Mr. Simbolick has 28 years of professional experience in providing wastewater treatment operations and maintenance (O&M) services. His areas of expertise are advanced waste treatment (AWT} and biochemical nutrient removal processes which include facility startup, process control optimization, permit compliance programs, utilities management, staff training, comprehensive O&M manuals, contract management, and government-mandated programs. City of Atlantic Bead Donna Itah~zniak Utility Director Principal-in-Charge M$ce Dykes, P.E. Senior Consultant Steve Riley, P.E. Project Manager M~1ce Hersey, P.E Wastewater Wastewater FDEP Permntting Technology Collection Steve Riley, P.E. Randy Boe, P.E. Mike Hersey, P.E. Cost Fstmoator I I Operations Dennis Jones Speciala;t Joe Simbolick CH2MHILLTEAh~Iy~-ra~v~~`~~a~; ~i~~- ~~-a3~~~~"~`"t ~a¢-r=~ 1-2 Mike Hersey, P.E. Project Manager Education: M.B.A; B.S., Environmental Engineering ' Professional Registration(s): Professional Engineer -Florida Mike Hersey's areas of specialization include 27 years of experience in utility infrastructure master plarulitlg; water and wastewater utility evaluation, design, and construction management; utility infrastructure rehabilitation, permitting, and regulatory compliance ' evaluation; and utility funding through bond, loans, and grant coordination. He has been responsible for design and construction for water supply, treatment, distribution and storage facilities as well as wastewater collection, treatment and effluent disposal facilities. ' Relevant Experience Master Plans ' Project Manager, Was#ewater Master Plan, St. Johns County, Florida -The master plan involves flow projections, capacity determination, and residuals evaluation for three existing and one or more proposed wastewater treatment facilities. The work also involves the ' hydraulic modeling of more than 50 manifolded lift stations that were directly connected to the master pump stations and the recommendation of lift station and/or transmission main improvements. Sr. Consultant, Wastewater Master Plan, City of Atlantic Beach, Florida - Assisted with the preparation of the Master Plan and QC review. Mr. Hersey is quite familiar with existing ' Atlantic Beach wastewater facilities having completed design and construction services for the new WWTP influent pump station and the rehabilitation of several other pumping stations. Project Manager, Wastewater Master Plan, City of Melbourne, Florida - Mr. Hersey led the development of a wastewater master plan that included the flow projections and capacity determination for three separate wastewater treatment plants along with a conditional analysis. Two plants were recommended for immediate expansion and one plant was recommended for ' removal from service. Project Engineer, Wastewater Master Plan, City of Margate, Florida -Coordinated the ' preparation of a master plan for two wastewater treatment plants and the associated wastewater collection system. The master plan addressed odor control issues created by the significant time of travel to the plant as well as pump station upgrades. Key treatment plant ' issues evaluated included corrosion and odor from the high influent sulfides and replacement or rehabilitation of problematic rotating biological contactors. ' Principal Engineer, Water and Wastewater Master Plan, City of Sunrise, Florida -Managed the development of the Water and Wastewater Master Plan update, consisting of water and wastewater modeling efforts, flow projections, assessment of existing facilities, and over $1$0 ' million in recommended capital improvements. He also presented the master plan, including a phased implementation schedule, to the City Commission for approval. ' Wastewater Treatment Facilities GH2MHILLTEAM~~r~•~~=2°~2; ~~~~ ~~ 9a~~~rt ~y,~-~' 1-3 0 0 u 0 L fl u Project Manager, Anastasia Island WWTF Improvements, St. Johns County, FL -Led the design and construction services efforts for the renovations to the 4.0 mgd wastewater treatment facility. The work consisted of the replacement of leaking underground stainless steel air piping with above ground air piping, conversion of an unused lime sludge storage tank to an aerobic wastewater sludge digester, rehabilitation of two 50 foot diameter secondary clarifiers, a new reuse chlorine contact tank, Influent structure bypass piping, and the addition/replacement of five sets of process pumps. The project increased the effluent reuse capacity from 0.4 mgd to 0.8 mgd. Project Manager, SR 207 WWTF Expansion, St. Johns County, FL -The project involved the expansion of the effluent reuse facilities by 100% to match the 250,000 gpd capacity of the treatment facilities. Existing concrete tankage was segmented to allow for three days (750,000 gallons) of wet weather effluent storage and one day of reject storage. The existing ring steel package treatment facility was completely rehabilitated. The project included new on site effluent reuse pumps, a canopy roof for the existing centrifugal blowers, sodium hypochlorite storage tanks and a building to enclose them and numerous piping modifications including bypass piping for the dynasand filters. New sodium hypochlorite and alum feed equipment and effluent monitoring equipment were added to bring the facility into compliance with FDEP requirements. Project Manager, Anastasia Island WWTF Efficiency Analysis, St. Johns County, FL - The study looked at the physical facilities relative to capacity and condition, evaluated plant hydraulics, looked at pollutant loading trends and evaluated operability to ascertain whether the plant permitted capacity was accurate or if there were any capacity concerns. The CH2M HILL proprietary wastewater plant modeling software, Pro2D, was utilized to facilitate the plant efficiency (capacity) evaluation. Treatment shortcomings were identified and recommendations for improvements were made. Project Manager, Crawfordville Central Sewer System Expansion, Wakulla County, FL - Coordinated the design/build efforts for the new collection system, treatment plant expansion and effluent sprayfleld expansion. The treatment and sprayfield system capacity was increased from 200,000 gpd to 495,000 gpd. Five new sewage pumping stations and eight miles of b- through 12-inch-diameter force mains were added to the collection system. The fast track design/build project was successful in meeting the conditions of the consent order under which the County had been operating. The permitting efforts for the facility included the development of a Capacity Analysis Report (CAR). Project Manager, Wastewater Treatment Plant Expansion, City of Fernandina Beach, FL - Led the design of a 1.5 MGD advanced secondary Wastewater Treatment Plant Expansion, including anoxic zoned oxidation ditch, secondary clarifier, sludge pumping station, aerobic sludge digester, mechanical bar screens and grit removal, and the development of operation and maintenance training and manuals. Permit submittals for the plant expansion included FDER and NPDES. Project Manager, Effluent Reuse Implementation, City of Jacksonville Beach, FL - Preliminary engineering design for the reuse of 300,000 gpd of the 4.5 mgd plant capacity to irrigate a city owned golf course. The project included filtration, chemical storage, and feed equipment for polymers to be intermittently utilized as coagulant aids, chlorination equipment, GH~MHILLTEAM-=+~~y~.l~'~~.~ ~~r~ ~a~ 1-4 r-" '~~~ i~ backwash water transfer pumps and various plant piping, valuing, and metering modifications. The project was the first publicly owned wastewater reuse facility operated in Duval County, Florida. Project Manager, Grant Street Wastewater Treatment Plant Expansion, Phase II, City of Melbourne, FL -Responsible for the project management for the 2.25 mgd W WTP expansion, which included effluent reuse facilities. The project also included the development of an O&M Manual and the provision for an extensive O&M Training Program. Project Manager, Wastewater Treatment Plant Expansion, City of Melbourne, FL - Responsible for the project management of the 3.0 mgd expansion to the David B. Lee WWTP which included effluent reuse facilities and a 2,700-foot, 24-inch-diameter injection well for effluent disposal. ' Project Manager, Wastewater Treatment Plant Improvements, City of Palmetto, FL -Led design efforts for the expansion and improvements to the reclaimed water facilities at the Palmetto WWTP. The design efforts mduded a 2.0-million-gallon reclamed water storage tank, ' 6.25 MGD high service pumps, reuse transfer pumps, piping to a 7.3-acre storage pond, and pumps and filtration equipment to recycle the pond storage water back through the reclaimed water system. ' Project Manager, Columbia County Rest Area WWTP, Florida Department of Transportation, District Two, FL -Completed the design fora 50,000 gpd wastewater ' treatment plant to serve both the westbound rest area {Columbia County) and the eastbound rest area (Suwannee County). Treatment objectives were to produce better than secondary effluent followed by deep bed sand filtration. ' Project Manager, Springtree Wastewater Treatment Plant Improvements, City of Sunrise, FL -Managed design and construction efforts for the rehabilitation of six ring steel package ' wastewater treatment units at the Springtree WWTP. Rehabilitation work included replacement of aeration headers and diffusers, rehabilitation and spot replacement of walkways and walkway supports, and sandblasting and recoating of the interior walls. The ' construction phasing was complicated by the fact that no more than two units could be removed from service simultaneously. Project Engineer, White Springs Wastewater Treatment Plant Replacement, City of White Springs, FL -Responsible for the decommissioning of the existing White Springs WWTP, design of a new WWTP, and design of a new pumping station to convey the wastewater ten ' miles north to the new WWTP site. The new pumping station utilized pumps in series to meet the unusually high head requirements. Pigging stations were installed at key locations along the 52,000-linear-foot,l0-inch-diameter force main to allow for periodic cleaning of the line if ' necessary. The effluent from the new 150,000 gpd WWTP was disposed of by means of industrial reuse to the PCS phosphate settling basins. Wastewater Transmission/Pumping Facilities L Project Manager, Sanitary Sewer Lift Station Improvements, St. Johns County, FL - Coordinated design efforts for the rehabilitation of five wastewater lift stations, including one 1,100 gpm master lift station that included variable frequency drives, a new wet well, a standby GHZMHILL7EAM-~ 1-5 C C 7 ~~ power generator and telemetry. The project allowed for the County pre-purchase of the pump equipment to allow for sales tax savings. The services during construction were expanded to include three lift stations designed by County forces. Project Engineer, Effluent Disposal by Spray Irrigation, City of Sarasota, FL -Led design efforts for a 25 MGD effluent pumping station and 13 miles of 36-inch-diameter, pre-stressed concrete pressure pipe that led to the effluent sprayfield. The project involved planning for minor reclaimed water users along the route to the primary irrigation site. The design included a 0.75-million-gallon concrete storage tank, an irrigation pumping station and irrigation line replacements at the City owned Bobby Jones Golf Course. The project was successful in removing the City's effluent from Sarasota Bay. Project Manager, Reuse System Expansion, Phase V, City of Rockledge, FL -The effluent reuse system was doubled in size from 2.2 MGD to 4.4 MGD. Plant improvements included the addition of six deep bed Dynasand filters, hydraulic analysis and modifications, effluent transfer pump replacement, reuse high service pump modifications, chlorine contact tank improvements and flow monitoring additions. Reuse distribution system improvements included the design and permitting for nearly five miles of 2- through 12-inch-diameter PVC reclaimed water mains. ' Project Engineer, Effluent Flow Equalization and Disposal, City of Bartow, FL -Preliminary engineering and final design for the elimination of wastewater discharge to the Peace River through industrial reuse with International Minerals and Chemicals. Design project included ' segmented equalization pond; 2.75 mgd effluent pumping station; 5,5001inear feet of 18-inch and 24-inch-diameter steel effluent force main; and negotiations with IMC regarding a long- term contract for effluent acceptance and the purchase of pipe materials. r ~~ 7 J 1 Project Manager, Water and Wastewater Improvements CDBG 1999, City of Bowling Green, FL -Managed the design efforts for the CDBG funded project, which included replacement of wastewater pumping station No. 4; rehabilitation of wastewater pumping station No. 2; cleaning, televising, and rehabilitation of 5,000 linear feet of 8- and 12-inch-diameter gravity sewer; and the rehabilitation of an elevated steel water storage tank and a prestressed concrete ground level water storage tank. Project Engineer, South Broward Master Pumping Station and Force Main, Broward County, FL - Led prelinninary design and final design efforts for a master "in line" wastewater pumping station that boosted the pressure from 12 n--anifolded upstream pumping stations to convey the wastewater to a major interceptor sewer in the City of Hollywood. The station design included flow metering, pressure sensors and telemetry that allowed bypass of the station when four or fewer upstream stations were pumping together. The master pumping station would operate to maintain the flow and boost the pressure when five or more of the 12 upstream pumping stations were operating at the same time. CHZMHILLTEAM~~-~~~~~~ ~~~~~~- ~ r~a~~~ ~ -~ 1-6 " ~ _ ~ ~ 0 u r C L f n 0 Mike Dykes, P.E. Education: Professional Registration(s): B.S., Civil Engineering Professional Engineer -Florida Principal-in-Charge Mr. Dykes is a Civil Engineer and State of Florida licensed water well contractor in the Water Resources Division of CH2M HILL.. Mike Dykes has mare than 17 years of experience in the planning, design, permitting, and construction oflarge-diameter raw water supply wells and mechanical appurtenances. Experience Project Manager, Wellfield Services, City of Atlantic Beach, Florida - In the Fall of 2003, Mr. Dykes began managing various wellfield services for the City of Atlantic Beach including successfully preparing and implementing backplugging plans for Well No. 2, a major City production well that was experiencing water quality problems and was slated for abandonment. Water quality from Well No. 2 dramatically improved after backplugging and the City was then able to install a pump, as designed under Mr. Dykes' direction, and essentially double production capacity from Well No. 2. Other services provided to the City of Atlantic Beach under Mr. Dykes' direction included siting services for future Wells No. 6S and 7, siting and design services for a new production well and approximately 1,500 feet of raw water pipeline, and a wetland and tree inventory at another potential well site. ' Programs Manager, Wellfield Optimization and Consolidation (JWOC) Program, JEA - The JWOC program includes engineering, permitting, and services during construction of 401arge diameter supply wells, 14 Floridan aquifer monitor wells, and approximately 40,000 feet of raw ' water piping. Related work includes siting and zoning assistance, easement acquisitions, well rehabilitation, back-plugging, and various other wellfield services. ' Project Manager, Emergency Well Program, JEA -Phase 1 included permitting, construction, equipping, and testing of six 20-inch-diameter emergency wells and construction of 2,000 feet of 20-inch-diameter raw water piping. Two emergency wells were constructed at Brierwood WTP, ' three at Deerwood No. 3 WTP, and one at the Community Hall WTP. M17ce also was responsible for the design, testing, and services during construction of three additional production wells at JEA's new Brier-wood WTP and siting additional production wells at Ridenour WTP. 1 n Managed Phase 2 of the emergency well program, which involved siting, permitting, design, construction, and testing services for one 20-inch-diameter well at Southwest WTP; identified two additional well sites and design of one 20-inch production well, wellhead appurtenances, and 1,500 of raw water piping at 7EA's Marietta WTP; provided design and construction services for one deep, triple-cased Floridan aquifer monitor well and two shallow aquifer monitor wells; and prepared and implemented an extensive wellfield test at JEA's Community Hall wellfield. CH~MHILLTEAM~~~i~y~~ ~'~~ ~ri-~.-rte'" ' r.~~a~`~ 1-7 C r ' For Phases ~ and 2, managed extensive coordination with S7PWMD during the CUP process, well construction permitting, wellfield testing and reporting, and groundwater modeling. Involved ' in the siting and zoning processes of numerous JEA water supply and monitoring well sites, including attending planning and zoning meetings and negotiations with various regulatory agencies. In April 2004, Mr. Dykes began managing a groundwater and soil remediation project that included a 20-acre sludge disposal site in Northeast Florida. Mr. Dykes was responsible for ' finalizing groundwater recovery and remediation design and permitting for the site and managing the construction, operation, groundwater sampling, and performance monitoring of the groundwater recovery, treatment, and disposal facilities. After about a 18 months of operation, ' the remediation effort is nearly complete with successful recovery, treatment, and disposal of contaminated groundwater. Managed the design, permitting, and construction of various wellfield expansion projects for the ' City of Cocoa. These projects include the design, permitting, construction, and testing of 10 Floridan aquifer water supply wells ranging in diameter from 12 to 16 inches ranging in capacity ' from 0.5 to 3.5 million gallons per day for each well, 11 intermediate aquifer gravel-pack wells with 10-inch diameter casings, and four 16-inch ASR wells. r ~~ L i f C 1 r ~~'~, r GHZMHILLTEAM~,~~y~:y~.~~~ ~•~° ~i~~~~ ~ sta~~- ; - ~~ 1-8 ~ ~ C Steve Riley, P.E. Senior Consultant & FDEP Permitting Education: B.S., Civil Engineering Professional Registration(s): Professional Engineer -Florida Mr. Riley is a civiUsanitary engineer in CH2M HILL's water and wastewater engineering discipline, and a project manager in the Jacksonville office. Mr. Riley's background includes water and wastewater utility planning, design, and construction services. ' Relevant Experience Project Manager, Biological Nutrient Removal (BNR) and Plant Capacity Rerating ' Prototype Program, JEA. For this project, CH2M HILL furnished technical expertise for the evaluation of JEA's wastewater treatment plants (WWTP) to determine the most cost-effective methods to optimize treatment capacity and efficiency while also adding biological nitrogen removal. CH2M HILL served on an expert panel team that evaluated all of the plants and CH2M HILL was assigned the Buckman WWTP. Under Mr. Riley's management, CH2M HILL designed retrofit process modifications to the existing tankage to achieve nitrogen levels in the ' effluent in compliance with TMDL goals. Project Manager, Sanitary Sewer Overflow (SSO) Reduction Plan, JEA. The project entailed ' review of SSO data, a risk analysis, and development of a prioritized list of collection system projects. The projects were sorted into a phased construction and improvements plan. As a result of this plan, an Administrative Order with EPA was satisfied and closed. Project Engineer, TMDL Value Analysis Study, St. Johns River Water Management District (SJRWMD). The project is evaluating domestic WWTPs in the lower St. Johns River ' Basin and potential methods to reduce nitrogen discharges to the river in compliance with, or exceeding, proposed TMDL standards. As part of this project, CH2M HILL has visited and conducted a cursory evaluation of the City of Atlantic Beach WWTPs. ' Project Manager, Ft. Pierce Utilities Authority (FPUA) Wastewater Water Treatment Plant. For the Fort Pierce Utilities Authority (FPUA), Mr. Riley served as project manager for ' design, permitting, and construction of new sludge digesters and odor control facilities at the FPUA Wastewater Treatment Plant. Concurrent with that project, he managed the replacement of FPUA's 15 mgd Lift Station A which pumped all wastewater from the mainland to the WWTP ' on Hutchinson Island. The pump station utilized submersible pumps and Adjustable Frequency Drives for motor speed control. Other engineering services that lt~r. Miley has been responsible for include sewer collection ' system inflow evaluation for the City of Stuart, and numerous wastewater master plan and reuse evaluation studies for Florida utilities as listed in the following: ' Wastewater Transmission Mains and Pumu Stations • FPUA Lift Station A • Key West Lift Station H Rehabilitation ' 1-9 CHZMHILLTEAM-~~'r~2~y~°~ ->~ ~~a~~,a~~-~ ~~~~r-~ 0 u 1 II~ C C L 7 7 • Lake Worth Utilities Authority Gravity Sewers and Pump Station to serve Northwest Industrial Park • Stuart Master Influent Pump Station Rehabilitation • Stuart East Stuart Pump Station Replacement • Boynton Beach WXEL Pump Station Wastewater Reuse • Reuse Feasibility Studies for the City of Stuart, FPUA, PBCWUD • Pompano Beach Wastewater Reuse Feasibility Study for the Municipal Golf Course • Palm Beach County Water Utilities Department (PBCWUD) Reclamation Study for West Boca Raton Area • Palm Beach County Water Utilities Department (PBCWUD) Effluent Management Study for South/Central Palm Beach County • Amelia Island Waterworks Effluent Management Study • Palm Beach County Water Utilities Department Reuse Feasibility Studies for the Hamptons and Gleneagles Golf Courses • Seacoast Utilities JDM Golf Course Wastewater Reuse Evaluation • PBCWUD Constructed Wetlands Feasibility Study • PBCWUD/City of West Palm Beach Reuse Cooperative Engineering Report • PBCWUD Agricultural Reuse Engineering Report & Groundwater Monitoring Plan Master Plans • Stuart Water and Wastewater Master Plan • Palm Springs Water and Wastewater Master Plan • Coconut Creek, Florida Water and Wastewater Master Plan • Seacoast Utilities Authority, Jupiter, Florida Water and Wastewater Master Plan • Florida Keys Aqueduct Authority Master Plans for Plantation Key, and Upper and Lower Matecumbe Keys • Pompano Beach Water Master Plan • Grand Strand Water and Sewer Authority, South Carolina Water Master Plan • Cooper City, Florida Water and Wastewater Master Plan • Boynton Beach, Florida Water and Wastewater Master Plan • Deerfield Beach, Florida Water and Wastewater Master Plan • North Palm Beach County Comprehensive Plan Water and Sewer Subelements • JEA Phase 1 and Phase 2 Water Plant Consolidation Plan • JEA SSO Reduction Plans (Phases 1,2,3) • United Water Florida Water and Wastewater Master Plan for Northwestern St. Johns County Operating Permit Applications • FPUA FDEP WWTP Operating Permit • Stuart FDEP WWTP Operating Permit • St. Johns County Utilities Department Anastasia Island Operating Permit Application and Capacity Analysis Report GH2MHILLTEAM~~~~~~t~,a~; ~ ~?-a~"v~-~-r°~- ~a~~~~-~-a~-irate ~~~x~a-~-n~ 1-10 I Randy Boe, p.E. Wastewater Technology I Education: M.S., Engineering; B.S., Civil Engineering Professional Registration(s): Professional Engineer -Florida and North Carolina I I Mr. Boe specializes in the planning, design, study, and operation of wastewater treatment facilities. He is experienced in a variety of wastewater treatment processes including selectors, grit removal, screening, aeration, digestion, dewatering, disinfection, ' equalization, and clarification. Relevant Experience I Project Engineer, Wastewater Treatment Plant Improvements, Atlanta, Georgia. Prepared drawings and specifications for replacement of bar screens and hydraulic modifications to the headworks of a 24-mgd municipal wastewater treatment plant. I Responsibilities included development of hydraulic profiles and cost opinions. Task Engineer, Wastewater Treatment Plant, Central Florida. Task leader for I development of conceptual design and cost estimates for construction of a municipal wastewater treatment plant. Unit processes included screening, grit removal, aeration, clarification, disinfection, filtration, reuse facilities, odor control facilities, and biosolids I digestion and dewatering. Process Engineer, Wastewater Treatment Plant Rehabilitation, Georgia. Lead I process engineer for development of predesign documents for rehabilitation of a wastewater treatment plant. Rehabilitation tasks included pump replacement, replacement of a powdered activated carbon feed system, and upgrade of the treatment plant I headworks to incorporate grit removal. Lead Designer, Wastewater Treatment Plant Expansion, North Carolina. Lead I designer of facilities for expansion of a municipal wastewater treatment plant from 6 mgd to 12 mgd including primary clarification, digester mixing system, effluent filtration, UV dismfection, equalization, flow dzstnbutlon boxes, and a biosohds storage facility. I Responsibilities included development of plant hydraulic profile, preparation of drawings and specifications, management of shop drawing review, and construction administration. I Lead Designer, Wastewater Treatment Plant Expansion, North Carolina Lead designer of facilities for expansion of a municipal wastewater treatment plant from 24 mgd to 30 mgd mcludmg a high punty oxygen activated sludge basin. Responsibilities mcluded preparation of site plans, plant hydraulic profile, process schematics, drawings and specifications. CHZMNILLTEAM-+~ta~~i~ ~~.~~°~- ~~~~~-rte" °~ 1-11 1 Dennis Jones Cost Estimating ' Education: B.S. Building Construction ' Mr. Jones has more than 2lyears of experience in construction cost estimating and project management. His major responsibilities have been in project controls, which includes cost estimating, planning and scheduling, and cost engineering. His cost estimating experience includes water and wastewater treatment facilities, underground utilities, transportation infrastructure, hazardous waste mitigation and abatement projects, fossil and nuclear ' power plants, industrial and municipal facilities, and landfills. His planning and scheduling experience includes engineering, procurement, and construction scheduling, including retrofit and outage construction. Other responsibilities include project value engineering ' and constructability evaluation, as well as bid evaluation, review of contractor submittals, and claims evaluation. ' Relevant Experience Senior Cost Estimator, Upper Occoquan Sewage Authority Regional Water Reclamation ' Plant, Centerville, VA. Developed conceptual, budget, and definitive estimates for more than $121 million in new plant construction and upgrade projects. Cost Estimator, Capital Improvement Program, Jacksonville Port Authority (JAXPORT), ' Jacksonville, FL. Provided cost estimating services for numerous projects included in a major capital improvement program totaling more than $36 million. Projects included wharf replacement, barge loading/ unloading facility, 75-acre automobile processing facility, and crane rail extension. ' Senior Cost Estimator, Claude H. Dyal Water Treatment Plant Expansion, Cocoa, FL. Developed cost estimates for $22 million expansion and upgrade project. Senior Cost Estimator, 24-Inch Transmission Pipeline, Florida Keys Aqueduct Authority. Developed cost estimates for $4.5 million transmission pipeline construction from Mile Marker 12.5 to Stock Island. Lead Construction Cost Estimator, St. Johns River Power Park, FL. Developed fair value estimates for 20 prime contracts. Developed estimates for change orders to existing contracts as ' well as estimates for new projects. Other responsibilities included bid preparation and evaluation, claims evaluation and negotiation, contractor invoices, and submittal reviews. Outage Coordinator, Turkey Point Nuclear Power Plant, Florida City, FL. Developed ' construction schedules for outage-related work and coordinated work between the construction craft and plant operating and maintenance departments. t Project Controls Manager, Confidential International Location. Responsible for developing independent construction estimates for project work. Responsible for estimating change orders and assisting in change order negotiations with contractors. Also responsible for construction claims ' evaluation and review. Other responsibilities include reviewing and evaluating the contractor's construction schedules. J GH~MHILLTEAM-~~~-i~:t~=~~~~~; ~~~"z~=s~~~'~ ~-~nr ~-~~ 1-12 Joseph Simbolick Operations Specialist ' Education: OMI University, Management Training; POTW Industrial Pretreatment Implementation, Florida Pollution Control Association and EPA Region 4 (1989); Toxicity Reduction and Treatability, University of Florida, Gainesville, Florida (1988); ' Business Administration, Palm Beach Junior College, Pahn Beach, Florida (1986); Supervisory Management, University of Michigan, Ann Arbor, Michigan (1981); Wastewater Technology, University of California, Sacramento, California (1976) Professional Registration(s): Florida Class A Wastewater Operator (1981); Virginia Class 1 Wastewater Operator (1991); South Carolina Class A Wastewater Operator (1995); Massachusetts Class FS Wastewater Operator (1998); Hazardous Waste Operations & Emergency ' Response (HAZWOPER), OSHA, 1910.12Q (1995) Mr. Simbolick has 27 years of professional experience in providing wastewater treatment ' operations and maintenance (O&M) services. His areas of expertise are advanced waste treatment (AWT) and biochemical nutrient removal processes which include facility startup, process control optimization, permit compliance programs, utilities management, ' stafftraining, comprehensive O&M manuals, contract management, and government- mandatedprograms. ' He is also experienced in process troubleshooting, and is well versed in all facets of O&M. His experience ranges from cost-saving optimization recommendations, and implementation procedures to development of detal~ed operating compliance programs for ' private and municipal clients, to management training and task development programs for industrial clients. i C C L Mr. Simbolick possesses a strong technical and administrative background in environmental management as well as a thorough knowledge of the business/public administration concepts required in developing, coordinating, and directing cost-effective programs. Senior Operations Specialist, Operations Management International, Inc., Sanford, Florida - As a Senior Operations Specialist since April 1998 in the Southeast District for OMI, Mr. Simbolick responsibilities include functioning as team leader for special projects, assisting with CH2M HILL projects requiring multiple OMI staffmembers, project development evaluations, and full contract operations reviews. He also provides technical guidance, training and evaluations of Operations Specialists. Mr. Simbolick reports monthly to OMI's Technical Services Director on utilization, work summary and work projections and he develops an annual budget. He also substitutes for full contract GH2MHILLTEANI-~~~~isy~,~, y ~~ ,~.~~y~~ 1-13 L i u u 7 ii operations project managers occasionally, on a short-term basis, and prepares and/or assists in the preparation of O&M manuals. Mr. Simbolick also performs plant startups and ongoing operating consulting services; develops and performs operator and supervisor training programs; prepares, consults on, and/or reviews operational cost and staffing estimates; reviews CH2M HILL's designs for operability functions; conducts or assists in conducting performance evaluations and operator assistance programs; performs project follow-up reviews to determine client satisfaction with past services; and he develops recommendations on the need for future services. He also prepares and/or assists in the preparation of OMI and/or CH2M HII,L's marketing proposals; and he markets CH2M HILL's software where applicable and provides support for installed programs. Project Manager II, Operations Management International, Inc., Taunton, Massachusetts. Mr. Simbolick's responsibilities included direct control of the 8.4-mgd advanced wastewater "pure oxygen" treatment (AWT) Facility, including 23 pump stations throughout the city. Mr. Simbolick administered a $1.113-million dollar annual budget along with value-added services and a capital improvement program (CIP). He directed an operating staff of 17, which includes operations supervisors and a fiscal administrative assistant. The employees were governed by a labor union, Public Employees Union 1144, AFL-CIO. Senior Operations Specialist, Operations Management International, Inc., Longwood, Florida. As a Senior Operations Specialist (from June 1993 to June 1997) in the Southeast District for OMI, Mr. Sirnbolick was responsible for facilities operations process and management evaluation and was instrumental in recommending operational improvements. He assisted with facility startups and the development of O&M manuals and performed training and performance evaluations for existing/new facilities. Mr. Simbolick was also responsible for implementing operator and operations management training programs and providing follow-up services, troubleshooting assistance, toxicity evaluations, industrial pretreatment programs, process upgrade recommendations, plant evaluations, and ongoing operator training for water and wastewater projects. In addition, Mr. Simbolick assisted District Managers throughout the U.S. with marketing and business development. GHZMHILLTEAM~+La~~~-2~~~-~` ~~-~~-a~- ~~~r~a ~r~l~z"~z-~' 1-14 7 i~ ~.---- I r __l WB112005001 JAX ii 1 SECTION 2 PAST RECORD OF PROFESSIONAL ACCOMPt1SHMENTS The CH2M HILL Team offers the City of Atlantic Beach extensive experience in all the specialties required for Sewer Master Plan Update project CH2M HILL has successfully performed and delivered similar projects on time, within budget, and to the highest technical standards. ' Our extensive similar experience will result in a quality project delivered on Mme and within budget, as these satisfied diems will confirm. Wastewater Master Plan, St. Johns County, Florida A Wastewater Master Plan for the St. Johns County Utility Department is presently underway. The Master Plan, managed by Mike Hersey, involves flow and waste load projections through the The table below summarizes five of our recently completed projects with more detailed descriptions following later in this section. We encourage you to contact JEA's project managers and St. Johns County for an appraisal of our services. year 2025 as well as an evaluation of present service areas and any new service areas needed to accommodate future development Effluent disposal alternatives were evaluated for each of the existing and proposed service areas. Innovative methods of minimizing collection and treatment expansion by GHZMHILLTERM-~~~a-r~~=~~~~ ~~ ~t~~ r~~ar~" '~-4~'~-~' 2-1 C~ SECTION 2 PAST RECORD OF PROFESSIONAL ACCOMPL/SHMENTS means of sewer mining (localized membrane treatment) were also evaluated. Future sludge production volumes were estimated and alternative residuals management methods were evaluated. A summary of key components and observations from an inspection of the County's 170 lift stations was compiled and prioritized recommendations for improvements will be developed in the near future. A detailed wastewater force main ' modeling analysis is underway, utilizing the H2OMAP software to incorporate both the manifolded force mains from the ' master lift stations and wet well storage volume. Nearly one third of the County's 170 lift stations will be included in the 0 L ii 0 u 0 0 0 force main modeling. Wastewater treatment methods to meet projected permit conditions are to be evaluated for both the expanded existing treatment facilities and proposed future treatment facilities. Alternatives for conveyance to future treatment facilities will be evaluated. The Wastewater Master Plan will result in the development of an implementation plan based upon projected wastewater utility improvement priorities. The development of a Capital Improvement Plan will provide St. Johns County with a blueprint for the phased costs associated with maintaining a quality wastewater utility and ensuring that it can accommodate the projected increase in demand over the next 20 years. Biological Nutrient Removal (BNR) and Plant Capacity Rerating Prototype Program, jEA In 2004 and 2005, CH2M HILL was selected, along with other consultants, to serve on an expert panel assemble by JEA for the purpose of evaluating JEA's regional wastewater treatment plants. The objective of the program was to determine modifications needed to the existing plants to achieve BNR, while using existing tankage, and optimize the process rating of the plants. The five regional plants were evaluated by the team, including process modeling of basin retrofits, and plans were developed for BNR implementation. CH2M HILL was assigned the Buckman WRF and completed a process modeling evaluation based on retrofitting the existing aeration basins. The goal for the Buckman WRF was about 6 mg/L total nitrogen in the effluent. This would achieve compliance with the anticipated TMDL for the facility. The modeling determined that JEA could get near this value most of the year by modifying the existing aeration basins to achieve astep- feed configuration. Modifications included baffle walls, mixers, and some diffuser modifications. CH2M HILL developed a preliminary engineering report for the modifications and JEA used the report to apply to FDEP modifications to the facility. Steve Riley served as Project Manager on this project. ' GH2MHILLTEAM-~G'-t~-~t~~`~-~tf; -~~ia~~ ~i~-i- ~~~r.~z=-~ 2-2 ii ' SECTION 2 PAST RECORD OF PROFESSIONAL ACCOMPLISHMENTS I~ Julington Creek WRF ' Modifications, JEA, Jacksonville, Florida h d Iri 2000, CH2M HILL was aut orize by JEA to perform engineering services for ' the modification of Julington Creek WWRF. Steve Riley served as Project Manager. The changes requested by JEA included the following: • Aerobic Digester Modifications -The ' original scope stated that the design would include two new Rotox aerators and one mixer. Revisions ' included an evaluation of continuing with the Rotox units versus r n 0 0 [] u conversion to a diffused air system. As a result of the findings of that evaluation, CH2M HILL was directed to design a new diffused aeration system for the digester and the Waste Activated Sludge tank. Numerous process calculations were needed to determine the digestion capacity and required blower capacities at projected, future WRF flows Thickened Sludge Pumping System Replacement - CH2M HILL was directed to evaluate the performance of the existing pump system and select and design a new pump to pump thickened sludge from the gravity thickener into the digester. Senior process engineers were consulted and a Bingham Plastic Model was run to evaluate the pumping system hydraulic conditions for evaluation with the existing pump curve and selection of the new pump. Anew hopper system and pump were designed that have proven successful and corrected deficiencies in the prior system. Evaluation of Digested Sludge Pumping System - CH2M HILL was directed to evaluate the capacity of the existing digested sludge pump and transfer pipeline to the truck loading station. • Plant Flow Measuring Modifications - CH2M HILL was directed to evaluate and modify the existing weir and level transmitter configuration to provide more accurate and reliable plant flow measurement. This task was complicated by the need to consider the impacts on the hydraulic profile of the WRF, specifically the filter system which is upstream of the weir. • Biofilter Addition - CH2M HILL designed a biofilter system to treat odors from the WRF headworks and SBRs. The system eliminated nuisance odors and complied with neighborhood standards and FDEP regulations. TMDL Value Analysis Study, St. Johns River Water Management District (SJRWMD} This project, for which Mr. Riley is serving as a process engineer and reuse specialist, involves the evaluation of domestic WWTPs in the lower St. Johns River Basin and potential methods to reduce nitrogen discharges to the river in compliance with, or exceeding, proposed TMDL standards. As part of this project, CH2M HILL has visited and conducted a cursory evaluation of the City of Atlantic Beach WWTPs. The study has identified some 50 projects that reduce nitrogen discharges to the river. The project, which is on-going, will lead to the next phase consisting of an optimization analysis and CHZNIHILLTEAM~~~lv~i~ bra- i-rue~~~~ ~-~~-ate' 2-3 0 I~ SECTION 2 PAST RECORD OF PROFESSIONAL ACCOMPt1SHMENTS selection of the most cost-effective projects and combinations thereof to meet or exceed TMDLs. Sanitary Sewer Overflow Reduction Plan, JEA, Jacksonville, Florida, Districts 2, 3, 4 and 5 Pressure System CHZM HILL was authorized by JEA to provide engineering services to address sanitary sewer overflows (SSOs) related to ' the pump station and force main network in Sanitary Sewer Districts 2, 3, 4, and 5. Steve Riley served as Project Manager. ' The scope of services consisted of the following three major work programs: the planning phase, the design phase, and the ' construction management phase. The following information addressed the ' planning phase. • Monthly SSO reports were compiled and analyzed from individual field ' reports filed by maintenance staff. Criticality Review The process used to evaluate and rank the SSO risk elements of the pressure manifold was called the Criticality Review. ' Specific components of the manifold system were considered critical to SSO reduction if they met the following criteria: • Initial critical component list • High run time pump stations • Pump Stations deemed at risk for an SSO event The SSO risk analysis process included a ranking process to prioritize the critical ' components based on individual potential SSO risk The rankixig factors considered are as follows: • Potential to harm public health or cause property damage • Potential to cause damage to the environment • Potential overflow volume • Difficulty of repair or other action to stop SSO A numerical ranking system was developed with each critical component receiving a score of 1 to 5 based on their relative magnitude of impact within each of the ranking factors. This score was then multiplied by a weighting factor, which was based on the importance of the criteria. The list of critical components was further developed by combining the risk ranking with the Criticality Review. This resulted in the Criticality Review Matrix which ranked and prioritized the 145 at-risk components. This matrix included an action planning component as described in the following. A short term action plan was developed consisting of three major categories: • Capital Projects • Investigation • Operation and Maintenance Planning A long term action plan was also developed, consisting of three specific actions, as follows: Replacement or upgrade of facility. Construction of parallel or alternative, redundant piping. Rehabilitation or modification of existing facility. ' CHZMHILLTEAI49-~~~%~~~~-~ ~~~i-~-~- ~i~~vt l~f~~~-~" 2-4 0 SECTION 2 PAST RECORD OF PROFESSIONAL ACCOMPLISHMENTS Rehabilitation of 5 Lift Stations, ' St. johns County Utility Department, St. Johns County, Florida ~_ n n i i il'~ Mike Hersey managed this project which involved the upgrade of five sanitary sewer lift stations (300 to 1100 gpm) including the replacement of submersible pumps, valves, piping, controls, and the replacement of two wet wells. All new and existing wet wells were lined to protect against corrosion. One master pumping station included variable frequency drives, a 25 foot deep, l0 foot diameter wet well and a stand by power generator. Anastasia Island WWTF 2003 Improvements, St. johns County Utility Department, St. Johns County, Florida The project, managed by Mr. Hersey, included the upgrade of an existing 4.0 mgd wastewater treatment plant with reuse capabilities. The mechanism and all internal components were replaced for two LO mgd secondary clarifiers. Existing fiberglass and stainless steel air piping was replaced with 4 inch to 20 inch tape coated 316 L stainless steel piping. The existing above ground pumps were replaced with submersible pumps in the in plant lift station. The decommissioned 240,000 gallon lime sludge backwash storage tank was converted to an aerobic digester with all ancillary floats, controls, air piping, diffusers and supernatant piping. Anew sludge transfer pumping station was provided to convey the sludge from the existing to the new digester. A 1.0 mgd high level disinfection chlorine contact tank and reuse pump station were provided to increase the effective output of reuse water by over 100°I°. Anastasia Island Wastewater Treatment Facility (WWTF)- Efficiency Analysis , St. Johns County, Florida In 2003, CH2M HILL, under Mr. Hersey's management, initiated preparation of an efficiency analysis of the Anastasia Island WWTF to determine whether there would be any capacity or treatability concerns as plant flows increased from 1.7 mgd towards the 4.0 mgd permitted capacity. The study looked at the physical facilities relative to capacity and condition, evaluated plant hydraulics, looked at pollutant loading trends and evaluated operability to ascertain whether the plant permitted capacity was accurate or if there were any capacity concerns.... The CH2M HILL proprietary wastewater plant modeling software, Pro2D, was utilized to facilitate the plant efficiency (capacity) evaluation. Treatment shortcomings were tentatively identified and recommendations for improvements were made. State Road 207 Wastewater Treatment Facility (WWTF) Improvements, St. Johns County, Florida In 2001, CH2M HILL completed the final design for the improvements and expansion of the State Road 207 WWTF. The project involved the expansion of the effluent reuse facilities by 100% to match the 250,000 gpd capacity of the package treatment facilities. Mike Hersey served as Project Manager. Existing concrete tankage was segmented to allow for three CH~MHILLTEAM~~~~~.~~ ~~ ~i~ ~-z~~~=i~~- !~ ~'~ 2-5 I~ i~ J J 7 ~~ L i n 7 i J SECTION 2 PAST RECORD OF PROFESSIONAL ACCOMPLISHMENTS days (750,000 gallons) of wet weather effluent storage and one day (250,000 gallons) of reject storage. The existing ring steel package treatment facility was completely rehabilitated. The project included new on site effluent reuse pumps, a canopy roof for the existing centrifugal blowers, sodium hypochlorite storage tanks and a building to enclose the tanks and feed system and numerous piping modifications including bypass piping for the Dynasand filters. New sodium hypochlorite and alum feed equipment and effluent monitoring equipment were added to bring the facility into compliance with FDEP requirements. CH2M HILL provided the engineering services during construction of the facility improvements and worked closely with the County to coordinate improvements at the golf course to facilitate the pond storage and distribution for land application of effluent. Sanitary Sewer Lift Station Improvements 2002, St. johns County, Florida In 2002, CH2M HILL completed design efforts for the rehabilitation of five wastewater lift stations, including one 1,100 gpm master lift station that included variable frequency drives, a new 10 foot diameter wet well, a standby power generator and telemetry. The project, managed by Mr. Hersey, was bid for the equipment installation and site improvements which facilitated the County pre-purchase of the pump equipment to allow for sales tax savings. Permitting within the FDOT Right-of-Way was complicated by a concurrent FDOT project for road resurfacing and drainage improvements. CH2M HILL provided the engineering services during construction of the facility improvements. The construction services were expanded to include the installation of three lift stations designed by County forces. Reedy Creek Wastewater Treatment Plant (WWTP} Upgrade and Expansion, Reedy Creek Improvement District, Orlando, Florida The Reedy Creek Improvement District provides utility services to Walt Disney enterprises near Orlando, Florida. The upgrade and expansion of the Reedy Creek WWTP (RCWWTP) to 24-mgd was part of amulti-discipline program undertaken by CH2M HILL. The program included, among other activities, improvements to existing facilities, wastewater sampling and characterization, the addition of advanced wastewater treatment, and membrane pilot and 5-mgd full-scale facility for reclaimed water. CH2M HILL provided study, design, and construction services for the RCWWTP expansion. The existing secondary treatment system was replaced by a 5- stage Bardenpho BNR system designed to meet stringent Florid surface water discharge limits of 5 mg/L biological oxygen demand (BOD), 5 mg/L total suspended solids (TSS), 3 mg/L total nitrogen, and 1 mg/L TP. Modifications to existing facilities included modifying the primary clarifiers to permit the fermentation of primary sludge to enhance the biological phosphorus removal process. GH2MHILLTEAM-~-~~-s~st~~ ~~r~~ ~~~~ti~~~r~ ~d~a~n-t`-" 2~ SECT/ON 2 PAST RECORD OF PROFESSIONAL ACCOMPLISHMENTS F. Wayne Hill Water Resources ' Center Expansion, Gwinnett County Department of Public ' Utilities, Buford, Georgia The development of the F. Wayne Hill Water Resources Center began in 198$ ' when Gwinnett County and CH2M HILL first focused on integrated water and wastewater planning. The result of this effort was the design, construction, and commissioning of a landmark 20-mgd ' capacity facility that returns very high quality potable reuse water to Lake Lanier - a key water supply source for all of ' north Georgia. CH2M HILL continues to assist Gwinnett ' County by producing the master plans and lake modeling to support the wastewater treatment facilities. t Currently, CH2M HILL is finalizing the engineering design for the Phase 2 expansion to 60-mgd. ' The Phase 1 design used BNR combined with chemical tertiary treatment, while the Phase 2 design will combine BNR with either chemical treatment or effluent membranes. The Phase 1 and 2 facilities are designed to achieve effluent permit ' limits of 25 mg/L COD,1.0 NTU turbidity, 0.5 mg/L NHs N, 10 mglL total nitrogen, and 0.13 mg/L TP. I,~ ' ~F12MHILLTEAM~~i~~~x~~ ~~~r~~~~ ~~~~~~r~ !'~~-r`~'` 2-7 J i ~~ 7 J i r r ii a L ~+ N L d ' 3 !C N J J N U c m m u m m 8 @ m ~ ~ m a a m ® F c 'v 3 3 +Q-' T -3 .. ~ r~ O oLL O q~ ~~ m a ? ~ ~ ~ o U '~_ m ?~ N ~ ~ a 3 m Q ` ~~ ~ ®. m N ~ n. O N ~ ~ C N N N~ m £ 7 n ~„ p ~ ~ m 3 p r C F® ~a m.~ ~ O j .. 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"c Z U '^ - o w a ~ ~ ~' ~ m v ~ ~ m ~ E ~ a a i C ~ U ~ U~ ~ m ~~ ~ H O R Y= ° U -p ~ O~ m ~p.~ ® p Y c o 0 0 m._ 0 U o ~~ i`O Hd ~U >~ >Z ~m 0 ° a ~ ~l)J~~!r~;l~fJJ~~11 ' WB112005001JAX secnoNs PROJECT APPROACH 7 General Approach Project Kickoff Meeting u i For the preparation of City of Atlantic Beach (COAB) updated Sewer Master Plan and report preparation for WWTP No. 1 permit renewal, CH2M HILL will first develop a detailed scope of work far the COAB to review. As part of this proposal, we have developed a work approach that will, upon approval from the City, likely form the basis for the task order proposal. The major elements of work for the Sewer Master Plan Update consist of the following: • Conceptual design for nitrogen removal at WWTPs 1 and 2. • Recommendations for solids handling at both WWTPs. • Recommendations for modifications and upgrades at both WWTPs to improve efficiency. • Updated analysis of lift stations and force mains. • Updated Capital Improvements Program for sewer projects. • Develop Master Plan report and present to the City Commission. The major elements of work for the FDEP Permit Renewal for WWTP No. 1 consist of the following: • Update the plant's Capacity Analysis Report (CAR). • Prepare an O&M Performance Report. • Update the existing Reuse Feasibility cost estimates. • Prepare and submit the permit application package and respond to Requests for Additional Information (~s)- The following presents CH2M HILL's proposed approach to performing this work for the COAB: CH2M HILL will conduct project kick off meeting to review data and information needs and discuss the Work Plan for the project. Sewer Master Plan Update Wastewater Characterization and Flows Review plant flows and wastewater characteristics for the years 2003-2004 to establish design wastewater constituent loadings for evaluation of treatment alternatives. CH2M HILL will obtain data from other Beaches wastewater utilities that may want to participate in a consolidated nitrogen removal facility. Wastewater Flow Projections CH2M HILL will obtain wastewater flow projections from COAB and use these flow rate projections in subsequent tasks, as needed. CH2M HII.L will obtain flow projections from other Beaches wastewater systems as needed. Evaluation of Existing Facilities CH2M HILL will document existing COAB WWTPs and evaluate historical treatment performance to achieve current treatment objectives. Current process loading will be compared to planned design loading. CH2M HILL will conduct awalk-through inspection of the WWTPs to include a review and identification of potentially inefficient wastewater and solids handling facilities and operations. CHZMHILLTEAM~~~y~_vs~t; ~~~ ~~~~-yr~ ~~~~~`-' 3-1 C 0 ii 0 fl SECT/ON 3 PROJECT APPROACH Treatment Alternatives Identification and Screening Workshop If deemed appropriate by COAB, CH2M HILL will facilitate a 1 / 2-day workshop to -- review findings to date, identify nitrogen removal treatment alternatives, potential solids handling improvements, plant efficiency improvements, and screen out those alternatives that will not meet the future needs of COAB. Abroad range of nitrogen removal technologies will be considered including innovative technologies as well as conventional methods.. Preferred Alternative Selection Workshop CH2M HILL will assemble materials and evaluations and facilitate a 112-day workshop to review and compare the alternatives and select a preferred COAB treatment alternative. Information Compilation and Review CH2M HILL will gather and review available data provided by COAB including flow records, record drawings, pump curves, records on pipe failures, equipment problems, power outages, power usage, SSOs, pump run times, and projected flows. As necessary,CH2M HILL will conduct site inspection visits. If needed, CH2M HILL will provide COAB with list of supplemental information needs that may include pressure monitoring, flow measurement, and wet well level measurements. CH2M HILL will identify potential range of ' TMDL requirements that COAB may face in the future. Technologies and methods to meet TMDLs including treatment ' alternatives and diversion alternatives such as reuse will be identified. Potential systems that could be utilized in a consolidated mode with other Beaches utilities will be identified. i C u 0 0 II~ Alternative Development Each viable alternative will be developed to a level of detail that will allow comparative evaluation with other alternatives. Development will include a process flow diagram to show the main flow streams and how the alternative interfaces with the existing facilities. Sizing criteria will be established and the number, size and site location of major process units will be developed for the basis of cost estimating.. Preliminary Economic Analysis A comparative current year order-of- magnitude (+50% -30%) capital cost estimate will be prepared for each alternative. Comparative annual operation and maintenance costs will also be prepared and estimates of chemical consumption tabulated. CH2M HILL will interview O&M personnel to obtain information and gain their perspective on the state of the collection system. CH2M HILL will review pump station run time reports, O&M reports and logs, and GIS maps. CH2M HILL will review COAB's projected flows for pump station basins and compare to pump station capacities. If areas with unusually high flows are identified, COAB may want CH2M HILL to conduct a cursory I/I analysis. Develop Recommendations COAB will require that the pump station and force main schematic diagrams be updated including private stations and new or modified stations. CH2M HILL will prepare an updated summary of the lift CHZMHILLTEAM~~'~_~-~.~~_~ e'~L~~ ~ra~~nin~ ~-u~~~~a~ 3-2 i SECTION 3 PROJECT APPROACH stations including capacities and wet well data. CH2M HILL will identify specific recommended improvements to collection system. Capital Improvements Plan Update Based on the findings above, CH2M HILL will develop a prioritized ranking of recommended projects. The ranking shall take into account factors such as risk, environmental, public health and safety, construction difficulty, and regulatory impacts. For each project, an implementation schedule including engineering, permitting, and construction will be developed along with a capital cost estimate. The schedule will factor in COAB budget limitations. Prepare Sewer Master Plan Update Report CH2M HILL will prepare 60 and 90 percent review sets of the Sewer Master Plan Update Report for COAB. Final copies will be prepared and a presentation will be conducted before the City Commission. FDEP Permit Renewal for WWTP No.1 For the FDEP permit renewal for WWTP No. 1, CH2M HILL will update the plant's Capacity Analysis Report (CAR), prepare an O&M Performance Report, and update the cost estimates for the existing Reuse Feasibility Study. CH2M HILL will prepare drafts of these documents for COAB review and, upon their completion, submit the permit application package to FDEP and respond to Requests for Additional Information (1ZAIs). Project Delivery As a global project delivery firm, CH2M HILL specializes in the processes and tools necessary to design effective project approaches and work plans. In this section, we present our approach to project planning, controlling budget, schedule, quality, and safety on this COAB project. CH2M HILL's project management competence rests on our mastery of the tools necessary for managing wastewater projects. Our project managers have a fully integrated project control system that combines scope, schedule, budget, actual, and forecast data into one database. This real-time reporting project control system assists project teams in the day-to-day management of their projects. To assure real-time information upon demand to all team members, we provide controls for the following project management functions: • Work Planning • Cost Estimating • Reporting • Quality Control • Health and Safety Program Proper planning forms the foundation for successful delivery of projects. The work plan is imperative to meeting schedule, budgetary, and quality control goals. The Work Plan defines clearly what has to be done, in what order, and by what date. Changes to, or deviations from the Work Plan are easily detectable. Developing a Work Plan for a project starts with CHZMHILLTEAM-~~~-v~~i~ ~ ~~a~~~~~~~~ ~~a~~ ~ 1 1 J i 7 7 L ii 7 I.. SECTION 3 PROJECT APPROACH developing a work breakdown structure (WBS) that accomplishes the following: • Organizes the work by tasks and duration. • Identifies and defines deliverables and their due dates. • Aligns the project schedule with the calendar and COAB's expectations. Work Plan preparation and updates include input from COAB, senior advisors, key project team members, and other CH2M HILL managerial staff. When the scopes of specific project tasks are defined and COAB provides the notice to proceed, Mike Hersey will prepare project instructions that include management, organization, scope definition, schedule, budget information, and all the quality control (QC) program necessary to complete the project properly. The project instructions also provide technical guidance for our team's work on their respective tasks. In today's volatile economy, CH2M HILL realizes how important valid planning and construction cost estimates are to clients such as COAB in managing budgets. For this reason, we maintain a staff of specialists who prepare cost estimates and schedules. CH2M HILL's management information system (MIS) provides updated project status information on a weekly basis. This tool enables the project manager to quickly track progress versus expenditures and, if needed, take corrective action and notify the client. As work is initiated on this project for COAB, actual costs will be captured in MIS to ensure that COAB's budgetary goals are met. A labor and materials distribution report is downloaded weekly to allow the project manager to review and track charges by CH2M HILL staff and compare them with progress measures. CH2M HILL's QC program consist of processes and tools that have the following goals: • COAB will receive a product that meets project objective and standards because the instructions carefully describe those objective and standards. • COAB will receive a product that has been reviewed by senior consultants who have experience far the particular project. • The project team members and COAB staff will understand the procedures - technical, administrative, and managerial -that will be used on the project. Minimal time is wasted redoing work because of a misunderstood objective or approach; thus, the project will be expedited. Health and safety are an integral part of CH2M HILL's culture. For this reason, we maintain a Health and Safety (H&S) program that is dedicated to the safe delivery of all of our projects. A H&S Toolkit available on our Intranet assists project managers in determining and implementing the required H&S elements. Also, our safety management staff train employees in required H&S practices. The effectiveness of CH2M HILL's H&S program is best demonstrated by our OSHA Recordable Incident Rate, which is less than the industry average for a firm of our type. GH2MHILLTEAM~+~.~~~ ~_z~~1 ~-~--~~~~- ~~~r9s~~~rc~ ~~~ 3-a i ~~ J ~'~ W8112005001JAX u i SECTION 4 STAFFAYAlLAB/LITYAND CAPABtLtTY TO MEET QEADLtNES The CH2M HILL Team has more than enough capacity to accommodate the City of Atlantic Beach's Sewer Master Plan Update 2006 along with our current and projected workloads. As a global project delivery firm and with extensive resources in Jacksonville and Florida, CH2M HILL has the capability to serve a large share of the water and wastewater utility market. The benefit to the City is that we can quickly and efficiently deliver multiple contracts, providing continuity and the greatest value for your engineering dollars. The projects completed for the City of Atlantic Beach by CH2M HILL (Gee & Jenson became a division of CH2M HILL and performed some of the work) include projects that range from major design and construction administration to small projects such as permitting assistance. Below is an example of some of the over 45 projects we have successfully completed for the City of Atlantic Beach dating back to 1985. • Value Engineering Review of Headworks Improvements at WWTP No. 2 • Wellfield Siting and Design Services New Well Nos. 6S and 7 • We112R Permitting Services • Beach Avenue Water and Sewer Extension • Oak Harbor Water 1 Sewer Rehab • Stormwater Master Plan • Buccaneer WVVTP Expansion • Comp Plan Evaluation • Parts B, C and D Water Master Plan • Water System Improvements • Chlorine Handling Facility WTP No. 3 • Revisions to WTP's 1 and 2 As far as timeliness of completion on our projects for the City, we have an excellent record. All of our projects with the City of Atlantic Beach have been timely and delivered to staff on time. Ongoing Projects Because of our considerable resources in Jacksonville and elsewhere in Florida, our current ongoing projects will in no way affect delivery of the City of Atlantic Beach's Sewer Master Plan Update 2006. CH2M HILL commits to the City of Atlantic Beach the dedication of management attention and human resources necessary to deliver quality, efficient, and cost-effective services to your projects. The subsequent undertaking of projects not associated with the City will not affect any of your project team's structure or availability of team members, or the quality and schedule of project services and deliverables. Availability of Staff The City of Atlantic Beach is atop-priority client and we have Corporate commitment to provide the resources needed from our staff of more than 15,000 to deliver quality work on time and within budget. With 13 offices and a staff of 700 in Florida, CH2M HILL has more than enough resources to complete your projects within the projected schedule. The proposed Master Plan project will use a fraction of the project delivery capability of our Jacksonville office. Team Member Availability Our team members have more than enough availability to perform the City of Atlantic Beach's projects, as shown in the table below. To provide the City with the ' GHZMHILLTEAM-- ~e~~t~~"sue-~s t; ~ ~=1"r- pia- ~t~~ - ~z-r 4-1 T7`d ~' ~ '~'pd~lf~_ r C C r i f C C L 0 0 0 N N n N N b N N N N N N N r Y r m 3 r 0 °~ i n ~ • v N • 0 s y N O ~j m R '° N s = ~ 7 W O ~ ~ ~ ~ D ~ ~ c v m ° 2 > m m o o V ~ O m c c m ~ ~j i o W E y ~ .° Rm' Z d LL ~ ~ ~ m ~ °- ' o _ ~ m ~~ m ~ c > ~ ~ E ~ a W ~ -~ ~ o ® m m ° c a a a ?~ ~ ° a c m o 'o ~ o ~ ~ c c . a a w ~ ~ ~ ~ m ° Q. ~ > ~ ~ Q c . ~. m ® ~ t ~ y W R O > ~ V ® o ~ ~ m d W d _ O W m ~ m C{ N C R W ~ U IL ~ m y p u ~ W ~+ W ~. ~ C ~ ~ W ~ ~ d a ° ~ a ~ :: :: c a Q U U c m ~ Q a E 3 , E 3 ~ ~ `°t E 3 E ro m ° 3 3 . m m E ~ ~ a o ~ a ; ~ E c ° ` 3 E ° ' ~ m ~ y m ~ ~ € ~ ~ m ~ ~ ~ d o Y ~ a m a m ' a ® 0 ® o r m m c c a c d Q m ~ m ~ ° ® ~ 3 3 ~ w m F Q a ~ ~ _ ~ . m U rn U ii a D U ii ~~ n_ . - m d w 3 a 3 Q v °! a p ¢ o z o a rn u- U m a- i~ i~ ~ ~111~11~1~~i~; 1J11~1J1~1!'f J11~~I1~~f~(l~~ ' WB112005001JAX SECTION 5 FINANCIAL RESPONSIBILITY AND INSURANCE I Financial Strength CH2M HILL is a U.S.-based, employee- owned company committed to excellence and financial success, and fulfillment of all u ii ii i i ii ii n contractual obligations to the client's satisfaction. We have more than 50 years of operations without a loss and an extensive bonding capacity. Our financial stability and strength will ensure our ability to integrate and package the full spectrum of services required for this project. An audited financial statement summary is attached. This information provides financial qualification information which clearly demonstrates CH2M HILL's financial strength as indicated by our: • Low debt in relation to business volume • Excellent credit ratings • Unsecured revolving credit lines • Substantial net worth • Long-term growth and financial performance over the past ten years Bank Reference CH2M HILL and Wells Fargo Bank have had a strong financial relationship for over 50 years. We have attached a reference letter from Wells Fargo Bank which will attest to our financial strength. Insurance CH2M HILL has a comprehensive, sophisticated risk management and insurance program and we are confident we can meet the insurance requirements in the City's RFP No. 06-01 as evidenced by the Memorandum of Insurance enclosed. Currently the Professional Liability is with an A.M. Best's rated carrier of A+VXV {Zurich) and we have a primary limit of $5 million per claim and in the aggregate. The primary casualty program is also with Zurich on an occurrence basis. Additional limits are available depending upon the work scope, risk and exposures. As aquasi-privately held company we do file with the SEC and you may access our complete financial information (1 OK & l OQ) at www.ch2mcom, then select About Us/Employee Ownership/SEC filings. This detail reflects our financial capability to both meet our deductibles and shows our long term financial stability. Regarding RFP#06-1, paragraph 5 "Indemnification requirement", CH2M HILL is pleased to hold the City harmless to the proportionate extent of CH2M HILL's negligence. We wish to enter into good faith discussions with the City so that the wording of the aforementioned clause be representative of our obligation" CHZMHILLTEAM~~-~~ ~~ ~~- ~•i~-~z~- .~-~a~~~ 5-1 n CH2M HILL COMPANIES, LTD. AND SUBSIDIARIES (Dollars in Thousands) SUMMARIZED CONSOLIDATED STATEMENTS OF INCOME For the Years Ended December 31, zao2 2003 2004 .s Revenue 1,954,943 2,154,332 2,715,426 rating Expenses {1,947,fi78} (2,141,619) (2,694,106} Operating income 7,265 12,713 21,320 :r lncome, Net 45,037 27,839 30,337 Income Before Taxes 52,302 40,552 51,657 me Taxes (22,647} (16,748) (19,319) Net Income 29,655 23,$04 32,338 SUM MARIZED CONSOLIDATED BALANCE SHEETS As of December 31, zooz 2003 zoo4 entAssets 471,126 537,010 590,799 'r Assets 144,946 208,997 240,671 Total Assets 616,072 746,007 831,470 ~ent Liabilities 362,224 463,839 502,422 sr Liabilities 73,547 81,994 99,198 reholders' Equity 180,301 200,'174 229,850 Total Liabilities an d Shareholders' Equity 616,072 746,007 831,470 Summarized from Audted Financial Statements I hereby certify that the above information for the years 2002 through 2004 was taken directly from the financial statements audited and confirmed without exception. If you wish to review the actual full financial statements, are available on our website at www.ch2m.com. JoAnn Shea, Vice President & Controller 1 J II~ C _ _. - - ~ ~ ~. , ~a .. _- ~ DATE 'MEMORANDUM OF INSURANCE 16-Nov-2005 :This Memorandum is issued as a matter of information only to authorized viewers for their internal use only and confers no rights upon "any viewer of this Memorandum. This Memorandum does not amend, extend or alter the coverage described below. This Memorandum `may only be copied, printed and distributed within an authorized viewer and may only be used and viewed by an authorized viewer for its .internal use. Any other use, duplication or distribution of this Memorandum without the consent of Marsh is prohibited. "Authorized !viewer" shall mean an entity or person which is authorized by the insured named herein to access this Memorandum via http:JJwww.marsh.com/moi?client=1385. The information contained herein is as of the date referred to above. Marsh shall be under no '.obligation to update such information. PRODUCER COMPANIES AFFORDING COVERAGE Marsh USA Inc. ', ("Marsh") Co.A Zurich American Insurance Company INSURED Co.B ACE American Insurance Company ICH2M HILL, Inc. _ _ - - .. _.. _ Co.C Steadfast Insurance Company Co.D American Zurich Insurance Company COVERAGES ~_ __._. _. ~, .__ ~ __~ .~»a ,e __: ~.e a_..._ 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 CONTRACTOR OTHER DOCUMENT WITH 'RESPECTTO WHICH THIS MEMORANDUM 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. __ ._ _. CO TYPE OF INSURANCE; POLICY NUMBER POLICY POLICY LIMITS LTR EFFECTIVE EXPIRATION LIMITS IN USD UNLESS OTHERWISE DATE DATE INDICATED A GENERAL LIABILITY GL0378472601 01-May-2005 01-May-2006 GENERAL USD 5,000,000 !COMMERCIAL USD$500,000 SIR 'AGGREGATE GENERAL LIABILITY PRODUCTS - USD 5,000,000 .'OCCURRENCE COMP/OP AGG PERSONAL AND ADV USD 1,500,000 INJURY EACH OCCURRENCE USD 1,500,000 ', FIRE DAMAGE (ANY ! USD 1,500,000 ONE FIRE) MED EXP (ANY ONE PERSON) A AUTOMOBILE BAP837851610 (AOS) Ol-May-2005 01-May-2006 COMBINED SINGLE USD 2,000,000 A "LIABILITY 7AP837856010(TX) O1-May-2005 O1-May-2006 LIMIT A -ANY AUTO A B EXCESS LIABILITY UMBRELLA FORM ' GARAGE LIABILITY D WORKERS A COMPENSATION / A EMPLOYERS ' :LIABILITY THE PROPRIETOR j ''PARTNERS J BODILY INJURY (PER PERSON) ,,_. . BODILY INJURY (PER - !ACCIDENT) PROPERTY DAMAGE . XOOG22408571 O1-May-2005 Ol-May-2006 EACH OCCURRENCE :: USD 3,000,000 AGGREGATE USD 3,000,000 AUTO ONLY (PER __ `ACCIDENT) OTHER THAN AUTO ONLY: WC837856611 WC837856510 WC378476100 EXECUTIVE OFFICERS ' ARE: INCLUDED A PROFESSIONAL !EOC382462103 LIABILITY __ C 'CONTRACTORS CPL386445403 .POLLUTION LLIABILITY EACH ACCIDENT _. AGGREGATE O1-May-2005 O1-May-2006 WORKERS COMP Statutory O1-May-2005 01-May-2006 :LIMITS OS-May-2005 01-May-2006 EL EACH ACCIDENT USD 1,000,000 EL DISEASE -POLICY USD 1,000,000 LIMIT -_ - EL DISEASE- EACH UDS 1,000,000 EMPLOYEE O1-May-2005 O1-May-2006 EACH CLAIM AND USD 1,000,000 TOTAL FOR ALL CLAIMS Ol-May-2005 Ol-May-2006 EACH CLAIM AND USD 1,000,000 TOTAL FOR ALL 'CLAIMS The Memorandum of Insurance serves solely to list insurance policies, limits and dates of coverage. Any modifications hereto are not authorized. DATE ';MEMORANDUM OF INSURANCE 16-Nov-2005 ' This Memorandum is issued as a matter of information only to authorized viewers for their internal use only and confers no rights upon :any viewer of this Memorandum. This Memorandum does not amend, extend or alter the coverage described below. This Memorandum may only be copied, printed and distributed within an authorized viewer and may only be used and viewed by an authorized viewer for its ' :internal use. Any other use, duplication or distribution of this Memorandum without the consent of Marsh is prohibited. "Authorized 'viewer" shall mean an entity or person which is authorized by the insured named herein to access this Memorandum via http://www.marsh.comfmoi?client=1385. The information contained herein is as of the date referred to above. Marsh shall be under no obligation to update such information. PRODUCER _ INSURED __ _. ' Marsh USA Inc. CH2M HILL, Inc. ("Marsh") _ _ ~__. 'ADDITIONAL INFORMATION ' In the policy language below, the words you or your means the Named Insured on the policy. The words us or we or our means the insurer of that policy: jAs respects the Commercial General Liability policy: i r 0 7 J 7 7 7 Broad Form Additional Insured: All persons, organizations or entities for whose protection and benefit the Named Insured has agreed to name them as an additional insured by contract during the term of this policy indicating such coverage. However, insurance with respect to each person, organization or entity shall not exceed such coverage and/or limits of liability of the Named Insured. 'Primary and Non-Contributory: Additional Insured-Primary Coverage 'Schedule-Name of person or organization: Broad Form Additional Insured. Who is an Insured (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of your work for that insured by or for you. :Furthermore, the following is added to Section IV Commercial General Liability Conditions paragraph 4. Other Insurance: d) This j insurance is primary for the person or organization shown in the schedule, but only with respell to liability arising out of your work for that insured by or for you. Other insurance afforded to that insured will apply as excess and not contribute as primary to the insurance .afforded by this endorsement. Waiver of Subrogation (Blanket) Endorsement: The following is added to the Transferor Rights of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. !Separation of Insureds: i Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first Named !.Insured, this insurance applies: a. As if each named insured were the only Named Insured; and b. Separately to each insured against whom claim is made or suit is brought. As respects the Commercial Automobile policy: Blanket Additional Insured: ;;All persons, organizations or entities for whose protection and benefit the Named Insured has agreed to name them as an additional 'insured by contract during the term of the policy indicating such coverage. However, insurance with respect to each person, organization or entity shall not exceed such coverage and/or limits of liability of the Named Insured. Blanket Waiver of Subrogation: Transfer of Rights of Recovery Against Others To Us In the event of any payment under this policy, we waive our right of recovery against any principal for whom the Insured is operating under a written contract when such contract requires a waiver of subrogation. It is further agreed that work commenced under letter of intent or work order, subject to subsequent reduction to writing with customers whose customary contracts would require a waiver would also fall within this blanket waiver provision. Cross Liability: The inclusion of more than one corporation, person, organization, form or entity as insured under this policy shall not in any way affect the rights of any corporation, person, organization, form or entity either as respects any claim, demand, suit or judgment made or brought by or in favor of any other insured, or by or in favor of any employee of each other insured. This policy shall protect each corporation, person, organization, form or entity in the same manner as though a separate policy has been issued to each; but nothing herein shall operate to increase the company's liability as set forth elsewhere in this policy beyond the amount or amounts for which the company would have been liable if only one person or interest had been named insured. !The Memorandum of Insurance serves solely to list insurance policies, limits and dates of coverage. Any modifications hereto are not 'authorized. J NB112005001JAX i WB112005001 JAX SECTION 7 cosr Schedule of Proposed Billing Rates (Rates include overhead rate on direct labor of 154%, profat rate of 14% applied only to direct labor plus overhead, communication and computer expenses} Principal (Partner or Senior Officer) $180 Project Manager (Responsible Professional) $156 Design Engineer or Architect (Registered} $105 Designer ar Technician (Non-Registered) $ 89 Drafter $ 68 Field Inspector $ 84 Clerical $ 49 Other: Senior Project Manager $165 Technical Specialist $136 Senior Engineer/Senior Designer $118 Project Assistant $ 64 Cost of Printing 0.45 per copy Mileage IRS allowable rate GH2MHILLTEAM-y~~. j't,y~ ~~a~<~-a~.i~a~ ~,a~.~.r~ 7-1 ,, F ~ ~ _ ;~_~~~ .~T L A I~~T IBC ~E A C HC ~'~ ' ~ ~~ rLo~ Request for Proposals (RFP~: For PrQfessionat Engineering Services Sewer Master Plan Update ~Qt RFP No,06- I November o, boo ,~, ,~ Applied Technology and Management, Inc. 4 I I Pablo Avenue Jacksonville Beach, FL 32250 www.appliedtm.com ;.4 .r • .... _e r`r j' r' IF r-`• "}~ ~~.. ~'v ~~1 :r -,' Proposal to the City of Atlantic Beach for Professional Engineering Services for the Sewer Master Plan Update RFP# 06-1 November 30, 2005 Table of Contents Letter of Transmittal 1. Firm's Professional Qualifications and Project Team • 2. Past Record of Professional Accomplishments 3. Project Approach 4. Staff Availability and Capability to Meet Deadlines 5. Financial Responsibility and Insurance 6. Proximity 7. Cost • • • ~ i i _ ,-. -~ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 1. PROFESSIONAL QUALIFICATIONS AND PROJECT TEAM The ATM Team is composed of Applied Technology Management, Inc. (ATM) and subcontractors, Brown & Caldwell (B&C) and J. Collins Engineering Associates, LLC (JCEA). The combined knowledge of our team will provide the City of Atlantic Beach with a complete and comprehensive evaluation of the wastewater system. ATM's TMDL and Sewer Master Plan experience forms the backbone of the team, complimented by Brown & Caldwell's nutrient reduction expertise and JCEA's in-depth knowledge of the Atlantic Beach system. Working together, the ATM Team will provide the City with cost-effective solutions and recommendations that not only meet regulatory requirements but also meet the needs of the City. All team members will be available to work on the project during the entire contract period. In the event a team member leaves, another team member with equal or better experience will be substituted. The proposed organization chart is shown on the following page. ATM Project Qualifications For more than 20 years, ATM has provided clients, like the City of Atlantic Beach (City), expert civil and environmental engineering, water resources, and coastal engineering services. Founded with a single office in 1984, ATM has grown through the years to incorporate eight strategically located offices in the eastern United States. Our services are divided into five principal areas: Civil and Environmental Engineering- Assists municipal and industrial clients with planning, design, construction management and permitting needs for current and anticipated water, wastewater, and stormwater utilities. Water Resources -Provides effective data collection, analysis, modeling, watershed planning, floodplain analysis, and stormwater master planning, affording both the regulators and the regulated community an enhanced understanding of the issues impacting water quality and flood routing on the study area. Environmental Sciences -Offers comprehensive ecological assessment, planning, permitting, and mitigation services to meet regulatory requirements for wetlands and estuarine systems. Coastal Engineering -Works with coastal communities to assess and manage shorelines for long-term recreational use, storm protection, and ecological habitat. Marina and Waterfront Development -Facilitates the effective planning and design of waterfront development or renovation projects. ATM professionals have extensive experience in assisting public and private clients with the numerous challenges of wastewater collection, transmission, treatment, effluent disposal and residuals stabilization and disposal systems and also water treatment and distribution systems. • We have a thorough knowledge of the state of Florida and Federal Water Quality regulations allowing us to evaluate all aspects of The City's situation when presenting wastewater solutions. K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051130\Response\t~ualificationsandProjectTeam final.doc • • ~: ~~ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 ATM's approach to projects is to ensure solutions are based upon sound economic decisions that are_cQSt-effective throughout the life of the project. Our seasoned technical staff is able fo respond to the City's issues in a rapid and sound manner, and we have demonstrated our capabilities with many municipalities and utility operations. Representative water and wastewater clients include: The City of LaBelle, Jacksonville Electric Authority, Charleston Commissioners of Public Works, The City of Jacksonville Beach, Atlantis Resort & Hotel, Palm Coast Plantation, The City of Richmond Hill, and several others. Brown and Caldwell (B&C) A full-service environmental engineering firm, B&C has been designing and implementing customized solutions to complex environmental problems for more than 58 years. We deliver client success by understanding your environment, delivering long-term savings and adding value through innovation. Headquartered in Walnut Creek, Calif., we have 45 offices and more than 1,300 professionals working with municipalities, government agencies and private industry across the country. J. Collins Engineering Associates, LLC (JCEA) JCEA is a locally founded company, incorporated in the City of Jacksonville in 2003. The Florida Board of Professional Engineers Certificate of Authorization for J. Collins Engineering Associates, LLC is CA # 9952. JCEA is certified through the City of Jacksonville and JEA as a Jacksonville Small Emerping Business in the area of utility infrastructure rehabilitation, planning, design, and relocation. JCEA's previous work the City on improvements to their wastewater system provides valuable first hand knowledge about the system's history and the City's needs. As an active member of the team, JCEA will provide assistance in all areas of the project. Personnel Qualifications The ATM Team has the technical and practical background to administer, execute, and implement the various tasks required for the Sewer Master Plan Update. A brief introduction of the ATM Team's key personnel for this project and our organizational chart follow. The ATM Team has the expertise, depth, and experience necessary to develop the City of Atlantic Beach's Sewer Plan Update 2006. Applied Technology & Management, Inc. Stephen C. Swann, PE, Principal ME 1993 OF Environmental Engineering BS 1988 OF Environmental Engineering Experience: Steve has more than 15 years of expertise in permitting and environmental, agricultural, and wastewater engineering and design. He was formerly with the Florida Department of Environmental Protection (FDEP) and is knowledgeable of both the FDEP and Georgia Environmental Protection Division (EPD) rules and regulations. In addition, his years at the FDEP have resulted in the development of first name recognition with many Georgia, Florida and federal permitting agencies. These relationships have proven to be invaluable in securing K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051130\CommentsfromGrant\1 QualificationsandProjectTeam final.doc 3 • n U ,. - ~` Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 commitments from clients and regulators alike to address complicated permitting issues in a common sense approach that satisfies the specific rule while remaining palatable to our clients. Mr. Swann has considerable experience in NPDES permitting and compliance and has played significant roles in ATM's wastewater system planning and design projects for the City of Richmond Hill, City of Glennville and Jacksonville Electric Authority (JEA). Timothy R. Taylor, PE, Project Manager BS 1989 OF Environmental Engineering Experience: Tim is based in ATM's Jacksonville Office and has more than 14 years of experience as a water, wastewater, and stormwater engineer. He has been involved in the design and permitting of various wastewater collection, treatment and pumping facilities. Mr. Taylor's current clients include: the City of LaBelle; JEA, Marineland of Florida, the City of Jacksonville Beach, and a variety of private resort communities in the Caribbean. Mr. Taylor's experience includes preparation of plans, specifications, and contract documents for a wide range of water, wastewater, stormwater, and environmental projects; design and analysis of wastewater treatment and collection systems, reclaimed water systems, as well as technical investigations for environmental projects. Mr. Taylor has served as Project Manager for all of ATM's wastewater pump station work with JEA on the Major Wastewater Pump Station Rehabilitation Design project and the City of LaBelle. Angela Bryan, PE, Sewer Master Plan Task Manager BS 1995 OF Environmental Engineering MBA 2003 UNF Experience: Ms. Bryan has worked in the field of Environmental Engineering for more than 8 years and brings strong water and wastewater system design, construction document preparation, and modeling skills to the project team. She is experienced in water, wastewater and stormwater engineering, having provided support and design services to many of ATM's JEA wastewater projects. She has modeled and analyzed many existing water and wastewater systems, determined deficiencies and recommended capital improvements to correct deficiencies and provide operational systems for future growth. She has laid out wastewater gravity sewer, forcemain systems, and pump stations. Ms. Bryan has also worked on rehabilitating major wastewater pump stations, including replacement of screens, pumps, and valves. Ms. Bryan has considerable previous experience working on water/wastewater projects, and is ATM's current Project Engineer for the St. Simons Island_Water_and Sewer Master Plan project. Ms. Bryan brings proven leadership skills as well as technical prowess that enhances fhe overall team dynamic. Her roles for this project will be development of the design plans and specifications, and assisting with project permitting. Ms. Bryan is licensed in Florida. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\CommentsfromGrant\1 QualificationsandProjectTeam final.doc 4 1.~ • • J.:: _. 1 1 1 Grant Misterly, PE BS 1999 OF Environmental Engineering Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Experience: Mr. Misterly has more than 6 years of experience in civil/environmental engineering and will focus on wastewater treatment. Having worked previously for a large, multi-discipline consulting firm, Mr. Misterly has a variety of experience in environmental, civil, and mechanical engineering as well as construction administration and operational start-ups for major water and wastewater facilities. Mr. Misterly has extensive experience in inspecting and troubleshooting water and wastewater facilities optimizing existing plants for nutrient removal and design of reuse system upgrades. David Canfield, EI ME 2004 OF Environmental Engineering BS 2003 OF Environmental Engineering Experience: Mr. Canfield will provide engineering assistance on all project tasks. Mr. Canfield will focus primarily on water and wastewater treatment. His knowledge of water treatment systems, advanced and biological wastewater treatment processes, and surface, groundwater and wetland hydrology will be a vafiaable asset. Mr. Canfield recently completed an evaluation, including hydraulic modeling, development of alternative solutions, and estimated capital costs, of an existing manifolded sewer system for the St. Johns Service Company, in Ponte Vedra, Florida. Mr. Canfield also continues to provide support to ATM's wastewater pump station work with JEA on the Major Wastewater Pump Station Rehabilitation Design project. Hunter Kelly BS 2005 UNF Civil Engineering Experience: Mr. Kelly will provide assistance on all project tasks. He will focus on wastewater treatment plant design and hydraulic modeling of collection systems. Mr. Kelly is currently involved in the design of a Membrane Bioreactor (MBR) WWTP to produce Public Access - --- quality reuse for the Town of Marineland, Florida. JCEA John Collins, PE Bachelor of Engineering Technology 1977 Georgia Southern University, Civil Engineering Experience: Mr. Collins has over 25 years of expertise in the area of water and wastewater engineering. A large part of his career was with two of the oldest engineering firms in the State of Florida, and his specialty has been utility infrastructure planning, permitting, design and construction administration. His experience includes approximately 10 years in the Environmental Engineering Division at Reynolds, Smith and Hills followed by approximately 10 years at Gee & Jenson. While at Gee & Jenson, he managed the Jacksonville office and also served as Water/Wastewater Group manager for the entire state of Florida. K:\Proposals\GNV-WOrkingW040-CityofAtlanticBeach_051130\CommentsfromGrant\1QualificationsandProjectTeam final.doc 5 Professional Engineering Services .. , , ~, for the City of Atlantic Beach Sewer Masfer Plan Update, RFP# 06-1 Paul Jarrett, PE MS Environmental and Water Resource Engineering, Vanderbilt University BE Civil Engineering, The University of Auckland, New Zealand Experience: Mr. Jarrett was previously the Southeast US Wastewater Technology Leader. for CH2M HILL. He has 25 years of consulting and design experience in environmental engineering, encompassing wastewater and. water treatment system design, performance assessments, trouble shooting and corrective actions. Mr. Jarrett has evaluated and designed improvements to wastewater treatment facilities in the United States and overseas. Having performed the TMDL assessment Atlantic Beach's ongoing study, he has first hand knowledge of the system. Through fiis career; he has gained specialist knowledge in the following fields: • Simulation and design of biological nutrient removal processes using BioWin • Design of membrane bioreactor (MBR) systems • Design of ultraviolet (UV) disinfection systems • Plant capacity and performance analysis including wastewater characterization, pilot plant design and operation, and field test procedures • Hydraulic modeling using XP-SWMM and AFT Fathom • Evaluation of sludge management processes • Operator training and startup services • B&C John Bratby, Ph.D, PE, DEE Ph.D. 1976 Environmental Engineering University of Cape Town MS 1973 Environmental Engineering University of Cape Town BS 1970 Civil Engineering Loughborough University, England Experience: Dr. John Bratby has over 30 years of experience in the areas of design, research and teaching. He held the post of Senior Research Officer of the Water Research Commission of South Africa at the University of Cape Town. He practiced as independent consultant in Brazil, carrying out onsite optimization of water and wastewater treatment plants. He has worked as chief process design engineer; carried-out onsite research; and presented training courses for numerous treatment plants. He has worked as chief process design engineer; carried out onsite research; and presented training courses for numerous treatment plants. Related projects in which he functioned as senior process design engineer include the conversion of a trickling filter-solids contact plant to a 25-mgd activated sludge biological nutrient removal wastewater treatment plant (WWTP) for the City of Boulder,,.Colorado; expansion of the Littleton/Englewood, Colorado trickling filter-solids contact-nitrifying trickling filter WWTP to 50 mgd, including new denitrifying filters with methanol addition; two tertiary treatment BNR activated sludge plants for Brasilia, incorporating the UCT process for biological nitrogen and phosphorus removal (34 mgd and 25 mgd); the City of Phoenix 170-mgd nitrification-denitrification WWTP; the City of Colorado Springs 60-mgd nitrification-denitrification WWTP; the City of Atlanta 50-mgd Utoy Creek Water Reclamation Center (WRC); the 125-mgd R.M. Clayton WRC biological N and P plants; and the Fulton County (GA) 24-mgd bio-P removal Big Creek Water Reclamation Plant (WRP). K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051130\CommentsfromGrant\1~ualificationsandProjectTeam final.doc 6 r1 LJ C] • ~ ii f ~ ~' Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Dr. Bratby's membrane experience includes design and operation of the City of Scottsdale Water Campus 70-gpm pilot plant, operational assistance for the Las Vegas Treasure Island resort water recovery reverse osmosis plant, and process design of the Pima County Randolph Park membrane bioreactor WRP in Tucson. Charles E. Hortenstine, PE BS 1984 Auburn University Chemical Engineering Mr. Hortenstine has over 16 years of experience in the field of environmental engineering. Mr. Hortenstine has been involved with many projects in the State of Florida, including water and wastewater plant design, permitting, and construction; wastewater collection and transmission system evaluation, design and construction; reclaimed water/reuse system, evaluation, design and construction; ~hadge management system evaluation, design and construction; and, treatment process testing,- evaluation and modifications. Resumes Detailed resumes for the ATM team, in the order they appear on the organizational chart, are provided starting on the following page. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\CommentsfromGrant\1 QualificationsandProjectTeam final.doc 7 ~~ ~1 ~J STEPHEN C. SWANN, ME, PE Environmental Engineer EXPERIENCE SUMMARY Mr. Swann has over 15 years of environmental engineering experience. His areas of expertise include conducting environmental impact assessments and evaluations to meet a variety of standards and requirements. His experience with evaluating both natural and manmade systems, such as agricultural, municipal, and industrial operations, enables him to conduct these efforts in a comprehensive and efficient manner. His environmental experience also extends to both wetland and coastal systems. Mr. Swann has worked extensively with a variety of industrial, municipal, and agricultural clients to develop AREAS OF SPECIALIZATION Environmental Engineering, Water & Wastewater Treatment, Environmental Assessments, Environmental Permitting/Compliance EDUCATION ME, Environmental Engineering, UF, 1993 BS, Environmental Engineering, UF, 1988 REGISTRATIONS Professional Engineer, Florida No. 46716 AFFILIATIONS Water Environment Federation Florida Pollution Control Association Florida Engineering Society methodologies and management systems to help assure sustainability and limit environmental impacts. These projects required the development of ground water monitoring programs, infrastructure plans, wastewater treatment systems, hydrologic modeling analyses, land application systems, and a variety of waste management techniques uniquely suited to local environmental, physical, cultural, and social conditions and constraints. Mr. Swann has served as Project Manager for numerous clients including NPDES and ground water permitting; design and evaluation of sludge land application systems; stormwater and wastewater treatment system design and permitting; wastewater reuse systems; wetland system restoration and construction, development of BMP Plans, stormwater Pollution Prevention Plans, and Spill Prevention Control and Countermeasure Plans; and, development and implementation of land • application systems for wastewater disposal. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\CommentsfromGrant\1 QualificationsandProjectTeam final.doc 8 ~~ STEPHEN C. SWANN, ME, PE Key Projects continued CENTEX Marineland Wastewater Treatment Plant, Marineland, FL -Project engineer responsible for the initial planning and conceptual design of a WWTP and reuse system serving the proposed Marineland development. Due to the proximity of this development to an aquatic preserve and the extremely small area available for equipment, a membrane process was specified to assure that AWT quality effluent could be achieved within the site footprint available. investigation to assure that cave systems were not being impacted, a coastal assessment and a terrestrial assessment. Norman's Cay, Bahamas -Project Manager responsible for preparing a Phase I environmental assessment to ASTM standards for Norman's Cay in the Exuma chain of islands. This project required a thorough investigation of prior activities on this island to identify any recognized environmental conditions that must be dealt with prior to transfer of the property. Marina Study, Marine Park of Flagler, Marineland, FL - Provided a market study and conceptual design for an existing marina basin in Marineland, Florida. The market study included an analysis of a comparable boating market and the local boating market, and recommendations for • the conceptual marina design. Tasks for the conceptual design included determining slip mix, determining project depth, addressing navigational safety, and identifying sedimentation potential and long- term maintenance dredging requirements. Also developed a scope of marina business for the potential site and recommended revenue prediction based on slip count, fuel sites and business centers. Environmental Manaaement Proaram. Ritz- Carlton, Grand Cayman, BWI -Project Manager responsible for the development and BMPs for water quality maintenance in the development's lagoon system and for stormwater management throughout the site. Ariel Sands Resort, EIS, Bermuda -Project Manager responsible for completion of an environmental impact assessment associated with the redevelopment of this resort facility in Bermuda. The effort • included a determination of compliance with existing rules and regulations, an S. Anastasia Island Coastal Area Plan, St. Johns County, FL -Project Engineer responsible for collecting and assimilating existing environmental data relating to South Anastasia Island as part of an effort to perform a carrying capacity analysis for this area. This project required meeting with local stakeholders and county officials, as well as representatives of various state and federal agencies to obtain input on issues of concern and gain consensus on the conclusions and recommendations developed by ATM. Cabo Azul Ocean Park, Cabo San Lucas Mexico -Project engineer involved with assisting the project team in developing a conceptual engineering plan for both a temporary and permanent dolphin and marine life attraction. This project required the development of programming strategies, water supply development, life support system design, and development of probable equipments costs to support the ongoing planning and development process for this facility. Resort Development Evaluation, High Oaks International, St. Lucia, BWI -Project engineer responsible for evaluating water supply, wastewater treatment and solid waste disposal criteria fora 750-room resort K:\Proposals\GNV•Working\A040•CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 9 • • ~~ ~~ STEPHEN C. SWANN, ME, PE Key Projects continued development. This project also required a feasibility analysis regarding water supply, wastewater reuse and disposal and solid waste disposal. The solutions to these problems involved an evaluation of physical and regulatory constraints as well as cultural and social constraints relative to a large resort development in an undeveloped portion of St. Lucia. '~- Wastewater Treatment Plant Evaluation, City of LaBelle, FL -Project engineer involved with the evaluation of various components of the City of LaBelle's water and sewer system. Also involved with the design of improvements to the wastewater collection and treatment system. Constructed Wetland Treatment System, Charleston County Commissioners of Public Works, Charleston, SC -Project engineer involved in the design and permitting of a 30 acre constructed wetland treatment system designed to polish 0.50 MGD of reclaimed secondary treated domestic wastewater. Waste Minimization Assessment/Waste Reduction Study Plan, Jefferson Smurfit Corporation, Jacksonville, FL -Retained by Jefferson Smurfit Corporation to develop a combined Waste Minimization Assessment/Waste Reduction Study to aid in reducing toxics in their wastewater treatment plant effluent at their Jacksonville mill. Sludge Land Application Pilot Study Jefferson Smurfit Corporation, Callahan, FL - Project manager for the permitting and installation of a ground water monitoring network to evaluate impacts of land application of an industrial sludge. This project included evaluating and statistically analyzing quarterly ground water. NPDES Permitting, RGC (USA) Mineral Sands, Green Cove Springs, FL- Project manager for the evaluation and permitting of a 7.0 MGD industrial wastewater treatment system for a surface mining operation. This project also included a study to evaluate the quality of the ground water in the vicinity of the mining operations. NPDES Stormwater Management Program, City of Jacksonville Beach, FL -Project engineer responsible for developing a stormwater management program to comply with the requirements of the City's NPDES stormwater permit. Stormwater Model Development, City of Jacksonville Beach, FL -Project engineer responsible for the development and implementation of a dynamic stormwater model used to evaluate an existing stormwater management system fora 40- acre developed area within the City. Wastewater Treatment Plant Site Evaluation, Charleston Commissioners of Public Works, Charleston, SC -Project engineer involved with the evaluation and selection of a site suitable fora 0.250 MGD wastewater treatment plant and sprayfield. Beach Outfall Evaluation, City of Jacksonville Beach, FL -Project engineer responsible for delineating drainage basins and developing storm hydrographs for 29 beach stormwater outfalls, developing strategies for lessening their littoral impact on the beach, and developing conceptual design plans for eliminating the beach stormwater outfalls. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 10 • • 1 I I TIMOTHY R, TAYLOR, PE Environmental Engineer EXPERIENCE SUMMARY Mr. Taylor has more than 15 years experience as a water systems engineer. He has been involved in the design and permitting of several large wastewater collection, treatment, and pumping facilities. AREAS OF SPECIALIZATION Waste/WastewaterTreatrnent and Collection Systems, Reclaimed Water Systems, Water Distribution and Treatment Systems, Design and Analysis, Environmental Technical Investigations Mr. Taylor's experience includes preparation of plans, specifications, and contract documents for a wide range of water, wastewater, stormwater and environmental projects; design and analysis of wastewater treatment and collection systems, reclaimed water systems, water distribution and treatment systems, as well as technical investigations for environmental projects. EDUCATION BS, Environmental Engineering, UF, 1989 REGISTRATIONS Professional Engineer, Florida No. 47667 K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051130\Response\1 ~ualificationsandProjectTeam final.doc 11 • • • 1 1 I TIMOTHY R. TAYLOR, PE Key Projects St. Simons Island Water and Sewer Master - Plan, Glynn County, GA -Project Manager for preparation of master plans for the water and sewer systems servicing St. Simons Island, Lanier Island, and Sea Island. Project scope for the water system includes preparation and calibration of water distribution system model in WaterGEMS for existing system and proposed system upgrades to serve future 20-year service area, preparation of master plan with evaluation of existing facilities and system, determination of existing water losses in system, determination of projected water demands for future 20-year service area, preparation of capital improvement plan including cost estimates and schedule to correct deficiencies in existing system and meet future water demands. Project scope for the sewer system includes preparation of a model of the pump stations, forcemains, and incorporated gravity sewers in SewerCAD for the existing system and the proposed system upgrades for future 20-year service area, preparation of master plan with evaluation of existing facilities and system, determination and location of total quantity of inflow/infiltration into the system, determination of projected sewer generation rates for future 20-year service area, preparation of capital improvement plan including cost estimates and schedule to correct deficiencies in existing system - particularly sewers and manholes which need to be rehabilitated -and upgrades to system required to meet needs of future service area. Final master plans will be presented to the Georgia Environmental Protection Division as required by consent order. Wingate Park Recreation Area stormwater Improvements, Jacksonville Beach, FL - Engineer of Record/Project Manager for the K:\Proposals\GNV•Working\A040-CityofAtlanticBeach_051130\Response\14ualificationsandProjectTeam final.doc preparation of design drawings, specifications, and calculations for a gravity stormwater system with duplex submersible pump station and 8" forcemain to serve a City of Jacksonville Beach Recreational area. Also served as Project Manager in charge of Construction Administration for the project. ` Major Pump Station Rehabilitation, Jacksonville, FL, JEA -Engineer of Record/Project Manager for the preparation of design drawings, specifications, and necessary calculations for six major pump stations with flow rates in excess of 25 mgd each. Rehabilitation included removal and replacement of mechanical bar screens, pump valves and fittings, and pump motors, installation of new flushing and seal water systems, installation of new potable water systems, new ventilation systems, and construction of new air conditioned electrical rooms. Monument Road Water and Sewer.--- Im rovements U d Water-Florida Jacksonvill~Beacb,- .~ -Provided construction observation services including review of project drawings and project manual, review of contractor submittals; inspection of construction materials, daily onsite construction observation services, and preparation of daily inspection reports. Castle Harbour Resort Wastewater Treatment Plant and Civil Engineering, St. George, Bermuda -Provided the design, specifications, contract documents and contract administration for the construction of a new wastewater treatment facility including the distribution and control systems for the treated effluent reuse system. Also provided the design and specifications for roads and site utilities for the development of Ship's Hill and Tucker's Point residential communities and the new golf clubhouse facilities. 12 , ,~ • • TIMOTHY R. TAYLOR, PE Key Projects continued Wastewater Treatment Plant Operation Permit Renewal, Jacksonville Beach, FL- Assisted in preparation of wastewater treatment plant operation permit renewal of 3.0 mgd wastewater treatment plant with discharge to the St. Johns River. Project consisted of preparation of permit application, Operation and Maintenance Performance Report, Reuse Feasibility Study, and response to the Department of Environmental Protection's request for additional information. Wastewater Treatment Facilitv Design and Modification, City of Jacksonville, Mandarin District Wastewater Treatment Facilitv, Jacksonville, FL -Assisted in design review and design modifications for 7.5 mgd wastewater treatment facility. Activities and work scope included analysis of biological process, field investigation, design of polymer feed system, and review of hydraulics. Wastewater Treatment Facilitv Design, Julington Creek Wastewater Treatment Facility -Assisted in design of 2.5 mgd wastewater treatment facility. Project involved permit acquisitions, preparation of plans and specifications, preparation of operation and maintenance manual, and provision of operational support. ~' Wastewater Treatment Facilitv, Jasper, FL - Prepared Operation and Maintenance manual for City of Jasper Wastewater Treatment Facility and permit renewal application. Wastewater System Improvements, Baker Subdivision, City of Live Oak, FL - Prepared sewer improvements construction documents for sanitary sewer system and pump station to eliminate septic tanks in subdivision. Wastewater Pump Station Hydraulic Modeling, Miami-Dade Water and Sewer Authority, Miami, FL -Performed hydraulic modeling for approximately 150 wastewater pump stations and recommended improvements to prevent overflows. Wastewater Treatment Plant Expansion Engineering Report, University of Florida, Gainesville, FL -Prepared preliminary engineering report for the University of Florida Wastewater Treatment Plant Expansion. Required economic and performance comparison of the major process equipment and field investigation. Wastewater Treatment System, City of Richmond Hill, GA - Served a project engineer and assisted with the design of a natural and created wetland treatment system to treat 1.5 mgd of domestic wastewater for the city. Wastewater Treatment Plant Operation Permit Renewal, Sandestin, FL -Prepared wastewater treatment plant operation permit renewal package for 1.2 mgd secondary wastewater treatment plant with public access reuse by golf course irrigation. Project consisted of preparation of permit application, Operation and Maintenance Performance Report, Capacity Analysis Report and response to the Department of Environmental Protection's request for additional information. Wastewater Treatment Plant Operation Permit Renewal, LaBelle, FL -Prepared wastewater treatment plant operation permit renewal package for 0.220 mgd secondary wastewater treatment plant with discharge to a sprayfield. Project consisted of preparation of permit application, Operation and Maintenance Performance Report, Capacity Analysis Report, Agricultural Use Plan, and response to the FDEP's request for additional information. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\14ualificationsandProjectTeam final.doc 13 ~~ • ANGELA B. BRYAN, PE Environmental Engineer EXPERIENCE SUMMARY Ms. Bryan's experience in Environmental Engineering is predominantly in the wastewater field. She has modeled and analyzed water and wastewater systems and recommended needed improvements She has laid out wastewater collection routes and designed gravity sewer, forcemain systems and pump stations. Ms. Bryan has worked on several wastewater treatment facility permit applications and has assisted on wastewater treatment plant facility plans and environmental assessments. Additionally, Ms. Bryan has worked on rehabilitating major wastewater pump stations, including replacement of screens, pumps, and valves. • AREAS OF SPECIALIZATION Environmental Engineering, Water and Wastewater Utility Systems, Permitting EDUCATION BS, Environmental Engineering, UF, 1995 MBA, UNF, 2003 REGISTRATIONS Registered Professional Engineer, Florida No. 56730 Registered Professional Engineer, Georgia No. 28289 Registered Professional Engineer, South Carolina, No. 21839 K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 14 • • ~~ ANGELA B. BRYAN, PE Key Projects St. Simons Island Water and Sewer Master Plan, Glynn County, GA -Project engineer in charge of preparation of master plans for the water and sewer systems servicing St. Simons Island, Lanier Island, and Sea Island. Project scope for the water system includes preparation and calibration of water distribution system model in WaterGEMS for existing system and proposed system upgrades to serve future 20-year service area, preparation of master plan with evaluation of existing facilities and system, determination of existing water losses in system, determination of projected water demands for future 20-year service area, preparation of capital improvement plan including cost estimates and schedule to correct deficiencies in existing system and meet future water demands. Project scope for the sewer system includes preparation of a model of the pump stations, forcemains, and incorporated gravity sewers in SewerCAD for the existing system and the proposed system upgrades for future 20 year service area, preparation of master plan with evaluation of existing facilities and system, determination and location of total quantity of inflow/infiltration into the system, determination of projected sewer generation rates for future 20-year service area, preparation of capital improvement plan including cost estimates and schedule to correct deficiencies in existing system - particularly sewers and manholes which need to be rehabilitated -and upgrades to system required to meet needs of future service area. Final master plans will be presented to the Georgia Environmental Protection Division as required by consent order. Sanitary Sewer Improvements, St. Simons Island, Glynn County, GA -Project Manager and design engineer for preparation of K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc preliminary design report including evaluation of existing sanitary sewer systems and recommendations for improvements in five residential neighborhoods in St. Simons Island, Georgia. Evaluation included research of historical Glynn County data on sewer systems, field evaluation of current conditions including depth and status of all manholes and pipes, and television inspection of sewer systems. Sanitary sewer improvement recommendations involved various trenchless technologies including inversion lining and pipe bursting, with conventional open cut where necessary to correct improper slopes. Prepared construction drawings, specifications, calculations, and construction cost estimates for approximately eight miles of trenchless rehabilitation of gravity sanitary sewer and manhole rehabilitation. Prepared mailers, public notices, and visuals, and assisted Project Director and Utilities Manager for Glynn County during two public meetings for residents of five project neighborhoods. ~' Pollution Control Plant Permit Renewal, City of Jacksonville Beach, FL -Responsible for preparation of FDEP wastewater treatment plant operating permit renewal. Project included preparation of permit application, Reuse Feasibility Study, Capacity Analysis Report, Operation & Maintenance Performance Report, Operating Protocol, and responses to request for additional information for 4.5 million gallon per day (MGD) plant with surface water discharge, limited wet weather discharge, and public access reuse. Sanitary Sewer System Design, City of LaBelle, FL -Project Manager and design engineer for preparation and layout of approximately eight miles of gravity sanitary sewer for four neighborhoods in LaBelle. Sewer systems included gravity sewer, 15 ~, ANGELA B. BRYAN, PE Key Projects continued three new duplex submersible pump stations, forcemains, and rehabilitiation of two existing duplex submersible pump stations. Prepared construction drawings and specifications, all calculations for gravity sewer systems, design and selection of pump stations, and permit applications for FDEP. East Beach Subdivision Water and Sanitary Sewer Improvements, St. Simons Island, Glynn County, GA -Project Manager and engineer for preparation of preliminary design report, evaluation of existing water and sanitary sewer systems, and recommendations for improvements in a 400-home residential neighborhood in St. Simons Island located between the beach and marsh areas. Evaluation included alternative sanitary sewer designs involving conventional open cut and various trenchless technologies including inversion lining, pipe bursting, and pilot tube microtunneling. Various locations were evaluated for the location of a necessary submersible pump station. Prepared construction drawings, specifications, calculations, and construction cost estimates for approximately 25,000 linear feet of gravity sanitary sewer, 20,000 linear feet of 12-, 8-, 6, and 4" watermain, 4,000 linear feet of 8" forcemain, duplex submersible pump station, and 18-, 24-, and 36" gravity storm sewer. Prepared mailers, public notices, and visuals, and assisted Project Director and Utilities Manager for Glynn County during four (4) public meetings for residents of East Beach subdivision. JEA Riverside 3 Water and Sewer Rehabilitation, Jacksonville, FL -Design engineer for preparation of construction drawings, specifications, and FDEP and Department of Transportation permits for the water and sanitary sewer rehabilitation in the Riverside neighborhood of Jacksonville. Design included approximately 15,600 linear feet of 6, 8, and 10" potable water mains and 13,000 linear feet of 8 and 10" gravity sewer. Project was later revised to utilize the use of pipe bursting technology to replace existing gravity sewer and the rerouting of 250 sewer service laterals from the alleys behind the lots to the new gravity sewer, and directional drilling of the proposed watermains to avoid open cut and preserve the historical neighborhood. Hydraulic Modelina of Wastewater System, LaBelle, FL -Modeled and assessed the existing system and possible expansion areas to the wastewater system using Cybernet and AutoCad. Analyzed the impact to the existing wastewater system from a system expansion and estimated the cost of the expansion. Diamond Lakes Water and Sanitary Sewer Design, Arcadia, FL -Design engineer for preparation and layout of design calculations, construction drawings, specifications, and FDEP permits for new water and sanitary sewer systems to serve the Diamond Lakes Residential Retirement Community in Arcadia. Design included 6, 8, and 10" potable water mains and 10,500 linear feet of 8" gravity sewer, 3,400 linear feet of 6" forcemain, and duplex submersible pump station all meeting the requirements of Florida Water Services. Prepared all forms and preliminary engineering report for the proposed Diamond Lakes WWTF to serve the Diamond Lakes Retirement Community with reuse of the effluent on the community golf course. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_OSt 130\Response\14ualificationsandProjectTeam final.doc 16 i i r • GRANT A. MISTERL Y, PE Environmental Engineer EXPERIENCE SUMMARY Mr. Misterly has spent the past 6 years working primarily in the field of water and wastewater engineering design, permitting and construction. In addition, he has a variety of experience in environmental, civil, and mechanical engineering as well as construction administration and operational start-ups for major wastewater facilities in the United States. Project involvement has included water and wastewater facility design and permitting, process analysis, biosolids management, hydraulic analysis, chemical feed systems, odor control, and office building remodeling. Mr. Misterly worked as a co-op student in • the domestic waste compliance and permitting departments at Florida Department of Environmental Protection (FDEP). In cooperation with a wastewater process expert at the University of Florida, Mr. Misterly implemented a program at FDEP to study and improve small wastewater treatment facilities that showed chronic noncompliance. AREAS OF SPECIALIZATION Wastewater facilities design, Wastewater process analysis, Water facility design, Membrane systems, Industrial wastewater treatment, Wastewater nutrient removal, Hydraulic analysis, Stormwater management design and construction administration EDUCATION BS Environmental Engineering, UF, 1999 REGISTRATIONS Professional Engineer, Florida # 60187 CERTIFICATIONS B&V Project Engineer Training Confined Space Entry Training OSHA 10 Hour Safety Course AFFILIATIONS Florida Water Environment Federation K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\7QualificationsandProjectTeam final.doc 17 , ~~ GRANT A. MISTERLY, PE Key Projects Pump Station Design, Chub Cay, Bahamas - Designed wasterwater pump stations for a development on Chub Cay. for a Sequencing Batch Reactor (SBR) treatment system for milk processing wastes. NEPA Permitting, Coweta County, GA - Prepared preliminary environmental assessments for several intersection improvements for the County. Jacksonville Beach Capacity Analysis, Jacksonville Beach, FL -Prepared FDEP report assessing the future capacity of a Jacksonville Beach water treatment facility Capacity Analysis. City of LaBelle. FL - Nestle Water Quality Analysis, Nestle Bottled Water -Project Engineer for water quality sampling and data monitoring to characterize Withlacoochee River influence on subsurface water. Elloree Wastewater Treatment Facility Lagoon, Elloree, SC -Designed aeration and sludge improvements for the Elloree Lagoon wastewater treatment facility. Prepared a FDEP report assessing the Northeast Water Treatment Plant and capacity of the City's water treatment Wellfield, City of Lakeland, FL -Project facility. Engineer for construction phase services for a 20 MGD water plant. Bioway Odor Control, JEA, Jacksonville, FL -Project Manager for the addition of two odor control towers at the Buckman wastewater treatment facility. Marineland Membrane Bioreactor Wastewater Treatment Facility. St. Augustine, FL -Performed planning, permitting and design of a 100,000 gpd membrane bioreactor (MBR) treatment plant capable of producing public access reuse. Water Treatment Facility Improvements. LaBelle, FL -Project Manager for improvements to the City's water treatment facility to reduce total trihalomethane (TTHM) formation. LaBelle Membrane Water Treatment Plant. City of LaBelle, FL -Prepared analysis of alternative treatment options for Rural Utility Service funding of a new water treatment plant for the City. Utility Acauisition Assessment. City of Ocala, FL Project Engineer -duties included determining value of three facilities and costs for necessary upgrades to three utility systems the City is considering acquiring. Water Reclamation Facility #2 Reuse Filter, City of Ocala, FL -Design Engineer for the study and design of effluent filters for public access reuse. The project involved filter installation, hydraulic analysis, CCC modifications, distribution pumps, and a 1.0 MG storage tank. Nashville Biosolids, Nashville, TN - Mechanical Project Engineer for 60 dtpd thermal drying facility. Prepared technical specifications for Design/Build RFP. Water Reclamation Facility #2 Reiect Pond, City of Ocala, FL -Design Engineer for designing diversion structure, lining receiving pond with HDPE, installing a 1.0 MG pump station, and retrofitting an existing plant drain pipeline. Gufstason's Dairy Wastewater Treatment Facility, Green Cove Springs, FL - Prepared a preliminary engineering report K:\Proposals\GNV-Working\A040-CityofAtlantic8each_051130\Response\1 QualificationsandProjectTeam final.doc 18 ~~ • GRANT A. M/STERL Y, PE Key Projects continued Water Treatment Plant #1 Study. City of Ocala, FL -Design Engineer for the analysis of proposed well field and design of anew water plant. Long Creek Wastewater Treatment Plant. Charlotte, NC -Project Engineer for replacement of onsite reuse pumps. Girvin Landfill Biogas Generator, JEA, Jacksonville, FL -Project Engineer responsible for coordinating a study of the maintenance contract for the Girvin Landfill Generators. Oakwood Villa Seatic Tank Phase Out. JEA - Project Engineer responsible for coordinating a study of the feasibility of a vacuum sewer system vs. a gravity sewer system. Iron Sponge Scrubber, JEA -Project Engineer for the design of an iron sponge system for Buckman WRF to reduce the hydrogen sulfide in the digester gas fuel for the generator and hot water boilers. San Jose Water Reclamation Facility Forcemain, JEA -Project Engineer for a feasibility study to phase out an existing 2.25 mgd WRF. The study involved hydraulic evaluation, pump station sizing, and forcemain routing. Buckman Biogas, JEA -Assisted in design and construction of 800 kW engine generator and heat recovery system to utilize excess biogas. Chemscan Sample Pumps, JEA -Project Engineer for sample pump installation and piping at three WWTP's (8 pumps per facility). Alternative Solids Processing, Louisville, KY - Provided 5 weeks of onsite performance optimization and operator training for 300- dtpd digestion facility followed by thermal biosolids drying treatment facility. Arlington East Odor Control Foundation, JEA - Project Engineer for foundation and drainage design for odor control system. Buckman Biosolids, (JEA) -Assisted in the design of a 62.4 dry ton per day centralized biosolids processing facility. Responsible for civil and mechanical design and FDEP domestic waste permitting. Coordinated design with electrical and instrumentation, chemical feed, process, structural, plumbing, HVAC, and mechanical piping disciplines. Also performed construction administration for the project. Buckman Hypochlorite, JEA -Assisted in the design of NaOCI addition system for odor control. Responsible for yard piping and construction management. Buckman Improvements, JEA -Assisted in construction administration duties and startup testing for improvements to the Main Pump Station, Grit Facility, Vactor Truck Receiving Station, and Aeration System for 52 mgd facility. Bradley Road Pump Station, JEA -Assisted in the mechanical design of upgrades to the 20 mgd pump station. System Operations and Control Center Remodeling (SOCC), JEA -Responsible for construction administration for architectural remodeling and upgrading of the SOCC facility. Buckman Ultraviolet Disinfection, JEA, - Replacement of existing chlorine disinfection system with UV system capable of treating 183 mgd. Assisted in construction administration services. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1 ~ualificationsandProjectTeam final.doc 19 r~ U • ~~ DAVID T. CANFIELD, ME, El Environmental Engineer EXPERIENCE SUMMARY David Canfield, EI has recently joined the ATM team after completing his Masters degree in Environmental Engineering, focusing primarily on water and wastewater treatment. He has a strong knowledge of water treatment systems, advanced and biological wastewater treatment processes, and surface, groundwater and wetland hydrology. AREAS OF SPECIALIZATION Wastewater Collection, Treatment, and Disposal; Water Treatment and Distribution; Environmental Permitting; Hydraulic Modeling of Water and Wastewater Systems; Stormwater Management Design and Planning EDUCATION ME Environmental Engineering, UF, 2004 BS Environmental Engineering, UF, 2003 Mr. Canfield has recently completed a Stormwater Master Plan for the Town of Port Royal, SC, which involved an inventory of the existing system and general condition evaluation and a development of deficiencies in the system when evaluated for existing development and future growth. Mr. Canfield also developed capital cost estimates for the Stormwater Master Plan and potential sources of funding. Additionally, Mr. Canfield recently completed an evaluation, including hydraulic modeling, development of alternative solutions, and estimated capital costs, of an existing manifolded sewer system for the St. Johns Service Company, in Ponte Vedra, FL. REGISTRATIONS Engineer Intern, Florida, No. 1100009365 K:\Proposals\GNV-WOrkingW040-CityofAtlanticBeach_051130\Response\1QualificationsandProjectTeam final.doc 20 f~ • ~~ DAV-D T. CANF-ELD Key Projects Port Royal stormwater Master Plan, Port Royal, SC - Provided a stormwater system master plan to handle all stormwater runoff within the Town of Port Royal. The project included mapping the system, modeling the basins and developing plans for operation and maintenance, and a capital improvement plan. Major Pump Station Rehabilitation, Jacksonville, FL, JEA -Project Engineer for the preparation of design drawings, specifications, and necessary calculations for two major pump stations in Jacksonville with flow rates in excess of 25 mgd each. Rehabilitation included removal and replacement of mechanical bar screens, pump valves and fittings, and pump motors, installation of new flushing and seal water systems, installation of new potable water systems, new ventilation systems, and construction of new air conditioned electrical rooms. Marineland Wastewater Treatment Plant Construction Permit, Marineland, FL - Prepared wastewater treatment plant construction permit package for 0.15 mgd advanced wastewater treatment plant with public access reuse water for irrigation. Currently involved in preparation of design calculations, construction drawings, and specifications for the membrane softening wastewater treatment plant. Sanitary Sewer System Analysis and Improvements, Ponte Vedra Beach, FL - Project engineer for the analysis of the existing sewer system in Ponte Vedra. Analysis included hydraulic modeling using EPANET, development of alternative solutions, and estimated capital costs, of an existing manifolded sewer system for the St. Johns Service Company, in Ponte Vedra, FL. LaBelle Water Treatment Facility, LaBelle, FL -Assessed the cost effectiveness of adding a recarbonation system and/or a chlorination alternative to the existing 1 mgd water treatment facility. Deerfield Lakes Water and Wastewater Infrastructure Analysis, Callahan, FL - Provided an analysis of the feasibility and probable cost of constructing a water treatment facility, wastewater treatment facility, and a reuse system on-site at the Deerfield Country Club golf course. Elloree Water/Wastewater Systems Evaluation, Elloree, SC -Assessed the existing water and wastewater system serving the Town of Elloree. Evaluation included field survey, analysis, and recommendations of the existing systems. Herschel Street Pump Station, Jacksonville, FL, JEA -Current design engineer responsible for preparation of design calculations, construction drawings, and specifications for the demolition of an existing wastewater pump station and the construction of a new 1 MGD triplex submersible wastewater pump station in Jacksonville. Glynn County Water and Sewer Masterplan, St. Simon's Island, GA -Currently involved in developing hydraulic models for the water distribution system and sewer system to be incorporated into each masterplan. Also currently working on an inflow & infiltration (I&I) rehabilitation program. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1 ~ualificationsandProjectTeam final.doc 21 • • • ~. HUNTER KELLY Staff Engineer EXPERIENCE SUMMARY Hunter Kelly recently joined ATM's Environmental Engineering group as a wastewater engineer. His areas of interest include water and wastewater treatment, as well as storm water analysis. AREAS OF SPECIALIZATION Wastewater nutrient removal, Wastewater facilities design, Wastewater process analysis, Membrane systems Hunter is currently involved in the design of a 0.15 MGD wastewater treatment plant for the town of Marineland, FL. He is working on the plant layout, process design, and construction specifications. Hunter is also involved in analyzing the capacity of the Jacksonville Beach potable water system. He is working on interpreting pump flow data and pump performance curves. EDUCATION BS, Civil Engineering, UNF, 2005 AFFILIATIONS Florida Engineering Society American Society of Civil Engineers K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1QualificationsandProjectTeam final.doc 22 1 1 1 • HUNTER KELLY Key Projects Centex Destination Properties, Marineland, FL -Performed planning and design of a 0.15 MGD membrane bioreactor (MBR) treatment plant capable of producing public access reuse. City of Jacksonville Beach, Potable Water Capacity Analysis, Jacksonville Beach, FL - Analyzed flow data to assess current capacity and efficiency of raw water and high service pumps. City of Jacksonville Beach, Beach SW Outfall MODS -Created and maintained specifications. Chub Cay Civil Engineering, Bahamas - Created aproject-tracking matrix and helped with the organization of drawings. JEA Pump Station Design, Jacksonville, FL -Surveyed the existing site conditions for design. • K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051130\Response\7 QualificationsandProjectTeam final.doc 23 ~I. COLLINS ENGINEERING ASSOCIATES, LLC • • • John E. Collins, Jr., PE Senior Wastewater/Utility Engineer EXPERIENCE SUMMARY Mr. Collins has over 25 years experience in the planning, design and construction administration of wastewater and water treatment facilities including reclaimed water/water transmission; wastewater collection/pumping, treatment and effluent disposal; potable water supply, treatment, storage, and distribution; infrastructure assessment utility systems evaluation and rehabilitation; and environmental compliance and permitting. Areas of specialization include water and wastewater utility infrastructure master planning, cost and feasibility studies, wwtp/wtp site selection, funding assistance, permitting and implementation of the associated design and construction management of wastewater/water treatment facilities. His long term experience in planning and implementing municipal wastewater treatment facilities began during the massive federal EPA grants program (Federal Law 92-500) that included very comprehensive planning of municipalities wastewater infrastructure -facility or master planning, growth patterns, condition assessment of wastewater infrastructure, collection systems, treatment process and effluent disposal alternative evaluation, value engineering, permitting ,design and construction administration. REGISTRATIONS Registered Professional Engineer, FL (#40085) & GA (#28292) EDUCATION Bachelor of Engineering Technology -Civil Engineering, Georgia Southern University, 1977 CREDENTIALS Member of AWWA C-950 Standards Committee on Thermosetting Fiberglass Reinforced Plastic Pipe Presented Technical Paper "Large Diameter Sanitary Sewer Rehabilitation in Florida" at ASTM Symposium on Buried Plastic Pipe Technology -September 1990 Presented Technical Paper "Palm Beach County Regional Reclaimed Water Conveyance System" at Annual Meeting and Tradeshow -Florida Chapter of American Public Works Association in March 2002. Past Branch Chairman North Florida Public Works Association (APWA) Member of AWWA, AWPA & FWEA K:\Proposals\GNV-Working\A040-CityofAtlantic8each_051130\Response\1~ualificationsandProjectTeam final.doc 24 tel. C^LLINS ENGINEERING ASSDCIATES, LLC • JOHN E. COLL/NS, JR., PE Key Projects REPRESENTATIVE ATLANTIC BEACH PROJECTS City of Atlantic Beach, FL -Served as the Project Manager or Project Director for approximately ten years on multiple utility and civil projects for the city including: City of Atlantic Beach, Odor Control Improvements Buccaneer WWTP, Atlantic Beach, FL -Assisted the City staff with FDEP consent order on odor. Included report and design improvements. City of Atlantic Beach, Atlantic Beach and Buccaneer Sewer improvements, Atlantic Beach, FL -Improvements to three lift stations and new master pumping station and force main for WWTP #1. City of Atlantic Beach, Utility 2000 Improvements, City of Atlantic Beach - Various infrastructure improvements including water lines on Beach Avenue, drainage improvements and new sidewalks on Levy Road. Water Distribution Analysis and Master Plan Improvements, City of Atlantic Beach, FL -Work involved preparation of City-wide water distribution system hydraulic analysis utilizing computer modeling program, and development of Master Plan for phased improvements throughout the system. Oak Harbor Water and Sewer Rehabilitation -Project consisted of constructing total replacement of 10,490 LF of 6- and 8-inch potable water lines and 1,225 LF of 4-inch force main, and rehabilitation of approximately 19,925 LF of 8-inch sanitary sewer via fold-in-place trenchless methods, necessary pavement replacement, and other items for sewer rehabilitation for the Oak Harbor Subdivision. Oak Harbor is a subdivision of 255 homes in Atlantic Beach constructed in the 1960s. Beach Avenue Water and Sewer Extensions -Design for water and sewer extensions to serve the northern Beach Avenue area of Atlantic Beach. The project included construction of approximately 4,000 LF of 6- and 12-inch water main with associated valves, fire hydrants, and services and 7,125 LF of 8-inch conventional gravity sewer. The larger water main was designed as a major piece of a master-planned loop to improve pressure and fire protection to the eastern half of the City. This design was particularly challenging and complex due to the extremely narrow right-of-way width on Beach Avenue of only 25 feet. In addition, the maintenance of existing services through project completion contributed to the complexity of construction due to the unsystematic development of the community. REPRESENTATIVE WASTEWATER PROJECTS Flagler County's Dunes Community Development District, Wastewater Treatment Facilities -Palm Coast, FL - Client Manager/Project Manager. Responsible for planning for 1.0 MGD treatment plant expansion which included evaluation of various treatment processes, study of reuse of the existing onsite 250,000 GPD treatment plant, study alternative filtration processes and alternative evaluation for preliminary screening. Phase 1 A included the design and construction administration of a new 500,000 GPD Sequencing Batch Reactor (2 - 125,000 GPD and 1 - 250,000 GPD basins), K:1Proposals\GNV-Working\A040-CityofAtlantic8each_051130\Response\1QualificationsandProjectTeam final.doc 25 ~1. COLLINS ENGINEERING ASSOCIATES, LLC • • JOHN E. COLLINS, JR., PE Key Projects continued expansion of the chlorine contact basin, sand filters, reclaimed water storage pond expansion, master lift station, preliminary screening structure, automated control system and civil site improvements. grant alternatives and address nutrient reduction and pending TDML issues (TMDL Executive Committee and EPA review/determination of TMDL issues scheduled for January 2006). Clay County Utility Authority's Fleming Island Wastewater Treatment Facility, Clay County, FL -Project Manager/Engineer. Master Planning for 6.0 MGD Wastewater Treatment Facility Project to be accomplished in four phases. Master plan included wastewater treatment process evaluation, effluent disposal alternatives, preliminary treatment evaluation (grit removal/preliminary screening), civil site planning, and stormwater management. Phase 1 included 1.5 MGD treatment facility included preliminary screening (for 6 MGD), oxidation ditch, clarifier, effluent filters, and pumping systems for disposal of residential, or in case of no reuse demand, St. Johns River surface discharge. City of Palatka -Palatka, FL -Process Engineer on the initial re-rating of the existing 3.0 MGD wastewater treatment facility and planned expansion due to growth in the area of residential and commercial development in the service area. Issues surrounding the initial re-rating are reuse, additional nutrient removal and pending TDML issues (TMDL Executive Committee and EPA review/determination of TMDL issues scheduled for January 2006). Town of Hastings -Hastings, FL - Process Engineer on expansion and upgrade of the existing wastewater treatment facility. Evaluation includes process selection, flow projections based on potential substantial growth on the community, development of funding and City of Fernandina Beach -Fernandina Beach , FL -Process Engineer on re-rating of the existing oxidation ditch to eliminate an older inefficient package facility. Prepare engineering report on rerating. City of Melbourne, Grant Street Wastewater Treatment Plant (5.0 MGD) and D.B. Lee Wastewater Treatment Plant (5.0 MGD) -Client Manager. Responsible for mechanical integrity testing of the deep well (including phosphorus removal, aeration improvements, chlorination, ground storage improvements, etc.), rehabilitation of shallow/deep well monitoring wells, Phase IA, IB, IIA, and IIB wastewater expansion (which included new clarifiers, RAS/WAS pump stations, piping, Carrousel train upgrades, etc.), and sludge stabilization facilities. City of Lake City, St. Margaret's Road - Wastewater Treatment Facility, Lake City, FL -Project Manager. Responsible for the planning for the expansion of the St. Margaret's Road Wastewater Treatment Facility from 3.0 MGD to 4.0 MGD. Concept included upgrading influent structure, adding two new clarifiers, flow splitter box and scum pumping station, modifying or upgrading the aeration facilities, sludge handling improvements including new digester and sludge dewatering equipment, upgrading the effluent pumping station and identifying an alternate effluent disposal site. K:\Proposals\GNV-WorkingW,040-CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 26 ~1. COLLINS ENGINEERING ASSOCIATES, LLC • Paul T. Jarrett, PE Wastewater Process Engineer EXPERIENCE SUMMARY He has 25 years of consulting and design experience in environmental engineering, encompassing wastewater and water treatment system design, performance assessments, trouble shooting and corrective actions. He has evaluated and designed improvements to many wastewater treatment facilities in the U.S.A. and overseas. REGISTRATIONS Registered Professional Engineer TN, GA, TX EDUCATION MS, Environmental and Water Resource Engineering, Vanderbilt University BE, Civil Engineering, The University of Auckland, New Zealand He has also performed contaminated site assessments and remediation, solid and hazardous waste management, environmental assessment and environmental modeling. He was a Lecturer in Environmental Engineering for five years at the Department of Civil & Resource Engineering at The University of Auckland, New Zealand. Previously, Mr. Jarrett was the Wastewater Technology Leader, Southeast USA for CH2M HILL. He has specialist knowledge in the following fields: • Simulation and design of biological nutrient removal processes using BioWin. • Design of membrane bioreactor (MBR) systems. • Design of ultraviolet (UV) disinfection systems. • Plant capacity and performance analysis, including wastewater characterization, pilot plant design and operation, and field test procedures. • Hydraulic modeling using XP-SWMM and AFT Fathom. • Evaluation of sludge management processes. • Operator training and startup services. K:\Proposals\GNV-WOrkingW040-CityofAtlanticBeach_051130\Response\1 G]ualificationsandProjectTeam final.doc 27 ~1. COLLINS ENGINEERING ASSOCIATES, LLC Paul T. Jarrett, PE Key Projects Representative Projects Municipal and Industrial Wastewater Treatment Mr. Jarrett was the Lead Process engineer for the Design/Build conversion of a 0.5 MGD sequencing batch reactor to a 2.5 MGD Membrane Bioreactor (MBR) facility. The design and construction of Phase 1 (to 1.5 MGD) of this project was completed in less than one year. Phase 2 was completed the following year. This project included a new main pump station, fine screening facility, equalization basin, new tanks for biological nutrient removal (BNR), membranes and associated equipment, UV disinfection, sludge thickening and storage, sludge dewatering centrifuge and chemical addition facilities. The plant is designed to produce an effluent with total phosphorus (TP) concentration less than 0.18 mg/L. Mr. Jarrett was the Lead Process engineer responsible fora $43 M addition of a new 26 MGD step-feed, activated sludge system with biological nutrient removal (BNR) to supplement an existing trickling filter/solids contact treatment system in Texas. The new facilities includes new aeration basins, secondary clarifiers, RAS and WAS pump stations, a new aeration blower system and associated facilities. The treatment process includes chemically-assisted primary treatment and nitrogen removal. Mr. Jarrett was the Lead Process/Mechanical engineer fora $57 M project to construct a new 24 MGD W. B. Casey Water Reclamation Facility (WRF) biological nutrient removal facility in Atlanta, Georgia. The facilities he designed include the chemically-assisted primary treatment, bioreactors, secondary clarifiers, RAS and WAS pump stations, flow control structures, chemical addition facilities and the plant utility water pump station. He also was responsible for the plant hydraulic design. Construction of this plant was completed in 2004, one year ahead of schedule and under budget. Mr. Jarrett was the lead process engineer on a team that prepared a Residuals Management Plan for the Clayton County Water Authority (CCWA). The plan reviewed existing and future residual loads at three wastewater and two water treatment facilities. Three new solids management facilities using centrifuge dewatering technology were designed. He was lead engineer for the $63 M Design- Build 320-mgd Manukau WWTP effluent wastewater ultraviolet (UV) disinfection facility in Auckland, New Zealand. This is currently the largest UV facility in the world. He also contributed to the design of the 205- MGDdeep bed effluent filters, and associated chemical facilities and pump stations. Mr. Jarrett was the lead process engineer for a $35 M project to upgrade the 6 MGD Schreiber extended aeration Northeast WRF facility for CCWA. The new 10 MGD BNR facility will produce an effluent ammonia concentration less than 0.5 mg/L and effluent TP of 0.18 mg/L. The upgraded facilities include a new raw sewage pump station, headworks, primary sedimentation tanks (with chemical addition capabilities), new anaerobic/anoxic basins, additional aeration blowers, a fourth secondary clarifier, chemical addition and flocculation tanks, four new Fuzzy Filters and a new UV disinfection system. Mr. Jarrett performed the BioWin model development and calibration for improvements to the Buckman WRF in Jacksonville, FL. He is the Lead Process engineer for the $7 M project to convert the aeration basin to a step-feed nitrogen removal system and incorporate sidestream treatment of high-strength nitrogen recycle K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 28 ~I. COLLINS ENGINEERING ASSOCIATES, LLC PAUL T. JARRETT, PE Key Projects continued streams. Secondary clarifiers are being converted from square to octagonal units. Mr. Jarrett performed all hydraulic calculations for the facility. Mr. Jarrett was the Lead Process/Mechanical engineer for the $9 M project to upgrade the 0.9 MGD Navarre Beach WRF in Navarre, FL, which include modifications to convert the oxidation ditch system to a BNR system by structural modifications to the ditch, installation of a new aeration blower and diffused aeration system, a new secondary clarifier, belt filter press (BFP), chemical addition facilities and upgrading of three pump stations. Mr Jarrett was the Lead Process/Mechanical designerfor a new 1.8 MGD WRF in Mafraq Jordan. Treatment facilities include a septage receiving and pump station, fine screens, grit removal, biological nitrogen and phosphorus removal, effluent disinfection, effluent storage and reuse pump station, as well as chemical addition and sludge management facilities. He was also responsible for producing the technical requirements that accompanied the Performance Specifications. Mr. Jarrett was the Lead Process/Mechanical engineer for the $49 M Design-Build (DB) upgrade of solids handling facilities at the Hillsborough River Water Treatment Plant in Tampa, Florida. New facilities include a new filter backwash surge tank and backwash clarifier, new sludge thickener, a thickened sludge storage tank, two new 2-m belt filter presses and associated pump stations and ancillary facilities. Mr. Jarrett was the Lead Process/Mechanical engineer for the $15 M DB upgrade of the Bonita Springs Utilities West Water Reclamation Facility in Florida, which increased the plant capacity from 4.25 MGD to 7 MGD. The upgraded facilities design i included modified headworks including two 6-mm mechanical bar screens, deNitlR Carrousel and clarifier, an on-site 1500- Ib/day sodium hypochlorite generation system, a sludge dewatering facility, odor control system and other miscellaneous plant improvements as well as plant automation. He was responsible for the development of DB performance specifications and start-up for a new and expanded water reclamation facilities in Englewood and Pine Island, Florida. Mr. Jarrett was also responsible for development of DB performance specification, evaluation of bids, construction oversight and commissioning of a New Zealand Navy wastewater pretreatment facility for vessel washdown containing anti- foulant compounds. Mr. Jarrett was on the design team for new sludge facilities, including a thermophilic anaerobic digester and sludge dewatering facilities, for the Pukete WWTP in Hamilton, New Zealand. Mr. Jarrett conducted a performance review and trouble-shooting project at the Te Maunga WWTP in Tauranga, New Zealand. Between 1993 and 1998, Mr. Jarrett was a member of a Watercare External Audit Review Group that evaluated treatment problems at the Manukau Wastewater Treatment Plant in Auckland, New Zealand. This facility includes 700 acres of waste stabilization ponds and anaerobic sludge stabilization lagoons. The Panel addressed issues that related to high effluent ammonia concentrations, pond upsets, the impact of industrial wastewater on treatment, and odor complaints from plant neighbors. The panel also provided guidance during the transition phase that led to the decommissioning of the ponds and lagoons, and the commissioning of a new BNR system. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1~ualificationsandProjectTeam final.doc 29 • • JOHN R. BRATB Y, PH. D, PE, DEE Wastewater Process Expert EXPERIENCE SUMMARY Dr. John Bratby has over 30 years of experience in the areas of design, research and teaching. He held the post of Senior Research Officer of the Water Research Commission of South Africa at the University of Cape Town. He practiced as independent consultant in Brazil, carrying out onsite optimization of water and wastewater treatment plants. He has worked as chief process design engineer; carried out onsite research; and presented training courses for numerous treatment plants. He has worked as chief process design engineer; carried out onsite research; and presented training courses for numerous treatment plants. EDUCATION Ph.D., Environmental Engineering University of Cape Town, 1976 M.S., Environmental Engineering University of Cape Town, 1973 B.S., Civil Engineering Loughborough University, England, 1970 REGISTRATION Professional Engineer #33607 Colorado, 1999 Professional Engineer, Sanitary #26020, Arizona, 1992 TRAINING/CERTIFICATION Arizona Department of Environmental Quality, Certified Operator, Water Treatment Plant (#16914), Wastewater Treatment Plant (#17300), Grade 4 (both) RELEVANT EXPERTISE Nitrification-denitrification. Biological phosphorus removal. Effluent polishing. Process simulation modeling. Aeration. Sludge thickening. Sludge handling. Membrane technology. Filtration. Coagulation and flocculation. Water sludge processing. Disinfection. K:\Proposals\GNV-WorkingW040-CityofAilanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 30 • JOHN R. BRATBY PH.D., PE, DEE Key Projects 75th Street Wastewater Treatment Plant, Boulder, CO, Senior Process Engineer. Complete process design for new 25-mgd biological nutrient removal activated sludge system. The activated sludge plant will completely replace the existing trickling filter-solids contact plant, to meet more stringent future effluent limits. Existing gravity thickeners will be converted to co- thickening (primary and waste activated sludge) dissolved-air flotation thickeners. The project also includes new blower building, secondary clarifier, mixed liquor recycle pumping ,return sludge pumping, and ultraviolet disinfection. Littleton/Englewood Wastewater Treatment Plant Expansion, Englewood, CO, Senior Process Engineer. Issued process design of denitrification options for the trickling filter/solids contact -nitrifying trickling filter plant. Evaluated plant historical data and applied various process models to evaluate the capacity of the secondary treatment processes. Prepared complete plant mass balance model. Results also supported the new Site Application Amendment. Plant expansion studies - to 50 mgd - of all unit processes. Prepared recommendations for pilot plant work for a short list of denitrification options. Issued process design of the final denitrification recycle and postdenitrification filter processes. R.M. Clayton Water Reclamation Center Evaluation, City of Atlanta, GA Senior Process Engineer. Evaluated the existing and future capacity of the 125 mgd R.M. Clayton WRC. Evaluated the ability of the WRC to meet future Metro Atlanta limits: ammonia less than 0.5 mg/L, organic N less than 1.5 mg/L, CBOD less than 2.9 mg/L and total P less than 0.3 mg/L. Project entailed extensive sampling, data analysis and simulation modeling of the WRC. Assessed the ability of the plant to treat high combined sewer flows, up to 244 mgd. City of Fairfield WWTP, Fairfield, OH, Senior Process Design Engineer. Extensive sampling and simulation modeling of the 10 mgd nutrient removal plant. The Biowin simulation program was used. After calibration the model was applied to determine plant modifications to meet future permit limits of 1 mg/L total P and 5 mg/L total N. Randolph Park Water Reclamation Facility, Pima County, Tucson, AZ, Senior Process Design Engineer. Served as Senior Process Design Engineer on the 3.5-mgd Randolph Park WWTP, Pima County, Tucson, AZ. The plant comprises a 3.5-mgd membrane bioreactor plant. Separate process designs were carried out for two potential membrane equipment suppliers (Zenon and Kubota). In one case the SRT and MLSS are limited to 17 days and 10,000 mg/L. In the second case SRTs are in the 30-day range, and MLSS concentrations are close to 20,000 mg/L. Processes were designed to meet Arizona Class A+ reuse standards, which include nitrogen removal. Mason Farm WWTP, Orange Water and Sewer Authority, Carrboro, NC Senior Process Design Engineer. Project entailed extensive sampling and simulation modeling of the 8-mgd biological phosphorus removal plant. The plant currently operates under the patented OWASA process. Evaluated the impacts of removing the trickling filters from the process train. Also determined the impacts of including onsite dewatering and of clarifying fermenter recycled liquors. Carried K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 31 JOHN R. BRATBY PH.D., PE, DEE Key Projects continued out the process design for future plant expansions, ultimately to 22.5 mgd. Facilities Plan Update, City of Lincoln, NE, Process Engineer. Provided process modeling and evaluation activities to update Lincoln's wastewater collection and treatment facilities plan. Metropolitan Council (MCES), Minneapolis/St. Paul, MN, Senior Process Engineer. Conducted process evaluations of four WWTPs in the metropolitan area: Blue Lake, Seneca, Hastings and Stillwater. The Biowin model was calibrated based on historical data and applied to future effluent limit scenarios to evaluate future expansion requirements. This work formed part of the East-West Master Plan. Gilbert Water Reclamation Facility, Gilbert, AZ, Senior Process Engineer.. Issued process design of the Gilbert WRF expansion to 12.1 mgd. Evaluated additional reactors, anoxic zones, secondary clarifiers and aeration requirements to meet future flows and loads, and Arizona reuse standards. Big Creek Water Reclamation Plant and Little River WPCP, Fulton County, GA Senior Process Engineer. Completed extensive sampling and process modeling of these two biological P removal plants for interim capacity improvements and future plant expansions. Big Creek is rated at 24 mgd and Little River at 1.5 mgd. Process designs considered more stringent, future effluent limits. Utoy Creek Water Reclamation Center, City of Atlanta, GA, Senior Process Engineer. Conducted simulation modeling of the 42-mgd Utoy Creek biological phosphorus removal plant to evaluate performance and guide construction sequencing during plant expansion. Evaluated the plant to meet future Metro Atlanta permit limits: ammonia less than 0.5 mg/L and total P less than 0.3 mg/L. 75th Street Wastewater Treatment Plant, Boulder, CO, Senior Process Engineer. Served as Senior Process Engineer on this nitrogen removal study. Evaluated plant historical data and applied various process models to simulate performance of the Trickling Filter/Solids Contact -Nitrifying Trickling Filter (TF/SC - NTF) plant. Extended plant simulations to assess various alternatives for denitrification. Prepared preliminary cost estimates for each of the alternatives. 91st Avenue Wastewater Treatment Plant, Phoenix, AZ, Senior Process Engineer. Led application of activated sludge model (developed during Impact Study) to predict extent of denitrification and requirements for supplemental carbon (methanol) feed for 177-mgd capacity. Served as Process Engineer for design of methanol system. Evaluated dissolved air flotation (DAF) thickeners, delineation of upgrades, and testing programs required. Las Vegas Street Wastewater Treatment Plant, Colorado Springs, CO, Senior Process Engineer/Project Manager. Oversaw capacity evaluation for nitrogen removal activated sludge plant. Established operating guidelines and prepared operating charts. K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\1 QualificationsandProjectTeam final.doc 32 r~ LJ U • Charles E. Hortenstine, PE Senior Project Manager EXPERIENCE SUMMARY Mr. Hortenstine has over 16 years of experience in the field of environmental engineering. Mr. Hortenstine has been involved with many projects in the State of Florida, including water and wastewater plant design, permitting, and construction; wastewater collection and transmission system evaluation, design and construction; reclaimed water/reuse system, evaluation, design and construction; sludge management system evaluation, design and construction; and, treatment process testing, evaluation and modifications. EDUCATION B. S. Chemical Engineering, Auburn University, 1984 Current Environmental Graduate Student, University of Central Florida REGISTRATIONS Professional Engineer No. 41029, Florida, 1989 RELEVANT EXPERTISE Water/Wastewater nlnfrastructure K:\Proposals\GNV-Working\g040-CityofAtlanticBeach_051130\Response\1 GlualificationsandProjectTeam final.doc 33 • .] • CHARLES E. HORTENSTINE, PE Key Projects Pembroke Pines East Wastewater Treatment Plant, The Haskell Company, Pembroke Pines, FL, Project Manager. The City of Pembroke Pines has contracted with a design build firm, The Haskell Company, to provide engineering contracting services for several City projects. Brown and Caldwell has been retained to provide the design and permitting of the 12 mgd wastewater treatment plant and disposal facilities. This plant is a new 12 mgd plant on a green field site. Conceptual design included process selection, hydraulic profile development, site layout, equipment selection and layout, material specification, equipment data sheets, process and instrumentation diagrams, electrical riser diagrams, and structural layout. City of Orlando Water Conserv II Master Pump Station, City of Orlando, FL Project Manager. Mr. Hortenstine is currently serving as project manager on the Master Pump Station and Flow Equalization Project for the Orlando Conserv II Water Reclamation Facility. Mr. Hortenstine is responsible for developing the conceptual process modifications and control scenarios for this project. The project will consist of a submersible pump station capable of pumping in excess of 60 MGD, a flow splitting structure with pumping capabilities for filling sidestream flow equalization basins, two 3.25 MG flow equalization basins and all associated yard piping, electrical and instrumentation modifications. The Master Pump Station design includes as self-cleaning feature that was developed by Brown and Caldwell. Also, one of the flow equalization basins will be designed for automatic cleaning. 3.0 MGD Expansion of Existing 4.5 MGD WWTP, City of New Port Richey, FL Project Manager. The project consisted of the design, permitting, bidding and construction management of a pretreatment system, odor control system, RAS system, filtration system expansion, chlorine contact/dechlorination system, non-potable water pumping system and post-aeration system which utilized both mechanical aeration and a liquid oxygen feed system. 2.25 MGD Wastewater Treatment Plant, City of Edgewater, FL, Project Manager. The project included the design, permitting, bidding and construction of a 2.25 MGD advanced wastewater treatment plant. Noted processes included in the treatment plant design were an activated sludge process designed for biological nitrogen and phosphorus removal (Bardenpho), chlorination and dechlorination facilities, sludge digestion and thickening facilities, and a community effluent reuse system. An Operation and Maintenance Manual was developed for the overall facility. 1.25 MGD Lime Softening Water Treatment Plant Design, City of Live Oak, FL, Project Manager. Developed a preliminary engineering study to evaluate water treatment systems and successfully negotiated a consent order to allow lime softening to be accepted as a secondary barrier to coliform contaminated groundwater. The remainder of the project consisted of the design, permitting, bidding and construction management for renovating the existing water treatment plant. Processes that were added included a 50-ton lime silo and feed system, a recarbonation basin, a carbon dioxide storage and feed system, a backwash storage tank and an emergency power system. The solids contact clarifier and the filters were completely renovated. K:\Proposals\GNV-WorkingW040-CityofAtlanticBeach_051730\Response\1QualificationsandProjectTeam final.doc 34 CHARLES E. HORTENSTINE, PE Key Projects continued U n U 1.0 MGD Expansion of the Existing Wastewater Treatment Facility, City of Wildwood, FL, Project Manager. The expansion included the conversion of the existing activated sludge system to Phased Isolation Ditch technology. Construction of the facility and operation of the facility was permitted under the new FDEP Domestic Wastewater Facility Permit Program. The project also included a new pretreatment system, an additional clarifier, a new chlorine feed system, an aerobic sludge digestor, a sludge dewatering system and an administration/maintenance building. Also, various plant modifications including a flow equalization and influent pumping system, the original filtration system, an expansion of the chlorine contact system and an effluent pumping system were constructed during the first phase. As part of this project, Mr. Hortenstine successfully developed a facility re-rating program to increase the plant capacity to 1.3 MGD while awaiting funds for the final expansion. The City provides reclaimed water to a golf course for irrigation purposes. Buckman Street WWTP Dechlorination System, Jacksonville Electric Authority, FL, Project Manager. The project included the design and permitting of a sodium bisulfite storage and feed system for the Buckman Street WWTP. The system included two 6,000-gallon buck chemical storage tanks, a chemical feed pumping system, a control system based on chlorine residual, and a containment structure/building. Sludge Handling Facility, University of Florida, Gainesville, FL, Project Engineer. The project included the design and permitting of a sludge handling system consisting of a sludge drying system, two sludge dewatering belt presses, a polymer feed system and afive-stage sludge conveying system. A preliminary engineering study for the University of Florida's Wastewater Treatment Facility was also performed to evaluate and select the wastewater and sludge treatment processes and effluent disposal method. Water and Wastewater System Improvement Program, City of Live Oak, FL, Project Manager. A $1.5 million Water and Wastewater System Improvement Program that spanned four years that included the design, permitting, bidding and construction management of four lift stations, 5,000 LF of water mains, 20,000 LF of force mains and 8,000 LF of sanitary sewers ranging in size from 6" to 18". Also included in this program was the operating permit renewal for the wastewater treatment plant. An O&M performance report and a capacity analysis report was developed in support of the permitting effort. Phase I Expansion of the Iron Bridge Water Pollution Control Facility, City of Orlando, FL, Project Engineer. The project consisted of developing plans and specifications for a portion of the Phase I expansion of the Iron Bridge Water Pollution Control Facility including flow diversion, pretreatment, and odor control for the initial 12 MGD expansion. For the second 12 MGD expansion, he prepared plans and specifications for the pretreatment system for this facility. He performed the shop drawing review and assisted in construction management. Mr. Hortenstine provided a variety of miscellaneous services for the 40 MGD Iron Bridge Water Pollution Control Facility including assistance with concurrent bench and pilot scale studies; which resulted in alterations to flow patterns and operations procedures for achieving permit requirements for nitrogen removal and assisting in the operation of the plant. He assisted in the development of an O& M manual for the sludge handling facilities. K:\Proposals\GNV-Working\A040-CityofAtlantic8each_051130\Response\t QualificaticnsandProjectTeam final.doc 35 ~~ • Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 2. PAST RECORD OF PROFESSIONAL ACCOMPLISHMENTS In the competitive consulting industry, ATM succeeds because of its proven technical expertise and effective project execution. ATM employs more than 100 staff with eight offices throughout the eastern US. We believe that the most effective method to successfully complete projects and keep costs reasonable is to offer our clients a full spectrum of services. ATM has not limited its service areas to a single product or service. To do this, we have gathered a distinctively qualified group of consulting professionals from a variety of environmental fields. We believe that this approach, though simple, is the single most important factor to ATM's responsiveness, flexibility, thoroughness, and creativity. For more than 20 years, ATM's environmental engineering team has provided public and private clients with effective engineering solutions for their environmental challenges dealing with water, wastewater, stormwater, and other regulated systems. ATM's engineering professionals have an outstanding reputation for supplying clients with innovative management solutions during all phases of a project, from planning to design, permitting, compliance, operational assessment, and long-term monitoring and maintenance. List of Similar Projects ATM Similar Projects y Professional Engineering Services, City of LaBelle, FL "` ` __ Elloree Utility Water and Wastewater System Operations Review, Elloree, SC ' r stormwater Master Plan & Multiple stormwater projects, City of Jacksonville Beach, FL y Okeechobee Utility Authority Water System Master Plan, Okeechobee, FL Richmond Hill Wetland Treatment System, Richmond Hill, GA - Major Wastewater Pump Station Rehabilitation Design, Jacksonville, FL - - NPDES Permitting and Wetland System Design, Savannah, GA Irrigation Pump Station Design and Construction Administration, Bluffton, SC Master Wastewater Pump Station and Force Main Design, Palm Coast, FL ----- Water and Sewer Rehabilitation Project, Jacksonville, FL -- -- Buckman Water Reclamation Facility Odor Control System, Jacksonville, FL `` JCEA Similar Projects City of Atlantic Beach, Odor Control Improvements Buccaneer WWTP, Atlantic Beach, FL y City of Atlantic Beach, Atlantic Beach and Buccaneer Sewer Improvements, Atlantic ~- Beach, FL City of Atlantic Beach, Utility 2000 Improvements, City of Atlantic Beach, FL Water Distribution Analysis and Master Plan Improvements, City of Atlantic Beach, FL > Oak Harbor Water and Sewer Rehabilitation ~- r Beach Avenue Water and Sewer Extensions B&C Similar Project ~ Professional Wastewater Treatment and Wastewater Residuals Management Planning, • Mandarin Water Reclamation Facility Modifications, JEA, FL Detailed project descriptions are in Section 2.2 and references are in Section 2.3. Professional Engineering Services .. , , ~' for the City of Atlantic Beach ~`: /~ Sewer Master Plan Update, RFP# 06-1 i Brief Description of Similar Completed Projects The ATM Team has successfully completed similar projects throughout the southeastern US; a few representative projects are shown below to demonstrate our knowledge and depth: ATM Projects Professional Engineering Services City of LaBelle, FL Mr. Michael Boyle Director of Public Works P.O. Box 458 LaBelle, Florida 33935 (863) 675-2872 Fax: (863) 675-7271 For the past ten years, ATM has acted as the wastewater engineer for the City of LaBelle. Initially, ATM was brought on to evaluate ongoing problems at the 0.22 MGD City of LaBelle Wastewater Treatment Facility (WWTF), " t ~1 /tf `~ ~/~I~tIR~ ~ , „ `~ , .; ~T y~~, r _ N y " y )( 5 " ' ' ~ it .1 ~ pa ye ~, ~ +~9 ~ ~1K •4~ t~ ~Y 1 / i 115tN~~cX ~ t ' xt :y ~ ti,7 ar 'i~ ~ !~ ~ V ~~v+ determine the cause of poor effluent quality. ATM also made recommendations for improvements to the WWTF to bring the facility and effluent quality within permitted parameter limits and assisted in resolving/complying with the Florida Department of Environmental Protection (FDEP) Consent Order placed on the facility. ATM also prepared a Wastewater Master.. Plan, for the City which included an analysis of the wastewater collection, transmission, and treatment systems in LaBelle, evaluated future population growth, inspected existing gravity sewer systems for inflow and infiltration (I&I) and general conditions, inspected and evaluated pump stations for general condition, incoming flows, and hydraulic capability, and developed a 5 year capital improvement plan and budget along with the anticipated need for expansion of the wastewater service area. The analysis involved hydraulic modeling of all 9 pump stations with particular attention to the manifolded pump stations in the entire LaBelle wastewater collection and transmission system. Conceptual designs and hydraulic analyses for the recommended wastewater service expansion areas were prepared including layout of new gravity sewers and pump stations. Engineer's Opinion of Construction Costs for the recommended wastewater service expansion was also prepared. The Wastewater Master Plan further evaluated the capability. of the existing WWTF to consistently meet the permitted effluent parameter limits and the projected schedule for upgrades_to the capacity of the WWTF to meet the anticipated population growth and expanded ~_~_ service area. ATM prepared applications to include the City of LaBelle on the FDEP Request for Inclusion for construction projects and the USDA Rural Economic Development Grant/Loan Program. ATM also prepared permit applications, construction drawings and specifications, and performed construction administration for a new~,75_MG,Q sequencing 13atch_Reactor (SBR) WWTF with effluent disposal in a new restricted access rapid infiltration basin site. Additionally, ATM prepared a Preliminary Engineering Report (PER), permit applications, and construction drawings and specifications in support of constructing approximately 46,000 linear feet (LF) of new gravity sewer piping and several pump stations as recommended in the Wastewater Master • Plan. These projects were initiated under a phased program. Phase I consisted of the new WWTF, effluent force main, effluent disposal facility, and sewer system rehabilitation projects. Phase II projects consisted of construction of new gravity sewer collection systems and pump stations. 2 Professional Engineering Services .. , , for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Elloree Utility Water and Wastewater System Operations Review Mr. William G. Irick, Jr. Chairman Elloree SC Commissioners of Public Works 2823 Cleveland Avenue Elloree,. SC 29407.. 803.897.1066 ATM reviewed the existing water and wastewater system operations and the existing utility management systems and presented the results to the Elloree Town Council and the Commissioners of Public Works Board. ATMs analysis included specific issues with the current operations of the plan, operations of the water system, concerns with connection to the proposed Lake Marion Regional Water System, and issues related to utility management, regulatory compliance, and. the CMOM. Tasks were developed to identify, document, and assess each of the water and wastewater system deficiencies. This included reviewing the current utility management practices and conformance to past DHEC consent orders. Services provided included a review of: • WWTP Operations • Excessive inventory of sludge • Condition of lagoon aeration system • Pumping capacity and proper distribution of land application system • Record keeping and safety issues • Lack of standby power Review of three water system wells and pumping system, water distribution and wastewater collection system. • Assess condition • Document pumping capacity • Determine backup power sources • Document repairs and improvements • Visual observations of 5 manholes • Review wastewater pump stations Report outlining findings and specific recommendations • Prepare a written ~apital_Plan and Management Improvement report for a new $50M ~. water system • Identify funding • Prioritize repairs • Discuss management concerns and recommendations • 3 Professional Engineering Services .. , , for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 i Okeechobee Utility Authority Water System Master Plan Okeechobee, FL Mr. John Hayford, P.E. Director of Operations Okeechobee Utility Authority 100 SW 5th Avenue Okeechobee, FL 34974 863.763-9460 Fax: 863.763.9036 The Okeechobee Utility Authority (OUA)~.Water System Master Plan included an evaluation of the City of Okeechobee and Okeechobee Beach water systems which include two water treatment facilities (WTF) -one 2.88 million gallon per day (MGD) surface WTF and one 1.0 MGD ground WTF, two ground storage tanks -one 0.5 million gallon and one 1.0 million gallon, and two elevated storage tanks -both 75,000 gallons. The two water systems have approximately 140 miles of pipeline total which varies in size from 3-inch to 24-inch. For the evaluation, existing average, maximum day and peak hourly water demands for both water systems were determined based on monthly operating reports and other records. Future water demands for both systems were determined based on estimated population growths for the City and the unincorporated areas of the County. Hydraulic models of the water systems were created using Haested Methods Cybernet software in an AutoCAD environment. The models included allocations for pipes, junction nodes, valves, tanks, and pumps. Information on equipment and tank levels was based on field information and existing records. Roughness factors for pipes were varied based on pipe material and estimated age. Elevation of nodes was based on data from topographic maps. Estimated nodal demands were determined based on block by block Census Data and the previously estimated total water demands for the systems. The models were calibrated using data collected from field investigations including pressure monitoring, fire flow testing, and corresponding information on the WTF functions. The models were used to simulate existing and future flow conditions for both water systems separately and also joined through the existing interconnection. The models were run for peak hourly flow and maximum day plus fire flow conditions. The results of the models were used to determine existing and potential future deficiencies in the systems and to determine the impact of interconnecting the water systems permanently. Graphical, color-coded maps of isopressure contours and velocity and flow results were created. Based on the results of the models, ATM made recommendations to eliminate the indicated low pressures, excessive velocities, low fire flows, and to improve system reliability. Each recommendation was simulated separately in the models. The models were turned over to the OUA along with the completed Water System Master Plan. ATM trained OUA staff on the use • of the models, running analyses and adding or changing the system. 4 C] .7 ~~ Mr. Ty Edwards Director of Public Works P.O. Box 51389 Jacksonville Beach, FL 32250 904.247.6219 Fax: 904.247.6117 Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 ATM serves the City of Jacksonville Beach in two continuing capacities, as the City's general services engineering consultant and as the City's stormwater engineering consultant. We have provided a list of relevant stormwater related engineering efforts completed by our staff. stormwater Improvements and Master Plan Update ATM is the City's continuing stormwater management consultant and is responsible for periodic updates to the City's stormwater Master Plan. ATM developed and has been continuously updating the GIS inventory and mapping database of the City's stormwater infrastructure. We have completed nearly a dozen large- and small-scale design, permitting, and construction oversight of Master Plan Capital projects, funded by the City's stormwater Utility. While many of these projects have been related to system rehabilitation projects, permitted as routine maintenance projects, several projects have regional significance and require detailed preliminary study. These projects include those, which, by implementing a local solution may increase flood stages in other areas of the basin due to the quantity and timing of flows through the system. Detailed basin-wide stormwater modeling and hydraulic routing is required to ensure problems are not moved to new locations where there have not traditionally been reports of flooding. ATM has recently completed 5 of these projects and is now moving into the detailed design, permitting, bidding documents preparation, and construction management phases. Beach Outfall Evaluation ATM's engineers were responsible for delineating drainage basins and developing storm hydrographs for 29 beach stormwater outfalls, developing strategies for lessening their littoral impact on the beach, and developing conceptual design plans for eliminating the beach stormwater outfalls. Where no upland stormwater management systems were practicable, rehabilitated beach outfalls were planned to reduce the occurrences of upstream flooding. ATM executed a pilot project to develop a permitting strategy for the several beach outfalls' that could not be addressed by upland improvements. ATM completed the design and permitted the pilot project through a joint effort with the FDEP Bureau of Beaches and Wetland Resources. The project has been successfully permitted and constructed and now provides a template for additional beach outfall rehabilitation in Jacksonville Beach. 5 • • • ~~ City of Jacksonville Beach continued Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Madrid Area Stormwater Collection System and Pump Station Design ATM provided professional engineering design services for the design of a new collection system, an intermediate peak attenuation stormwater management pond, a 6,000 gpm triplex stormwater pumping station, control systems design, a backup generator, and several thousand feet of forcemain to the City's central stormwater treatment system. This project included detailed engineering design, bid document preparation, bidding assistance, construction management, and final inspection. NPDES Stormwater Management Program ATM's engineers were responsible for developing a stormwater management program to comply with the requirements of the City's NPDES stormwater permit. In addition, each year, ATM prepares and submits the NPDES Phase I annual report to FDEP. Stormwater Master Plan The City of Jacksonville Beach contracted with ATM to develop an updated Stormwater Master Plan to mitigate neighborhood drainage problems, develop long-term incremental improvements to the system, and recommend maintenance schedules for the entire system. The Stormwater Master Plan Update consisted of preparing aGIS-based inventory of the City's stormwater facilities, reviewing all of the existing stormwater functions, and developing a capital improvement program and recommendations for system operation and maintenance. ATM also developed a GIS database of stormwater structures to use as a tool for providing solutions to stormwater runoff related problems. This database also will improve the City's ability to provide information to the public. 6 • Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Richmond Hill Wetland Treatment System Richmond Hill, GA Michael J. Melton Director of Public Works City of Richmond Hill, Georgia P.O. Box 250 Richmond Hill, GA 31324 912.756.3036 Fax: 912.756-3368 ATM served as a subconsultant to a Savannah, GA consulting firm for the design of a natural wastewater treatment system. The system consists of screening, aerobic ponds, overland flow, and a constructed wetland to provide advanced .,,. secondary treatment for 1.5 million gallons per day of domestic wastewater. ATM was primarily responsible for design of the constructed wetland system to provide greater removal of biochemical oxygen demand, ammonia, and phosphorus. The total area of the project was approximately 500 acres with approximately 80 acres of constructed wetlands. The wetland system provides for natural treatment of the wastewater and attenuation of peak flows. Computer modeling was used as an aid in designing the constructed wetland to assure proper operation during extreme rainfall events. An evaluation of the types of plant species found in the natural wetlands was conducted to determine the species of plants to grow in the constructed wetland. This was done to ensure that the combination of species will provide a successful created wetland that will be tolerant of wastewater application, and that will effectively treat domestic wastewater to required levels, while providing wildlife habitat. • 7 .] ~~ Mayor Wastewater Pump Station Rehabilitation) Jacksonville, FL Mark Cooley, Project Manager Jacksonville Electric Authority (JEA) 4215 Talleyrand Avenue Jacksonville, FL 32206 904.665.8098 Fax: 904.665.8099 Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 ATM provided all services necessary for evaluation, design and permitting for the rehabilitation of ten major JEA pump stations in the City of Jacksonville, Florida. The majority of these pump stations have pumping capacity in excess of 25 MGD each. ATM provided the following deliverables for each pump station: • Project outline and recommendations based on site visit and preliminary, itemized cost estimates; • 60% construction drawings and specifications with all corresponding calculations and equipment selection, and attendance at review meeting; • 90% construction drawings and specifications with updated corresponding calculations and equipment information, and updated cost estimates, and attendance at review meeting; • 100% contract documents, and attendance at review meeting; • Final contract documents -construction drawings, specifications, and Engineer's Opinion of Probable Construction Costs -for bidding; • Preparation of necessary addenda, attendance at pre-bid and pre-construction conferences, biweekly construction meetings, and construction contract administration. The scope of work for these pump stations included evaluating all mechanical equipment for current operating condition and need for repair or replacement. Evaluations per station varied as the original design of each station was different. The structural integrity and capacity of each station was evaluated and modified as necessary. The electrical instrumentation, SCADA and motor control center designs developed for these stations now serves as the JEA standard for all their major pump stations. More defined project descriptions for each station are provided below: JEA Bay Street (Hogans Creek) Pump Station -Rehabilitation of Existing 40 MGD Quadraplex pump station including: removal of existing mechanical bar screens and all associated electrical equipment and replacement with two (2) new fully automatic self cleaning filter screens with screenings conveyors and washer/compactor; removal and replacement of three (3) - 36"x36" sluice gates; removal and replacement of motors for four (4) existing dry pit sewage pumps; removal and replacement of four (4) 30" suction side gate valves with 30" knife gate valves; removal of existing blower system and aeration piping to and within wet well; removal of oil accumulator system for operation of ball check valves; removal of four (4) each 20" expansion joints, 20" ball check valves, 20" gate valves on discharge of sewage pumps and replacement with 20-inch knife gate valves; removal and replacement of sump pump system; removal of flushing water system and removal and replacement of seal water system for pumps; 8 • /, ." ~~ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 construction of new electrical room for new VFDs, motor control center, pump station control panels, and automatic transfer switch; installation of skylights; cleaning and painting of all areas of pump station except wet well; removal and replacement of existing ventilation systems including supply and exhaust fans and duct; installation of package air conditioning unit for new electrical room. JEA McMi/Ian Pump Station -Rehabilitation of Existing 60 MGD pump station including: removal of existing mechanical bar screens and all associated electrical equipment and replacement with two (2) new fully automatic self cleaning filter screens with screenings conveyors and washer/compactor; structural evaluation and alteration of ceiling/roof of pump station building and installation of skylights to allow future removal of screens; removal and replacement of existing ventilation systems including supply and exhaust fans and duct; installation of booster pump and 316 stainless steel water piping; and alteration of aluminum roll door for conveyor installation. JEA Talleyrand Pump Station -Rehabilitation of existing 60 MGD pump station including: removal of existing mechanical bar screens and all associated electrical equipment and replacement with two (2) new fully automatic self cleaning filter screens with screenings conveyors and washer/compactor; structural evaluation and alteration of ceiling/roof of pump station building and installation of two (2) 14'x9' skylights to allow future removal of screens; removal and replacement of existing ventilation system duct to accommodate screen installation; installation of booster pump and water piping; and alteration of aluminum roll door for conveyor installation. JEA Buckman Wastewater Treatment Facility Influent Pump Station -Rehabilitation of quadraplex influent pump station at WWTF including: removal of existing mechanical bar screens and all associated electrical equipment and replacement with two (2) new 60 MGD fully automatic self cleaning filter screens with screenings conveyors and washer/compactor; structural evaluation and alteration of ceiling/roof of pump station building and installation of two (2) 24'x16' skylights to allow future removal of screens; installation of booster pump and water piping; and structural alteration of aluminum pump station building wall and window for conveyor installation. JEA Utah Avenue (South Shores) Pump Station -Rehabilitation of existing 45 MGD Quadraplex pump station including: removal of existing mechanical bar screens and all associated electrical equipment and installation of removable aluminum covers over openings; removal and replacement of three (3) sluice gates for 42" diameter influent pipes and 24"x24" opening between split wet well; removal of existing blower system and aeration piping to and within wet well; removal and replacement of sump pump and piping system; construction of new electrical room and installation of new VFDs, motor control center, pump station control panels, and automatic transfer switch; cleaning and painting of all areas of pump station except wet well; cleaning and installation of spectrashield coating in wet well and bar screen areas; removal and replacement of existing ventilation systems including supply and exhaust fans and duct; installation of roof mounted package air conditioning unit for new electrical room; removal and replacement of all lighting and electrical conduit in wet well area; removal and replacement of all exposed potable water, roof drain, and sewer piping with PVC pipe; removal of existing seal 9 • { ~~ _ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-7 water piping from seal water pumps to dry pit pumps and replacement with 316 stainless steel piping; removal of existing potable water piping outside pump station building and replacement with 316 stainless steel piping; removal and replacement of water storage tank for seal and flushing water system; installation of new stainless steel exterior double doors; and asphalt overlay of entire parking area. JEA Holiday Road South (Grove Park) Pump Station -Rehabilitation of existing 15 MGD Triplex pump station including: removal and replacement of existing dry pit sewage pumps, motors and shafts and replacement with new submersible dry pit sewage pumps; construction of new concrete pump supports; removal and replacement of four (4) 14" suction side plug valves with 14" 316 stainless steel knife gate valves; removal of existing blower system and aeration piping to and within wet well; removal and replacement of 14" ductile iron fittings on discharge to accommodate new pumps; removal of seal water system for pumps including storage tank, pumps, and piping; rerouting of water piping to flushing water pumps; construction of new electrical room and installation of new VFDs, motor control center, pump station control panels, and automatic transfer switch; cleaning and painting of all areas of pump station except wet well; clean and install spectrashield coating in wet well area; removal and replacement of existing ventilation systems including supply and exhaust fans and duct; installation of roof mounted package air conditioning unit for new electrical room; removal of existing motor control center; removal and replacement of two (2) sets of exterior double doors with stainless steel doors; removal of dewatering pump and piping system; and installation of limit switches on discharge check valves. JEA Hollybrook Avenue (Westbrook) Pump Station -Rehabilitation of existing 25 MGD Triplex pump station including: removal and replacement of existing dry pit sewage pumps, motors and shafts and replacement with new 125 Hp submersible dry pit sewage pumps; construction of new concrete pump supports; removal and replacement of three (3) 24" suction side plug valves with 24" 316 stainless steel knife gate valves; removal of existing blower system and aeration piping to and within wet well; removal and replacement of 18" and 24" ductile iron fittings on suction and discharge piping to accommodate new pumps; installation of 18" 316 stainless steel knife gate valves on discharge piping; removal of 18" hydraulic cone valves on discharge piping; removal and replacement of 30" ductile iron manifolded discharge piping header; removal of seal water system for pumps including storage tank, pumps, and piping; installation of new flushing water piping and hose bibbs; construction of new electrical room and installation of new VFDs, motor control center, pump station control panels, and automatic transfer switch; cleaning and painting of all areas of pump station except wet well; removal and replacement of existing ventilation systems including supply and exhaust fans and duct; installation of roof mounted package air conditioning unit for new electrical room; removal of oil accumulator and piping system; removal of existing mechanical and manual bar screens and installation of removable aluminum covers; removal and replacement of potable water piping; use of Linestop for installation of bypass piping and 30" plug valve on existing forcemain.. JEA Huron Street Pump Station -The existing 11 MGD Huron Street Pump Station was replaced with a new submersible pump station. The new pump station was designed as a quadraplex pump station with dual wet wells for isolation and maintenance. A new electrical building for the variable frequency drives, pump station control panel, and automatic transfer • switch was constructed. Package air conditioning unit was installed outside the new electrical building. New fuel tank and emergency generator were also installed. The existing pump station was demolished and capped once construction of the submersible station was completed. 10 Professional Engineering Services .. , , .. for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 • JEA Herschel Street Pump Station -The existing 7 MGD Herschel Street Pump Station will be replaced with a new submersible pump station. The new pump station has been designed as a triplex pump station in a 15' diameter concrete wet well. Anew electrical building for the variable frequency drives, pump station control panel, and automatic transfer switch will be constructed. A split air handling system will be installed to serve the new electrical building. Existing fuel tank and emergency generator will be relocated on the site and an enclosure will be provided for the generator. The existing pump station will be demolished and capped below grade once construction of the submersible station is completed. • r: 11 • r~ LJ ~i ~~ :. Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 NPDES Permitting and Created Wetland System Design Fuii Vegetable Oil Savannah, GA Nick Baker, Plant Manager Fuji Vegetable Oil, Inc. Savannah Plant 120 Brampton Rd Savannah, GA 31408 912.966.5900 ATM was selected by Fuji Vegetable Oil, Inc. (FVO) to conduct an engineering study of disposal alternatives for non-contact wastewater produced at its facility in Savannah, GA. The study was to provide a feasibility evaluation of alternatives to the local Water Pollution Control Plant (W PCP) for non-contact wastewater disposal. ATM provided an interface between FVO and the Georgia Environmental Protection Division (EPD), and evaluated various disposal options ranging from deep well injection to direct surface discharge. The results of the study indicated that the most feasible and most easily permitted disposal option for the non-contact wastewater consisted of on-site treatment using a constructed wetland system. ATM designed a series of constructed wetland cells to treat 100,000 GPD of FVO non-contact wastewater and discharge the treated effluent to a stormwater drainage ditch that flows to the Savannah River. The constructed wetland cells were designed to sequester metals dissolved in the wastewater via sorption by organics and reactive minerals in the wetland sediments. ATM assisted FVO with modification plans for separating the non-contact wastewater from the existing system, and then submitted a Preliminary Engineering Report to EPD to secure a NPDES permit for FVO's non-contact wastewater flow, including future flow increases from a planned plant expansion. The new NPDES permit saves FVO more than $125,000 in annual wastewater treatment costs. 12 ~" Professional Engineering Services .. , , .. for the City of Atlantic Beach ' Sewer Master Plan Update, RFP# 06-1 • Master Wastewater Pump Station and Force Main Design Palm Coast Plantation FL Mr. Gary Allen Florida Waterway Properties, L.L.C. 10800 Sikes Place, Suite 250 Charlotte, NC 28277 704.847.6006 Fax: 704.841.3525 ATM performed preliminary analysis and investigation to determine the requirements for a master pump station to serve the Colbert Lane area of Palm Coast where new development was scheduled fora 900-acre parcel along the Intracoastal Waterway. ATM worked with several parties to determine capacity requirements for the new station so that all potential development in the area would be served with sewer. Once capacity requirements were established, ATM prepared alternatives for various forcemain routes to determine the most economical routes for the pipe. It was determined that for this project that the most efficient pipe route would be along an abandoned railroad right-of-way that is currently owned by St. Johns River Water Management District (SJRWMD). The project was permitted by SJRWMD in the railroad right-of-way and the forcemain was installed using directional drilling for installation of approximately 12,000 linear feet of 14" polyethylene pipe. The pump station was designed as a submersible triplex pump station; however only two pumps were installed due to the low initial flows. ATM staff provided construction administration services during the construction of this project. The project was complete in July 2002. In 2004, ATM began working on pump station improvements. Additional tasks include providing design drawings and specifications for the addition of a third pump, changing out the duplex panel with a triplex panel, and the addition of a generator and automatic transfer switch. C 14 • • • ~~ Riverside #3 Water and Sewer Rehabilitation Project JEA Bob Phillips, PE Project Manager 4215 Talleyrand Avenue Jacksonville, FL 32206 904.665.8098 Fax: 904.665.8099 Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 -.1 ATM prepared construction drawings for over 16,500 linear feet of water main replacement and 17,000' of gravity sewer replacement for an existing historic neighborhood in the Riverside/Avondale area. This project was titled Riverside #3 JEA Water and Wastewater Improvements. Originally, the project involved the rerouting of all sewer service laterals from back yard easements to the front yard and placement of the sewer in the center of the road. In order to save costs on this project, ATM began to investigate pipe bursting technology in conjunction with JEA staff. After a thorough analysis, it was decided that the Riverside 3 project would serve as a demonstration project for the technology. The pipe bursting technology was a success and JEA subsequently awarded a major contract to replace several hundred miles of pipe in the City of Jacksonville. ATM continued to demonstrate new technologies in Riverside 3 with the installation of the water main using directional drilling. ATM also provided permitting for the project through RESD, HRS and DOT. The Project was completed in 2003. 15 Professional Engineering Services .. , , ~. , for the City of Atlantic Beach ' Sewer Master Plan Update, RFP# 06-1 Buckman Water Reclamation Facility Odor Control System JEA Jacksonville, FL Colin Groff, PE JEA 6674 Commonwealth Avenue Jacksonville, FL 32254 904.665.6736 Fax: 904.665.8099 ATM prepared construction drawings for the installation of two Bioway odor control towers for the Buckman WRF. Buckman WRF is the largest of JEA's wastewater reclamation facilities and is known for having a high concentration of hydrogen sulfide, a dangerous and corrosive gas that produces a distinctive "rotten-egg" odor. Two areas in particular were identified b JEA k f • th P ' CI 'f' ~. y as ey areas o concern, a rimary ari ier Influent Channel and the Gravity Belt Thickener Room. A Bioway tower, which .utilizes inorganic media and the facility's own reclaimed water to remove hydrogen sulfide from the air stream, was placed at each of the locations. ATMs design services for these installations included design of the: • Tower foundation • Odor control ductwork • Stainless steel odor control cover for the Primary Clarifier channel • Corrosion resistant coating of the channel interior surfaces • Electrical tie-ins and PLC control ATM worked closely with JEA mechanics to ensure that the odor control ductwork would not interfere with their maintenance activities. JEA engineering, operation, and maintenance staff was involved in review of deliverables all stages of the process, including the: • Initial design concept • 70% design drawings and specifications • 100% design drawings and specifications • Contract documents for bidding 16 ~~ JCEA Pro"ects J Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Flagler County's Dunes Community Development District, Wastewater Treatment Facilities -Palm Coast, FL -Panning for 1.0 MGD treatment plant expansion which included evaluation of various treatment processes, study of reuse of the existing onsite 250,000 GPD treatment plant, study alternative filtration processes and alternative evaluation for preliminary screening. Phase 1 A included the design and construction administration of a new 500,000 GPD Sequencing Batch Reactor (2 - 125,000 GPD and 1 - 250,000 GPD basins), expansion of the chlorine contact basin, sand filters, reclaimed water storage pond expansion, master lift station, preliminary screening structure, automated control system and civil site improvements. Clay County Utility Authority's Fleming Island Wastewater Treatment Facility, Clay County, FL -Master Planning for 6.O MGD Wastewater Treatment Facility Project to be accomplished in four phases. Master plan included wastewater treatment process evaluation, effluent disposal alternatives, preliminary treatment evaluation (grit removal/preliminary screening), civil site planning, and stormwater management. Phase 1 included 1.5 MGD treatment facility included preliminary screening (for 6 MGD), oxidation ditch, clarifier, effluent filters, and pumping systems for disposal of residential, or in case of no reuse demand, St. Johns River surface discharge. City of Palatka -Palatka, FL -Berating of the existing 3.0 MGD wastewater treatment facility and planned expansion due to growth in the area of residential and commercial development in the service area. Issues surrounding the initial re-rating are reuse, additional nutrient removal • and pending TDML issues (TMDL Executive Committee and EPA review/determination of-TMDL issues scheduled for January 2006). Town of Hastings -Hastings, FL -Expansion and upgrade of the_existing wastewater treatment facility. Evaluation includes process selection, flow projections based on potential substantial growth on the community, development of funding and grant alternatives and address nutrient reduction and pending TDML issues (TMDL Executive Committee and EPA review/determination of TMDL issues scheduled for January 2006). City of Fernandina Beach -Fernandina Beach , FL - Re-rating of the existing oxidation ditch to eliminate an older inefficient package facility. Prepare engineering report on rerating. City of Melbourne, Grant Street Wastewater Treatment Plant (5.0 MGD) and D.B. Lee Wastewater Treatment Plant (5.0 MGD) -Mechanical integrity testing of the deep well (including phosphorus removal, aeration improvements, chlorination, ground storage improvements, etc.), rehabilitation of shallow/deep well monitoring wells, Phase IA, IB, IIA, and IIB wastewater expansion (which included new clarifiers, RAS/WAS pump stations, piping, Carrousel train upgrades, etc.), and sludge stabilization facilities. City of Lake City, St. Margaret's Road -Wastewater Treatment Facility, Lake City, FL - Planning for the expansion of the St. Margaret's Road Wastewater Treatment Facility from 3.0 MGD to 4.0 MGD. Concept included upgrading influent structure, adding two new clarifiers, flow splitter box and scum pumping station, modifying or upgrading the aeration facilities, sludge handling improvements including new digester and sludge dewatering equipment, upgrading the • effluent pumping station and identifying an alternate effluent disposal site. 17 Professional Engineering Services .. , , for the City of Atlantic Beach " Sewer Master Plan Update, RFP# 06-1 B&C PROJECT Wastewater Treatment and Wastewater Residuals Manaqement Planning, Mandarin Water Reclamation Facility Modifications, JEA, FL Mr. Scott Kelly JEA P.O. Box 4910 Jacksonville, FL 32201 904.665.4642 JEA developed a BNR Initiative program with an overall goal of achieving a 50% reduction in nitrogen contained in the effluent being discharged to the St. Johns River. BC was recognized as having experts that could provide value-added solutions by serving on a Panel of wastewater treatment experts to evaluate the process kinetics and true capacities of four regional plants and to plan for future expansion. Modeling and evaluations were conducted for each of the four plants, ranging in size from 7.5 mgd to 52.5 mgd. BC participated in the program that resulted in the identification of $30 million dollars in necessary improvements to be made to meet JEA's goal of nitrogen reduction. By following this approach, JEA was able to save over $60 million dollars from original efforts. By following a scientific approach towards identification of the true capacity of the treatment facilities, JEA was able to identify improvements to achieve nitrogen removal and increase capacity at several of the treatment facilities. As one of the -team members, BC was assigned i the Mandarin Water Reclamation Facility (WRF). The Mandarin WRF was an existing facility utilizing the Bionutre process, which is a patented nutrient removal process. BC evaluated six different scenarios and ultimately recommended that improvements be made to convert the facility to a Modified Ludzack Ettinger process based on its ability to improve settleability of the mixed liquor. This conversion will allow JEA to maintain strict nitrogen removal limits while avoiding the construction of a third clarifier. In addition, the plant will be rerated from 7.5 MGD to 10.0 MGD at the completion of this project. Once the process modifications were agreed upon by the Panel of Experts, BC commenced design activities to quickly implement the necessary improvements. The project design was completed in an eight month period and improvements include the following: ^ Replacement of the existing screw lift influent pumps with five submersible pumps for a pumping capacity of 25 MGD. ^ Addition of baffle walls to segment the process into six zones per train instead of four; there are four process trains. ^ Conversion of the first aerobic zone into three anoxic zones by removing aeration diffusers and providing floating mixers. ^ Increasing the aeration diffuser density in the remaining three aeration zones. ^ Provide an emergency overflow in the filters to avoid the potential for overflows ^ Provide a third train of Ultraviolet Disinfection to increase the treatment capacity of the facility. . The project was bid in April at a bid cost of approximately $4.2 million dollars. However, by avoiding the construction of a third clarifier, the cost of this project is at least $2.0 million dollars less than originally estimated. A third clarifier was avoided by focusing on process evaluation utilizing the BioWin kinetic modeling software to predict the characteristics of the sludge. 18 Professional Engineering Services .. , , for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Throughout the project, monthly meetin s were held with the Florida Department of g Environmental Protection due to the sensitive nature of the project. Several environmental groups have focused on the lower St. Johns River basin, and have been very diligent in monitoring these projects. To date, JEA has been able to satisfy these organizations in large part due to the aggressive schedule that was set and met. Due in large part to the success of the BNR Initiative, JEA has embarked on a similar project for residuals treatment and management. Mr. Ted Hortenstine and Mr. John Willis are both serving on this committee to consider long-term improvements that may be required. The program has been developed by JEA to serve as a Master Planning vehicle. The program will evaluate options for stabilizing and disposing of residuals in excess of 90 dry tons per day. • • 19 • • ~~ ~.. , Reference List Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 ATM References The following is a list of references where similar services were provided. Multiple Stormwater Projects, City of Jacksonville Beach, FL Ty Edwards Director of Public Works 11 North Third Street Jacksonville Beach, FL 32250 904.247.6219 904.247.6117 (Fax) Water and Sewer Rehabilitation Project, JEA Robert Phillips, PE Project Engineer 4215 Talleyrand Avenue Jacksonville, FL 32206 904.665.4445 904.665.8099 (Fax) Stormwater Pollution Prevention Leon Smith Public Works Director 2010 Forest Avenue Neptune Beach, FL 32266 904.270.2423 904.270.2418 (Fax) JCEA References Gary Koltz, PE, Utillty Director Marion County Utilities 352.671.8526 352.671.8512 (Fax) David Bolam, PE Clay County Utility Authority 904.213.2408 904.213.2469 (Fax) Plan, City of Neptune Beach 20 ~~ 3. PROJECT APPRfJAGH Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 The ATM Team understands that this Request for Proposals (RFP) addresses the City's need for a comprehensive review and upgrade of the Master Plan and the preparation of a cost- effective approach for addressing the upcoming TMDLs. With our team's previous experience working with the City of Atlantic Beach and expertise in wastewater treatment and transportation, ATM offers the City a successful, cost-effective, and expedited update of the Sewer Master Plan. Examples of the team's expertise and experience with the City and surrounding area include: • TMDL Planning for the Neptune, Atlantic and Jacksonville Beach - In support of the Lower St. Johns River TMDL review, ATM provided technical review and ~ r~~ comments on the development, calibration, and. application of the watershed loading, hydrodynamic, and water quality models used for the project. ATM also performed analyses of general circulation and transport and specific effects of the Jacksonville Beach, Atlantic Beach, and Neptune Beach combined effluent discharge on water column dissolved oxygen, chlorophyll-a, and nutrients. • Wastewater Collection/Transmission System Evaluation for Atlantic Beach and Jacksonville Beach -John Collins, PE has worked on many wastewater improvement projects for the City of Atlantic Beach and Jacksonville Beach including substantial pump station/force main upgrades and sewer rehabilitation/replacement projects. In addition he was involved with previous projects at the Buccaneer WWTP. FDEP Wastewater Treatment Facility Operating Permit Renewal -Angela Bryan, P.E. and John Collins, P.E. both worked on the 2003/2004 renewal of the wastewater operating permit at the City of Jacksonville Beach. The permit involved coordination with the Neptune Beach and Jacksonville Beach due to FDEP issues surrounding nutrients/metals reduction to the river due to the common Beaches outfall discharge into the St Johns River. The team for the City of Atlantic Beach is discussed in detail in the Section 1 -Firm's Professional Qualifications and Project Team. Historical Background of Atlantic Beach The City of Atlantic Beach has historically prepared continuing sewer system studies and evaluations relating to utility repair and maintenance, acquisition of private utilities (Buccaneer system), permit or regulatory driven, growth/expansion (Comprehensive Plan, etc) or capacity evaluations. Over the years, the City's has shifted to a more comprehensive approach and an overall Sewer System Master Plan was prepared in October 2000. • • ~~ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 In the 2000 report, the primary focus was the collection and transmission system only - it did not include treatment facilities. The study included GIS sewer system mapping, sewer system flow evaluations, sewer system hydraulic analysis, inspection of lift stations, Capital Improvement Program, and the evaluation of sewer service territory expansions. This City is expanding their comprehensive approach with this RFP to also include evaluations of both Wastewater Plant No. 1 (1100 Sandpiper Lane) and Wastewater Plant No. 2.(739 Renault). The work includes the development of a conceptual design and recommendation for the most cost effective method to meet the anticipate~t Totat Maximum baily Load (TMDL) requirement for nitrogen. The recommendation can be based on process adjustments, reclaimed water implementation, or a combination at one or bofh plants or combined beaches facility. Also the work will include the evaluation of the sludge treatment and handling facilities. The RFP also includes an evaluation of sludge treatment and handling at the facilities. The current Wastewater Plant No. 1 is rated at 3.0 MGD and the FDEP wastewater operating permit is valid through February 2007. Wastewater Plant No. 2 (Buccaneer system) is rated at 1.9 MGD and the FDEP wastewater operating permit is valid until June 2008. To reduce overall project costs, our team will utilize the existing information to the greatest extent possible during preparation of the master plan and FDEP reports. This includes the city's staff that regularly operates and maintains the wastewater system as the following documents listed in the RFP: • The Sewer Master Plan 2000 • Solids Handling Analysis completed in 2001 • Sewer Televising Reports • Wastewater engineering studies • The TMDL Value Analysis for Point Sources conducted by the St. Johns River Water Management's engineer • Previous DEP Permit Renewal reports and documents • Team's Project Approach To provide the City with a successful strategy to meet the TMDL requirements as well as prepare the Sewer Master Plan Update and FDEP reports within the required schedule, our team will conduct simultaneous work tasks under the direction of an experienced Project Manager. Our proposed tasks are described below: • Task 1 -TMDL Design and Recommendation • Task 2 -Collection System Evaluation • Task 3 - WWTP and Solids Handling Recommendations • Task 4 -Report Preparation and DEP Permit Renewal • Task 5 -Update 10 Year Capital Improvement Plan 2 Professional Engineering Services .. , , `~' for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-I Task 1 -TMDL Design and Recommendation The goal of Task 1 is to identify cost-effective solutions for the City of Atlantic Beach to meet the impending TMDL. The options available to the City are to increase the use of reclaimed water, ``` treat effluent to a higher level to remove nutrients, or a combination of both. The TMDL Valuer , Analysis Report provides the following options for the City to meet the TMDL requirements: WWTP ALTERNATIVE COST (Present Value) 1 (AB) Partial Reuse $ 3,300,000 1 Adv Secondary/100%Reuse $ 6,200,000 1 Upgrade to AWT $12,300,000 2 (BUC) Adv. Secondary/Reuse $ 5,400,000 2 (BUC) Adv. Secondary/Reuse (higher TN allowable) $ 1,800,000 Beach Regional Upgrade AB WWTP#1 for TMDL compliance $43,000,000 Beach Regional Upgrade AB WWTP#1 for TMDL compliance $85,300,000 (higher TN allowable) Beach Regional AWT + 100% Reuse $159,200,000 Using our team's combined expertise in wastewater treatment, .nutrient reduction, and reuse systems we plan to evaluate all feasible and cost-effective options for the City to address fhe TMDL compliance requirements, whether listed in the Report or not. While the options in the report vary in cost, it is evident that they may substantially impact and increase the current rates paid by the city's sewer customers. Our plan is to fully utilize the existing processes and look closely at reuse disposal sites. If reclaimed water is used, construction could focus on minimizing new structures through the use of compact cloth disc filters and expanding existing chlorine contact chambers. Previous reports have indicated that reuse may not be cost effective. While this option may still not be cost-effective, our team will analyze residential reuse as an option with consideration of "no-dig" technology (directional drill, etc) to substantially reduce the neighborhood disturbance during construction. The reuse options to be further explored again would be as follows: Our team will review on reuse the following former sites as well as sites previously not considered valid: Atlantic Beach WWTP#1 The reuse feasibility study evaluated two reuse options in Year 2000 -the golf course at Selva Marina and Russell Park. The golf course at Selva Marina was utilizing approximately 220,000 gpd (annual average) in Year 2000. Cost estimates in Year 2000, were estimated at approximately $1,100,000 for the construction of reuse pump station at WWTP#1, filtration, reuse piping and instrumentation. While this cost will be higher in Year 2006 dollars, the reduction of approximately 220,000 gallons a day from the river discharge is worthy of consideration. Also Russell Park was included in the above, but the reuse demand was only approximately 2000 gpd. Buccaneer WWTP #2 A letter report was prepared in 2001 to investigate the feasibility of reuse in the Buccaneer service area. The capital costs developed in 2001 was $ 1,550,000. 3 Professional Engineering Services .. , , '`" for the City of Atlantic Beach ' Sewer Master Plan Update, RFP# 06-1 There are options that can minimize the "rebuilding/reconstruction" of the city's wastewater treatment facility. Options such as denitrification filters can be installed in existing facilities to reduce effluent nitrogen without substantial modifications"to the existing secondary process of the WWTP. An example would be a US Filter Davco denitrification filter which converts nitrate-nitrogen into nitrogen gas and also reduces suspended solids from the secondary effluent. (We have included fact sheets on the Dentrification Filter at the end of this section.) Process modifications such as the Modified Ludzack Ettinger (MLE) process which provides enhanced nitrogen removal will also be considered. In this option the addition of an anoxic structure upstream of the aeration basins at WWTP #1 may be required. Task 2 -Collection System Evaluation Task 2 is an evaluation of the Wastewater Collection and Transportation System. The city's wastewater collection is essentially composed of the two sewer systems- the Atlantic Beach and Buccaneer system. The Atlantic Beach system serves the core city and the Buccaneer system serves the portion of Duval County that is north of Atlantic Beach and south of Mayport Naval Station. The Atlantic Beach collection and transmission system is composed of: • Approximately 237,000 LF of gravity sewers (ranging from 6 -12 inch diameter) • Approximately 900 manholes • 15 Lift Stations & a number of private stations that discharge into the system • 26,000 LF of force mains The Buccaneer collection and transmission system is composed of: • Approximately 73,000 LF of gravity sewers (ranging from 6 -12 inch diameter) • Approximately 300 manholes • 13 Lift Stations & a number of private stations that discharge into the system • 26,000 LF of force mains Our team has developed a three step approach to evaluating the City's collection system. We will provide accurate and current information for both the City's daily use and future project planning. Our approach begins with. data. gathering, where the foundation for the future analysis is built. The key to successful planning is using accurate and understandable data. Our team's ability to work closely with a City's staff and our experience in the design and rehabilitation of sewer systems help us identify and collect pertinent information necessary for proper evaluation of the system. Using that data, we will develop schematics and reports that accurately reflect modifications to the system and aid City staff in execution of their daily tasks. After collecting and analyzing the data, we will use our experience and judgment to identify and prioritize areas of the system that require Step 1 -Data Collection & Field Investigation . The key to this step is collecting accurate, complete, and useful information to support Steps 2 and 3. Understanding Atlantic Beach's needs and issues with the system that you 4 <: 1 1 1 { ~f Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 are aware of will help identify what information is most pertinent. After our initial familiarization with the system, we will work closely with City staff to collect and review existing data on the Atlantic Beach sewer system including: • Pipe sizes, material, age • New lift station information • Private lift station information • Areas of concern in the sewer system • Customer complaints • Sewer videotapes • Lift station run times • Lift station pumping rates and pressure readings • Field personnel observations We realize that gathering unnecessary information is a drain on the City's resources. We will work with the City to identify and prioritize the value of certain information to ensure efficient use of both the City's time and the project schedule. When necessary, our team members will be available to assist field or office staff in data collection. The Sewer Master Plan prepared in 2000, analyzed the pump stations in the field and performed tests such as pump draw down tests; verification of wet well diameters, force main size and elevations. Most of this data will be easily reused, but pump tests will be , performed again to verify changes or potential problems. Step 2 -Update Records `" l The City of Atlantic Beach has excellent city staffing ta.rintain the GIS utility maps. This work is in very capable "hands" of IVlark Hodgkinson. Using the data gathered in Step 1, our team will begin evaluation of the system. As our evaluation and understanding of the system progresses, we being accurately updating the City's schematics, equipment lists, pumping capacity lists, and wet-well configuration sheets with current information. The documents will not only be updated to include any new or private lift stations not currently shown, but will also be reviewed for accuracy with respect to the information gathered in Step 1. Step 3 -Analysis Using the current information gathered and developed in Steps 1 and 2, the ATM team will evaluate the sewer system to identify current, future, and potential issues which should be addressed in the 10-Year Capital Improvement Plan. Our analysis will identify and make recommendations on: • Areas of Inflow and Infiltration (I&I) • Pipe replacement schedule and replacement options Pump repair or replacement Overall system maintenance The problematic areas that are identified will be prioritized and organized to facilitate addressing the issues in the most efficient and cost effective manner. • 5 • C~ • Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Task 3 -WWTP and Solids Handling Evaluation The component for the wastewater treatment facilities will be driven by the results of recommendations for the TMDL. The key will be to develop more cost-effective alternatives than those reported in the TMDL Value Analysis for Point Sources conducted by the St. Johns River Water Management District. Currently the two wastewater plants are in good condition and have been upgraded several times the last ten years. Wastewater Treatment Facility #1 (Atlantic Beach WWTP) consists of a 3 MGD (annual average daily flow) extended air activated sludge wastewater treatment facility. The unit processes consist of six static wedge wire influent screens, one aerated grit chamber, four 750,000 gallon aeration basins with two basins per tank, two 70 diameter secondary clarifiers, two 80,530 gallon chlorine contact chambers, two dechlorination chambers of 17,430 gallons and an effluent holding pond. The plant was recently issued a mixing zone for copper and discharges at Sherman Point through a 250 LF 24" diameter outfall, at a depth of approximately eight feet. There is also an emergency discharge into the Intracoastal Waterway (Pablo Creek). Exhibit A contains a Process Schematic of WWTP#1. EXHIBIT A -Atlantic Beach WWTP #1 Process Flow Schematic Gravity Bypass to ICW Aeration F- 4 Onsite Claritier t CL2 3O2 Reuse DISCHARGE Aeration TO SJR Master 3 EYtluent QMP Lift Static Aerated CCC Storage Pond Effluent Station Screens Grit Ch Aeration ~ Pumps Oeff 2 Clarifier Buccanneer 2 FM FT/P WWTP Sludg Aeration Aerobic Plant I WAS Sludge Gravity Sludge Storage Sludge PS#I Digester Thickner Thickner Return Activated Sludge (RAS) Digester T Grit channel Bypass Wedge Wire Beds LEGEND ~, Q Influent/Etfluent Flow SLUDGE HAULED TO WA3Naste Activated Sludge LANDFILL FM- Flow Meter CL2 Chlorine Feed S02-Sodium Dioxide Feed FT/PFiltrate Thickner/Polymer 6 • J ~~ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 Wastewater Treatment Facility #2 (Buccaneer WWTP) consists of a 1.9 MGD (annual average daily flow) advanced secondary activated sludge wastewater treatment facility. The unit processes consist of an influent screen, master pump station, grit removal unit, odor control system, three sequencing batch reactors (0.457 million gallons each), two chlorine contact chambers (47,870 gallons total), one 16,500 gallon dechlorination basin and two aerobic digesters (79,300 gallons and 50,800 gallons). The wastewater, after dechlorination, is discharged into the St. Johns River via an outfall. The plant was recently issued a mixing zone for copper and discharges at essentially the same discharge point as WWTP #1. Exhibit B contains a Process Schematic of WWTP#1. EXHIBIT B -Buccaneer WWTP Process Schematic Manholes - N & W Plant Drains; Sewer fromWondwood Dr. & Regulus Dr & 8" FM SBRI Qmr FM CL2 S02 Qeff Master Plant Lift Selt' Priming Vortex Chlorine FM FFLUENT TO Station Pumps Grit SBR 2 Contact Eff. SRJ ~ w/Screen/Dewaterin Removal /Dechlorination Pumps SBR 3 Tank SH Slud e SLUDGE WAS g TO WWTP#1 Holding SH LEGEND Q tnfluent/Effluent Flow FM Flow Meter SBR Sequenching Batch Reactor CI2 Chlorine Feed System S02 Sodium Dioxide Feed System WAS Waste Activated Sludge During our evaluation of the existing sludge system we will review the report "Solids Handling Analysis" completed in 2001. The report recommended mechanical dewatering as the best alternative. Our evaluation will revisit the past findings and also review the current sludge handling and management program for the two WWTPs. The existing system uses a previous 1.0 MGD package plant as an aerobic digester for the existing WWTP#1. The sludge from the two aerobic digesters is pumped to the sludge storage/thickener for mixing and the addition of polymer. The treated sludge from the sludge storage/thickener is pumped to four sludge drying beds. The final product is transported to a landfill. 7 i Professional Engineering Services .. , , for the City of Atlantic Beach -' ~~ Sewer Master Plan Update, RFP# 06-1 Task 4 -Report Preparation and DEP Permit Renewal In accordance with FDEP guidelines, ATM will update the Capacity Analysis Report, complete the Operations and Maintenance Performance Report, and update the cost estimates only for the Reuse Feasibility Studies. The existing reports will be fully utilized to reduce project costs. The mixing zone has been resolved since the last renewal and is included in the current permit, so this should not be an issue in the permit renewal process. While capacity is not an issue (only about 60% of capacity is utilized), it is not entirely clear how strict FDEP will be in the implementation of process updates. Pending the findings in the process evaluation and recommendations and the EPA rulings in January 2006, it will be clearer next year. Our team will work closely with city staff and FDEP to complete the application and renewal process as soon as the guidelines and timing are finalized. Reuse was previously discussed under Task 1 -TMDL Design and Recommendation and will be pursued as a valid alternative to address TMDL issues at the two WWTPs. Our approach will be to prepare a comprehensive reuse feasibility report to focus on reuse on the previously evaluated reuse sites at the golf courses and parks but to also study other sites not previously considered valid and additional sites outside of the service area. • Task 5 -Update 10 Year Capital Improvement Plan Evaluations of the wastewater treatment and collection systems combined with analysis from pre-existing information will form the basis of the 10-Year Capital Improvement Plan. Using a decision matrix, .projects will be given a priority ranking, with the most imperative being ranked the highest. For each project, we will develop an associated timeline for completion and an opinion of probable construction cost. The Master Plan will be submitted to the City in various phases to allow the City to review our progress prior to submitting a Final Master Plan. The decision matrix will prioritize projects using criteria important to Atlantic Beach. Factors that determine importance and affect decisions are subjective and vary not only from place to place, but also over time. To ensure that projects are evaluated based on the ideals and criteria that Atlantic Beach deems important, early in the project we will meet with the City and identify what criteria are important and which ones are more important than others. Examples of project criteria are, Does the project..... • Address health and safety issues • Reduce operation & maintenance (O&M) costs • Improve system O&M • Improve system efficiency • Reduce public complaints • Meet future needs • Address project budgets • Improve the environment • Comply with regulatory requirements? 8 ~~ Professional Engineering Services .. , , , , '`" ' for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 • Each item will have an importance factor applied to it that indicates its priority with respect to the other criteria. For instance, a project that "complies with regulatory requirements" will likely have a higher importance factor than one that "reduces O&M costs." Each project will receive a rating that is then multiplied by the importance factor to determine the overall score of the project. Theoretically, projects with the highest score will receive the highest priority. Using a combination of forecasts, the decision matrix, and our evaluation of the facilities, a timeline for project execution will be developed. The timeline will be structured such that the City can properly plan for and budget for the improvements with the City's "pay as you go" budget. • 9 • • ~~ ,t ~;s' r '~+~ ~ ~ f ~~~ rt fr ,~}`" ~_~ ,' ~ ~~( ,. ~]5 ~~~~~ ~~~~~' ~ ;x ra $S ~'e r ~33:.. .. ~.,.~ 1 ~, ~ ~s~a~-ra • • t~-EITRIFI~CA~'~C~-IV F11.TE h~~ r,~'Y Yr.~.f ..~... .,~nnn~noi M~ r., ~ -_.~. vn..,r , Yu-r, . i3 }~~ W n r-~;, t z~ $iR3iw;:~i ' . . ~ IT'S ~ 3 ~ w ii ~n,ii. 1; :~`x .,..~ ~.," ti' 1K ~ A ( ' i .~.r,... .~.'..:n.. MtK. i..:~"~'".+.. ..._ r nit '«cii f `...nip S ~ cru~..u:.s.-.-.rte '+a..-r...s.~!~^mrs~,.-.~e~..~yyw~m ~'~E. p„ dc~ 4 xo~F features 8r Gene#its s Advvnced PEC frx completely aulomaied ryperat;an and easy arwbleshooting. ,J Qne slap tertiary liltrotian and denisri#icalion saves on process converrsion expenses. ;J ssolorad cells adapt to saasorsol Now rases. u large, spfserical media makes hot easy cbaaning, .1 Ease of expansion is masch increased Now capacisy. J Comolese, factory ba;tt sysMms olk~w far easy insksllatiart and minimum rogvirat! hookups. .J HL~PE typo blaetr, vndsrdtaim are ds,rabla, and maka ;nssaHation ct snap. .~ EMiJ pumps provide durability and dependability even during the harshest corlditjans. ~ ~~- .'~~~ ~ , '~ r ,. ~_ ~ ~ .I ~~~ _. ,. ., Professional Engineering Services .. , , ~~ for the City of Atlantic Beach f Sewer Master Plan Update, RFP# 06-I 4. STAFF AVAILABILITY AND CAPABILITY Working with municipal clients throughout Florida, ATM understands the future water and wastewater needs and challenges facing growing cities like Atlantic Beach. This experience allows ATM staff to be able to complete your project in a timely manner. ATM's experience in water and wastewater engineering, TMDL compliance, and project funding for small communities will complement the City's staff in preparing for the future enabling the project to be completed on time and within budget. Additionally, as the project will be led out of the Jacksonville Beach office, there will always be a team member available on-site to City staff. Current and Projected Workload ATM will be able to complete this project with our current staff. ATM has assembled a team of capable professionals with sufficient availability to complete all tasks successfully and efficiently. The assigned Project Manager, Timothy R. Taylor, PE can and will commit to providing the City the required level of service along with the necessary resources to ensure timely completion of the work. • Table 4-1 shows the current, projected, and time available for the Sewer Master Plan Project. Table 4-2 shows a proposed project schedule. U • y U o> 00 o~i w O .y `~ O 0. • V b ~ ~ 'v ~L w ~ ~ +„ of o ~sy ;~ v~ ~~ ''„ y O "~" ~ ~ o> p p c0 ~ ~ O N E O r O N O ~ O N O M O O O M O N O O O M O N O O ~ o ~p p 0 M 0 M 0 r!' O N O N O O 0 N 0 N 0 O 0 N 0 M 0 O 0 M 0 N 0 O 0 M 0 N 0 O ~ o tD O M O M O ~I' 0 N 0 N 0 ~D 0 M 0 N 0 H O N O M O O 0 d' 0 N 0 tl' 0 ~ 0 N 0 'V' Q. o a p O A N C COO N O d0- 0 0 N C O ~ N M dam' N ~"~ ~ o p p O Ln O .-- O d" O d' O N O !!' O ~ O N O M O M O M O 'd' O Co O N O N X ~ 0 N 0 M ~ o LL O coo ~ M m N N m o M o 0 v0 0 o N ~ o M ~ o V d V ,~ V ,~ V ,G1 V G1 V G1 a a a a a a ~ ~ ~ ~ ~ ~ m m m m m m ~ ~ ~ ~ ~ ~ ~ ~ o Q ~ ~° ~ a o a ~ ,° ~ a o Q ~ ~° ~ ~ o a ~ ,° ~ ~ o a L ~° ~ ~ o a L ~° p 1 L- ~ \ p Y L y \ p Y L ~ \ p Y L ~ ~ p Y L ~ ~ p Y L ~ ~ Y O O > .~ . Y OO O ~ B ~ Y O > O > .Q . Y O O ~ .LZ Y OO O ~ .Q Y OO O .Q > ~ ~ ; > -p ~ lp ~ -p ~ t0 ~ ~ ~ ~ RS ] > "0 ~ RS > > "O ~ ~ > ~ ~ D _a~i o Rs N E ~ ~ D a~i o Rs d E ~ ~ ~ a~i 'o co N E ~ ~ D a~i o t4 ~ E c ~ D .a~i o Rs ~ E c ~ D .a~i o ro ~ E U ~ 1- U a_ ~ U n. F= U d. I-: U d 1= U ~ 1= d wa -a a w a w Z ~ as _ ~ ~ c ~ a L m = U ~ ~ cn L ~ ~ '> ~• c _ ~ ~ m 1- E Q ~ 2 C'3 ~ H N Professional Engineering Services .. , , for the City of Atlantic Beach %' Sewer Master Plan Update, RFP# 06-1 5. FINANCIAL RESPONSIBILITY AND INSURANCE • Form of Business ATM is a corporation organized under the laws of the State of Florida. Years in Business ATM was founded in Gainesville Florida in 1984 by Chairman, Edward Modzelewski, and has grown to a firm of over 100 employees in 8 offices throughout the Southeastern United States. Changes in Ownership Since its inception, ATM has been closely held by employee shareholders, with the majority of ATM's corporate stock held by the Chairman. Bank Reference ATM has an excellent relationship with Merrill Lynch Financial. Currently, we have a $1.5M line of credit with Merrill Lynch. Our contact is: Jim LaBate Fort Lauderdale, FL 877/351-4060 Recent Audit Summary Our 2004 Financial Statement follows. Current Certificate of Insurance Our current insurance certificate is at the end of this section. Professional Engineering Services • • , ~ , , ~ for the City of Atlantic Beach ' i'` Sewer Master Plan Update, RFP# 06-1 FINANCIAL STATEMENTS AND ACCOUNTANTS' REVIEW REPORT APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIAA DECEMBER 31, 2004 • l~ u /, f '` • r' • • Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-I FINANCIAL STATEMENTS AND ACCOUNTANTS' REVIEW REPORT APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA DECEMBER 31, 2004 CONTENTS Page Acconntants' Review Report t Balance Sheets 2-3 Statements of Income and Retained Earnings 4 Statements of Cash Flows 5-6 Notes to Financial Statements ?-12 3 I I 1 • " Professional Engineering Services " i ;j for the City of Atlantic Beach s Sewer Master Plan Update, RFP# 06-1 Purvis ACCOUNTANTS' REVIEW REPOKT Board of Directors Applied Technology and Management, Inc. Gainesville, Florida We have reviewed tl7e accompanying balance sheets of Applied Technology and Management, Ina as of December 3t, 2004 and 2003, and the related statements of income and retained earnings, and cash flows for the years then ended, in accordance with Statements on Standards for Accounting arul Review Services issued by the American Institute of Certified Public Accountants. All information included in these financial statements is the representation of the management of Applied Technology and Management, Inc. A review consists principally of inquiries of Company personnel and analytical procedures applied to financial data. It is substantially less in scope than an audit in accordance with generally accepted auditing • standards, the objective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, we do not express such an opinion. Based on our reviews, we are not aware of any material modifications that should be made to the financial statements in order for them to be inconformity withgenerally accepted accounting principles. April I5, 2005 ///~~~ rt_^-~ ® Gainesville, Florida ~ % ~ G 7 Certified Public Accountants P.O. Box 23999 • 222 N.E. Ist Street • Gainesville, Florida 32602 • (352} 378-2461 • FAX (352) 378-2505 Laurel Ridge Professional Center • 2347 S.E. 17th Street • Ocala, Florida 34471 • (35Z) 732-3872 • FAX (352) 732-0542 443 East College Avenue • Tallahassee, Fbrida 32307 • (850} 224-7144 • FAX (850) 224-1762 7727 2nd Street • Sarasota, Florida 34236 (941) 365-3774 • FAX {947) 365-0238 MEMBERS Of AMERIUN ANU FLORIllA INSTII UTES OF CERTIf1ED PURUC ACCOUNTANTS MEMBER OF AMERIUN INSTITUTE OF CFRTIfIEO PUBLIC ICCOUNTANT$ 1'RIVAlE COMPANIES AND S.E.C. PRP.CTICE SEC rIONS 1 • 4 { ~~ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 BALANCE SHEETS (SEE ACCOUNTANTS' REVIEW REPORT) DECEMBER 3[, 2004 AND 2003 APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESV[LLE, FLORIDA ASSETS • Current Assets Cash Accounts Receivable, Net Work in Process Employee Advances Prepaid Expenses Notes Receivable -Stockholders Income Tax Receivable Total Current Assets Property and Equipment Vehicles Furniture and Fixtures Equipment (Accumulated Depreciation) Total Property and Equipment, Net Other Assets Notes Receivable -Stockholders Due from Related Parties Cash Surrender Value of Life Insurance Deposits Total Other Assets Total Assets 2004 2003 $ 68,624 $ 16,779 2,253,599 1,932,850 287,027 560,598 33,600 28,718 189,305 74,728 48,553 53,18b 0 19,017 2,880,713 2,685,876 214,606 299,957 156,792 157,876 1,317,984 1,217,004 1,689,382 1,674,837 (1,429,716) (1,316,361) 259,666 358,476 36,628 41,556 273,365 307,101 649,800 SS9,360 47,03 t 47,031 1.,006,824 955,048. $ 4,147,203 $ 3,949,400 See accompanying notes. 2 5 ~~ 3 • ~~' • Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 LIABILITIES AND STOCKHOLDEI2S' EQUTTY 2004 2003 Current. Liabilities Accrued Salaries $ 71,973 $ 126,280 Accrued Compensated Absences 115,898 105,681 Accounts Payable 494,548 410,289 Profit Sharing Ptan Payable 58,144 59,093 Other Payables Line of Credit 49,396 1,128,400 216,192 I ,275,153 Current Portion of bong-term Debt 100,000 35,163 Income Taxes Payable 10,307 0 Deferred Income 'T'axes 792,683 678,012 Total Current Liabilities 2,821,399 2,905,863 Long-term Liabilities Long-term Debt 2 L6,667 130,446 Retirement Obligation 359,070 314,954 Deposits 1,700 0 Deferred[ncomeTaxes 41,126 38,459 Total Long-term Liabilities 618,563 483,859 Total Liabilities 3,439,962 3,389,722 Stockholders' Equity Common Stock - $.0005 Par Value; 1,000,000 Shares Authorized and Issued; 929,587 and 926,905 Shares Outstanding in 2004 and 2003, Respectively S00 S00 Additional Paid-in Capital 69,309 42,183 Treasury Stock, 70,413 and 73,095 Shares in 2004 and 2003, Respectively, at Cos[ (159,980) (141,929) Retained Earnings 797,412 708,924 Total Stockholders' Equity 707,241 609,678 Total Liabilities and Stockholdcrs' Equity $ 4,147,203 $ 3;494,400 See accompanying Holes. 1 3 6 /. ..-,. 1 1 1 _'f Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 STATEMENTS OF INCOME AND RETAINED EARNINGS FOR THE YEARS ENDED DECEMBER 31, 2004 AND 2003 APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA • Engineering Revenues Job Costs Labor Costs Other Job Costs (Total Job Costs) Gross Profit Operating Expenses Auta Bad Debts Depreciation Dues and Subscriptions Entertainment and Promotion Equipment Lease Insurance Management Fees Marketing Office Supplies Professional Fees Rent and Utilities Repairs and Maintenance Salaries -Officers Salaries -Other Payroll Taxes and Other Benefits Taxes -Other Telephone Travel 401(!c) Employer Contributions Other Operating Expenses (Total Operatiug Expenses) Income from Operations Nonoperating Income (Expense). Interest Income Interest Expense Income "fax Refund Total Nonoperating (Expense) Income Before Taxes Income Tax (Expense) Net Income Retained Earnings, Beginning of Year Ketained Earnings, End of Year 2004 2003 S 10,232,786 $ 9,243,282 2,437,203 2,507,386 2,361,018 1,678,869 (4,798,218) (4,186,255) 5,434,568 5,057,027 34,598 39,400 76,992 179,176 1$7,615 227,847 6 t,471 50,784 49,896 59,720 19,211 16,227 482,738 480,809 831,721 754,651 56,941 66,465 140,206 103,160 155,639 83,266 463,091 490,972 40,520 37,622 879,801 728,117 582,661 608,857 337,747 304,886 41,034 26,156 141,404 134,838 l 17,337 136,013 127,216 (15,567 321,015 234,355 (5,!48,854) (4,875,888) 285,714 181,139 i t,483 29,343 (61,829) (6$,145} 7,235 0 (43,111) (38,802) 242,603 142,337 (154,115) (110,258} 88,4$8 32,079 708,424 676,$45 $ 797,412 S 708,924 See accompanying notes. 4 7 ~~ '~ • 'i • 4 Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 STATEMENTS OF CASH FLOWS (SEE ACCOUNTANTS' REVIEW REPORT) FOR THE YEARS ENDED DECEMBER 31, 2004 AND 2003 APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA Cash Flows from Operating Activities Cash from Fees Collected Net Decrease (Increase) in Employee Advances Cash Paid to Suppliers. Cash Paid to Employees and for Fringe Benefits Interest Paid Income Taxes Refunded (Paid) Net Cash Provided by (Used in) Operating Activities Cash Flows from Investing Activities Purchase of Property and Equipment Proceeds from Sale of Property and Equipment Net Payments (Borrowings) on Notes Receivable Net Decrease (Increase) in Loans with Related Parties Net Cash Provided by (Used in) Investing Activities Cash Flows from Financing Activities Net I3ortoaing (Repayment' nn Line of Credit Proceeds from Other Borzowings Repayments on Long-term Debt Proceeds Crom Sale of Snick Purchase of'Creasury Stock Additional Paid-in Capita( Net Decrease (Increase) in Cash Surrender Value of Life Insurance Net Cash Provided by (Used in) Financing Activities Net Increase (Decrease) in Cash Cash, Beginning of Year Cash, End of Year 2004 2003 $ IQ,t16,674 $ 8,725,493 (4,882) (16,491) (5,516,475) (4,313,336) (4,409,667) (4,232,413) (61,829) (68,145) (20,700) (1,124) 103,121 93,984 (102,878) (150,733) 17,500 26;547 9,561 40,767 33,736 12,106 (42,081) (71,313) ((46,753) 328,566 500,000 43,051 (348,942) (3b 1,345) 56,862 30,282 (51,159) (9,303) 27,(26 (42,183) (46,324) (36,060) {9,190) (46,992) 51,aso {2a,321> 16,779 41,100 $ 68,629 $ (6,779 See accompanying notes. 5 8 .. , , Prof for thelCity of Atlantic Beach J ; 1j~ Sewer Master Plan Update, RFP# 06-1 STATEMENTS OF CASH FLOWS (SEE ACCOUNTANTS' REVIEW REPORT) FOR THE YEARS ENDED DECEMBER 31, 2004 AND 2003 APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA (Concluded) Reconciliation of Net Income (Loss( to Net Cash Provided by (Used in) Operative Activities Net Income (Loss) Adjustments to Reconcile Net Income (Loss) [o Net Cash Provided by (Used in) Operating Activities: Bad Debts Depreciation Defected Taxes Loss (Gain) on Sale of Assets Changes in Assets -Decrease (Increase) and Liabilities - [nexease (Dccrease): Accounts Receivable Work in Process Employee Advances Prepaid Expenses Other Acwunts Receivable Deposits Accounts Payable Profit Shazing Plan Payable Accrued Salaries Accrued Compensated Absences Other Payables Income Taxes Payable(Receivable Net Cash Provided by (Used in) Operating Activities Snnplemental Disclosure olCash Flow Information income Taxes Paid Interest Paid See accompanying notes. 6 2004 2003 $ 88,488 $ 32,079 76,992 179,176 187,615 227,847 l 17,338 109, t 79 (3,425) (5,100) (364;115) (263,(43) 273,571 (302,505) (4,882) (16,491) (114,577) (8,971) 23,616 1,700 (29,236) 84,309 6Q174 (949) (3,617) (54,307) 3,552 10,2!7 29,465 (166,796) 58,004 (28,058) (45) $ 103,121 $ 93,984 $ 20,700 $ 1,079 $ 61,829 $ 68,145 9 ~.. '~ ~ ' ~f Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-I NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' RF,VIEW REPORT) APPL[ED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA Note I - Summary of Significant Accountin Policies Keportiug Entity Applied Technology and Management, Inc. (the Company) was organized as a corporation in h t e state of Florida on March 27, 1984, and is principally engaged in environmental engineering attd consulting. The Company's customer base extends throughout the eastern United States. Cash Cash of the Company consists of cash on hand and cash held in banks. Property and Equipment Property and equipment are recorded at cost. Depreciation on property and equipment is computed principally using the straight-line method. Treasury Shares The Company has elected to account for repurchases of treasury shares for probable subsequent resale on the cost method of accounting for treasury securities. Deferred Taxes The Company provides for deferred income tax charges and credits resulting from timing differences in reporting income and expenses for financial statement purposes compared to Ute methods of reporting for income tax purposes. The timing differences arise from differences in depreciation methods, from the accrual of compensated absences when earned for financial statement purposes which are not deducted until paid for income tax purposes, and from the recording of certain receivables and payables for financial statement purposes which are not recognized until payments are received and made for income tax purposes. Use of Estimates The preparation of financiat statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosures of contingent assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenses during the. reporting period. Actual results could vary from the estimates that were used. t Reclassification i Certain prior year amounts have been reclassified to conform with current year financial reporting and to facilitate compazisott of financial data. Note 2 - Accounts Receivable and Work in Process { Engineering fees and related accounts receivable are recorded on contracts which provide for billings based on hourly talcs and direct expenses. Accounts receivable are unsecured and are reported net of an allowance for uncollectible accounts of $163,345 and $2E 7,711 at December 31, 2004 and 2003, respectively. • 10 ~~ -:;~` Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 NOTES TO FINANCIAL STATEMENTS {SEE ACCOUNTANTS' REVIEW REPORT) APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA (Continued) Note 2 - Accounts Receivable and Work in Process (Concluded) Work in process is recorded for work performed to-date, but not billed to clients, based on hourly rates and direct expenses. Note 3 - Property and Eguinment The following is a summary of property and equipment: December 31 2004 Estimated Original (Accumulated Vehicles Useful Lives Cost Denreciationl Net FumitureandFixtures 5-7 Years $ 214,606 $ (199,310) $ 15,296 Equipment 5-IOYeazs 156,792 (138,026) 1.8,766 Total 3-7 Years 1,317.984 (1,092,3801 225,604 ~tb 9 382 ~~( 42 7 G) $ _2.$9 ~4 December 31 2003 . Estimated Original (Accumulated Vehicles Useful Lives Cost Depreciatioul Net Furniture and Fixtures 5-7 Years $ 294,957 $ (246,844) $ 53,113 5-10 Y Equipment ears 157,876 (130,556) 27,320 3-7 Years 1.217,004 (938.961) 278 043 Total _ . $ __.1.674_$37 $ ,~3L1~_,3Gt) $__3 8 76 Note 4 - Related Party Transactions At December 3l, 2004, the stockholders were indebted to the Company in the amount of $85,181, which is supported i by signed notes receivable on which regular payments including nterest at a rate of 8.5% are due. Stockholder notes are reported in the accompanying balance sheets as follows: Stockholder Notes Receivable -Current Pottion 2004 2003 $ 48 Stockholder Notes Receivable ,553 $ 53,186 -Noncurrent Portion Total 36,628 41556 $__~5 181 ~_~4 742 Applied Management Corporation (AMC) provides administrative, management and accounting functions to the Company, and the Company provides office space and various other services to AMC. Both AMC and the Company have comrnon stockholders. AMC bills the Company for administrative support functions on a fixed fee basis in 2004. Prior to this year, AMC billed the Company on a percentage of revenue basis. At December 31, 2004 and 2003, the Company had a net balance due from AMC of $268,658 and $289,109, respectively. In addition, the Company had a net balance due from other related entities of $4,767 and $17,992 at December 31, 2004 and 2003,respeetively. C_J 11 • r, - ~~ `; ` - ,i Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE,FLORIDA (Continued) Note 5 - Line of Credit On September 26, 2003, the Company entered into a new asset-based line of credit ageement with a financial institution to retire an existing line of credit and other notes payable. The Company is able to borrow up to $ (,500,000 or 80% of accounts receivable less than 90 days old, whichever is lower. At December 31, 2404 and 2003, $1,128,400 and $1,275,153 of borrowings were outstanding on the line of credit, respectively, which has a variable interest rate during the life of the loan equal to the One-Month LIBOR (London Interbank Offered Rate) plus 2.65%. At December 31, 2004 and 2003, the interest rate was equal to 5.04% and 3.77%, respectively. The line of credit is collateralized by a blanket security interest in the Company's accounts receivable, two key stockholder life insurance polices, and also personally guaranteed by the Company's major stockholders. In addition, the Company is required to maintain certain financial ratios as stated in the. loan and. security agreement. As of Ueeember 31, 2004, the Company was incompliance with the particular financial ratios. Note 6 - Lone-term Debt Long-term debt to third parties consisted of the following at December 31, 2004 and 2003: Note Payable to a Bank; Collateralized by Equipment, Payable $788 Monthly Including Interest at 6.90% Note Payable to Ford Motor Credit Corporation; Collateralized by Vehicle, Payable $822 Monthly Including Interest at 5.90% Note Payable to an Individual; Payable $2,201 Monthly Including Interest at 8.75% Note Payable to a Bank; Collateralized by Vehicle, Payable $593 Monthly Including Interest at 7.99% Note Payable to a Bank; Collateralized by Cash Surrender Values of Shareholder Life Ensurance Policies, Payable $8,333 Monthly Plus Interestat 5.06% Total (Current Portion) Total Long-term Debt 2004 2003 0 $ 12,575 0 20,622 0 130,603 0 1,809 316,667 0 3 16,667 165,609 (100,000) (35,163) ~___2~61 $, ___I3~46 The future principal payment required on long-term liabilities as of December 31, 2004, is as follows: C7 12 ~~ ,! Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT} APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA (Continued) Note 6 - LOng-term Debt (Concluded) Year Ending December 31 Amount 2005 $ 100,000 2006 100,000 2007 100,000 2008 16,667 2009 0 Thereafter 0 Total $ 316.6t~7 Note 7 - Profit Sharing Ptan Applied Technology and Management, lnc.'s 40l(k) Profit Shazing Plan (the Plan) is a defined contribution profit sharing plan for all eligible employees. Employees are eligible to participate after completing three months of service. The Company may contribute in each year an amount determined by the Boazd of Directors. Discretionary employer contributions are allocated based on the compensation of each employee and the total compensation of all participants. In addition, the Plan allows for voluntary employee contributions. All such voluntary contributions are subject to immediate vesting. Each employee is allowed to contribute up to 100% of his/her salary to the maximum amount of $13,000. The Company contribution matches 30% of the employee contribution, not to exceed f0% of the employee's total compensation. The combined contribution of employer and employees may not exceed the lessor of $41,000 or 100% of the employee's pay. The employer contribution vests at 20% per plan yeaz For each completed year of employment. The total profit sharing expense was $127,216 and $115,567 for 2004 and 2003, respectively. Note 8 - Leases Operating Leases The Company leases office space under various long-term operating leases. Future minimum rental payments required under these teases are as follows: Year Ending December 31, Amount 2005 $ 377,009 2006 276,192 2007 249,968 2008 211,697 2009 21.1,697 Total ~_ 1326 10 • 13 • '~ Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 NOTES TO FINANCIAL STATEMENTS (SEE ACCOUNTANTS' REVIEW REPORT) APPLIED TECIINOLOGY AND MANAGEMENT, INC. GAINESVILLE, FLORIDA (Continued) Note 8 - Leases (Concluded) Operating Leases (Concluded) The above rental expenses will be offset by a total of $89,291 from a related party in sublease rental income over the two-year period ending December 31, 2005. The total rent expense was $435,168 and $462,503 for 2004 and 2003, respectively. Note 9 - Income Taxes The Company uses the deferred method of accounting for income taxes in accordance with Financial Accounting Standards Boazd Statement No. 109, Accounting ,for Income Taxes. Under this method, deferred tax assets and liabilities are determined based on the differences between the financial statement and tax basis of assets and liabilities and are measured using enacted tax rates.. Income tax expense is comprised of faxes currently payable and the net change in deferred tax assets and liabilities. Income Tax. Expense The components of income tax expense are as follows: Current Federal State Total Current Deferred Federal State Total Deferred Total Income Tax Expense 2004 2003 $ 32,321 $ 0 4,456 .1.079 36 777 1.079 101,403 94,352 15,935 14,827 117,338 109.179 14,115 ~_ _I1 The provision for income taxes differs from the amount computed at the statutory rate due to certain nondeductible expenses as follows: 2004 2003 Income Taxes at Statutory Rates $ 98,254 $ 57,646 Nondeductible Life Insurance 6,143 11;429 Chazitable Contribution Limitation 12,670 13,715 Other Nondeductible Expenses (Primarily Meals and Entertainment) 37,048 27,468 Total Income Tax F.xpensc $_I.54,1~ __ $_ __1,]4}258 ~~ 14 F •~ d !~ ~ ~~ ,'i Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-I NOTES TO FINANCIAL STATEMENTS {SEE ACCOUNTANTS' REVIEW REPORT) APPLIED TECHNOLOGY AND MANAGEMENT, INC. GAINESV[LLE, FLORIDA (Concluded) Note 9 - Income Taxes (Concluded) Deferred Tax Assets and Liabilities Deferred tax assets and liabilities result primarily from the timing differences related to reporting taxable income using the cash basis, utilizing the direct write-off method tax reporting of bad debts and due to differences in depreciation methods employed in tax reporting from those used in the financial statements: The net deferred tax liability in the accompanying balance sheet includes the following components: 2004 2003 Deferred'I'axLiability,CurrentPortion $ 1,176,232 $ 1,128,284 Deferred Tax Assets, Current Portion {383,549) (450,272) Net, Current Portion 792,683 678,012 Deferred "I'ax Liability, Long-term 41.126 38,459 Net Deferred Tax Liability ~ 833_809 $ s_7t6.471 Note 10 - Maior Customer For the year ended December 31, 2004, approximately IS% of the Company's revenues arose from service provided to one customer. Note 11- Commitments The Company is obligated under shareholder agreements to repurchase shares of its own stock from shareholders when they resign from the Company. Stock may be repurchased. at estimated fair value as defined in the shareholder agreement and may be repaid over a ten year period. 12 15 I I 1 _ ,~~ l`1--nHk• 9D799 • COVERAGES Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-I 2APPLTEC ACORD.e CERTIFICATE OE LIABI LITY INSURANCE o9; ;;os°"""' PRODUCER HRH of Gainesville 4880 NeWber Road, Ste. 100 rY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Gainesville, FL 32635-7400 352 378-251.1 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA Cincinnati Insurance Co 10677 Applied Technology & Management, Inc.. wsuRERB: American International Co 32220 2770 N W 43 Street msuRER c: Evanston Ins Co 35378 Suite B INSURER D: Gainesville, FL 32606 INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDRION OF ANV 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER P pL~YMMID IYYE DA~E ~PODTwN LIMBS A GENERAL LIABILITY CPP0726234 09/01/05 09!07106 EACH OCCURRENCE x1000000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $1 OO 000 CLAIMS MADE ~ OCCUR MED EXP (Any orre person) 55 ODD PERSONAL & ADV INJURY 51 OOO OOO GENERAL AGGREGATE $1 OOO OOO GEN 'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPiOP AGG $1 OOO OOO POLICY PR~ LOC A AUT OMOBILE LIABILITY CPP0726234 09/01/05 09101/D5 COMBINED SINGLE LIMIT $1 000 DOD X ANY AUTO (Ea acGtlenl} , , ALL OWNED AUTOS BODILY iNJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY Y X NON-OWNED AUTOS (Per accitlen() PROPERTY DAMAGE $ (Per aaitleni) GA RAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG 5 A E%CESS/UMBRELLALIA8ILITY CPP0728234 09101!05 09!01106 EACH OCCURRENCE 51000000 X OCCUR ~ CLAIMSMADE AGGREGATE Y1 OOO 000 Y DEDUC718LE 5 X RETENTION $ O 5 B WOR KER S COMPENSATION AND WC5843480 01101105 01/01/06 j( WC STATU- OTH- EMPLOYERS' LIABILITY E.L. EACH ACCIDENT $SOO OOO O~ICER/MEMB~ER~EXCIUD D7 ECUTIVE E. L. DISEASE-EA EMPLOYEE $SOO,OOD Ryes, descnbeuMer SPECIAL PROVISIONS below E.L. DISEASE-POLICY LIMIT 5500,000 C orxER Professional 04CPL000254 09/01/05 09!01/O7 2,000,00012,000,000 Contractors Included 2,000,000. Pollution DESCRIPTION OF OPERATIONS! LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROYLSIONS For Proposal Purposes • ACORD 25 (2001!08) 1 of 2 #M764715 I ANY OF THE ABOVE DESCRIBED POLICNi3 BE CANCELLED BEFORETHE EXPIRATION iEREOF, THE ISSUING INSURER WILL ENDEAVOR TO NAIL ~0_ DAYS WRITTEN TO THE CERTIFICATE HOLDER NANED TO THE LEFT, BUT FAILURE TO DO 50 SHALL NO OBLIGATION OR LIABILf(Y OF ANY KIND UPON THE INSURER, ITS.AGENTS OR RCOOP ®ACORD CORPORATION 198E 16 • 1 t 1 I ) jJ. Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s}, authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ~, • ACORD 25~S (2001ro8) Q of 2 #M164715 17 ~, • ; f 6. PROXIMITY Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 ATM's corporate and project office is our Jacksonville Beach office. ATM has maintained an office in Jacksonville since 1994. Our office is located at: 411 Pablo Avenue Jacksonville Beach, FL 32250 Phone: 904.249.8009 Fax: 904.249.8007 Mr. Thomas Schanze, PE, President and CEO, is located in the Jacksonville Beach office. The responsibility for this contract will reside with the local office staff that can and will commit to providing the expertise and resources necessary to deliver quality services to the City of Atlantic Beach in a timely manner. • • • • C7 ~~ 7. COST ?_ "' Professional Engineering Services for the City of Atlantic Beach Sewer Master Plan Update, RFP# 06-1 ATM Employee Rates Hourly Principle $51.92 Project Manager $46.95 Senior Designer $35.93 Designer $23.56 Drafter or CADD Operator $21.57 Field Inspector $25.11 Clerical $13.46 Overhead rate 150% Profit rate 10% Item Rate Billed copies b/w 0.1/page color 0.75/page plots standard 1/page hea duty 7.5/page glossy 50/page facsimile outgoing 1/page no charge for incoming/$1 includes long distance charge .supplies field notebooks 20.30 ea computer usa e Sony Di ital Camera 35/day GIS Imaging Work Station 55/hour Panosonic Water Resistant Laptop 125/day mileage company vehicles 0.485 K:\Proposals\GNV-Working\A040-CityofAtlanticBeach_051130\Response\7Cost.doc 1