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Home My WebLink AboutSHAW Environmental, Inc. ~ Stiaw@ Shaw Environmental, Inc. . ------------------------------ -------- --------------------------------- . . A World of Solutions Jane Hines, CMC, City Clerk City of Sunny Isles Beach 18070 Collins Avenue First Floor Meeting Room Sunny Isles Beach, FL 33160 RECEiVED ^/ AUG 2 2 200i to:'> CITY OF SUNNY ISLES BEACH OFFICE OF THE CITY CLERK August 21, 2007 RE: Request for Interest and Qualifications for Professional General Engineering Consultant RFQ 07-07-01 Dear Ms. Hines: Shaw Environmental, Inc. (Shaw) is pleased to present the enclosed qualifications package for Professional General Engineering Consultant in the following areas: . Geotechnical . Structural . Environmental . Construction Management . Construction Inspection . Electrical . Hurricane Recovery and Debris Monitoring Service . General Design Work . Public Involvement We trust that your review of the package will not only reveal our strong capabilities in all listed areas but also our dedication to quality work delivered on time and on budget. Shaw's vast resources have allowed us to build teams customized for our contracts. We are pleased that Jordanna Rubin could be made available as Project Manager for this work. Her background uniquely prepares her to bring benefit to the City as you implement projects. She was formerly the Environmental Manager for the City of Miami Beach and was involved with the numerous environmental and marine related projects. This experience provided valuable insight and knowledge of environmental capital projects and related pennitting and testing protocols. Behind her stands a team that will contract and expand as the City calls upon us. All disciplines are led by highly qualified specialists to ready to assemble the right people to perform a wide range of engineering services to support the needs of the City. As you will note by their resumes, all are highly experienced professionals and bring real value to the City's projects. Through Shaw, The City of Sunny Isles Beach will have a proven team ready to quickly take assignments and to efficiently provide the City with all the engineering services it requires. Our approach has always been to find the best solution for our clients so that we may establish a partnering relationship with them over the long term. 14350 COMMERCE WAY, MIAMI LAKES, FLORIDA 33016 . 305.818.2652 . FAX 305_2317403 . THE SHAW GROUP INC_@ . . . 6- Stiaw' Shaw ErMronmental. Inc. Jane Hines. CMC. City Clerk City of Sunny Isles Beach August 21, 2007 Page 2 Our policy is to be available to out clients at all times-24/7-to provide expert service whenever needed. Among the benefits we bring to the contract are our 20-year history of envirolUnental and engineering programs in Florida; local design centers with recognized engineers covering every discipline of interest to the City; full in-house assessment and remediation capabilities; construction management services; and regulatory agency familiarity. All of these key abilities and benefits are seamlessly combined to provide solutions and create results. We would like to certify that no individual involved with this contract has a conflict of interest. I would be happy to answer any questions you might have concerning this submittal. I can be reached in my Clennont office at 352-24l-2231 or cell 407-448-3l28. Jordanna Rubin is out on maternity leave at the moment, but will make herself available to answer questions if you need. Thank you for your consideration. Sincerely, Shaw Environmental, Inc. ~ Curtis Lee, P.G. Florida District Manager Attachments .\'..'IPlVposalsICi~\' of SlIfmy Isles Beacft':Gelleral Engineering Se,,"ices ](J()7"Proposal letter. doc A Shaw Group Company . . . CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT Table of Contents 1.0 Expression of Interest.... ........ ........... ..... ....... ........... ..................... ............................................ ... ........2 1.a Overview of the Firm..................................................................................................................2 o Shaw Environmental, Inc. ................................................................................................................2 1.b Shaw's Presence in Florida .......................................................................................................3 2.0 RFQ Required Data... ........ ..... ................ .............. ................. ..............................................................4 3.0 Qualifications for this Contract ............................................................................................................5 3.a Management Approach .............................................................................................................6 3.a.1 Organizational Structure .................................................................................................. 6 3.a.2 Overview of Shaw's Project Control System ...................................................................6 3.a.3 Schedule Control......... ..... .................. .......................................................... ...................6 3.a.4 Cost Control.............. ..... ..... ............ ............ ..... ................................................................6 3.a.5 Health and Safety ..~......................................................................................................... 7 3.b Personnel................................... ......... ....................................................................................... 7 3.c Approach to Projects ................. ....... ........................................... .............................................. 7 3.c.1 Engineering Design Development, Analysis and Cross-Discipline Coordination ............ 7 3.c.2 Compliance with Codes, Permits, Scope and Funding .................................................12 3.c.3 Samples of Service ........................................................................................................ 13 SF 330 - Complete (Includes resumes, projects/with contacts) I SHAW ENVIRONMENTAL, INC_ CONTENTS I CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT . 1.0 Expression of Interest Shaw Environmental, Inc. is pleased to submit our expression of interest and qualifications for Professional General Engineering Consultant services for the City of Sunny Isles Beach. We are a full service company, capable of self- perforn1ing the following services to the City: . Geotechnical . Structural . Environmental . Construction Management . Construction Inspection . Electrical . Hurricane Recovery and Debris Monitoring Service . General Design Work . Public Involvement . Our resources are immense, but we consider ourselves first and foremost a local consultant, committed to the success of our communities and clients. Our strategy in serving this contract is to assign discipline leads who would tap local (or, if appropriate, national) experts to support assignments. Our size is irrelevant to the City, except for the fact that we offer a depth of resources that can accommodate diverse and concutTent service requirements. . 1.a Overview of the Firm The Shaw Group Inc. is one of the world"s leading design, engineering, environmental, infrastructure, fabrication, and construction service companies, with nearly 22,000 employees in 220 locations worldwide. Founded in 1987, Shaw has grown in size, ability, and di versity 0 I' services. [n 2006, our eal11ed revenue was $4.8 billion. Headquartered in Baton Rouge, Louisiana, the company is publicly traded on the New York stock exchange (SGR, www.shawgrp.com). [n 2003, The Shaw Group debuted on Engineering News Record's top lOO-list of "America's Most Admired Companies." This recognition supports Shaw's commitment to provide a preferred place of employment. By attracting and keeping high quality and talented professionals, Shaw brings innovative and effective services to our customers. Today, in Engineering News Record, Shaw places in the top 10 in the categories of Top 500 Design Finns, Top 400 Contractors, and Top 200 Environmental Firms. Among the Top 200 Environmental Firms, we ranked 4th overall amongst all US based tinns in the nation. In that category, we ranked No.2 in Environmental Services and No. 1 in Construction/ Remediation. Our complete ENR rankings are shown in Exhibit 1-1. I SHAW ENVIRONMENTAL. INC_ 06C122006T A Fortune 500 finn, Shaw is a global provider of engineering services, often implementing a project from conception to construction and through long-tenn operations and maintenance. Project assignments range from simple to extremely complex, from small scale and relatively small cost to widely distributed and costly. Our projects often incorporate multi-node service delivery or implementation aspects. Clients range from federal, state, and local governments, to small commercial concern and multi-national conglomerates. Our clients and peers speak best to our capabilities and our attention to quality design and construction. We have received numerous awards for our work: . Shaw won the American Society of Civil Engineers Metropolitan New York Chapter's Design/Build proj ect 0 f the year award for the design 0 I' the Zerega Avenue Bus Maintenance and Training Complex for the New York City Transit Authority. . For Shaw's recent work in Iraq for the Al Kasik Military Installation, USACE Col. Laufenburgh commended Shaw in the October 3, 2004 Daily Report, saying, "Great news story - Shaw engineering cOlI/pleted installation of'water line hooster pUlI/p. They worked late int(; the night in order to he prepared {hI' water deliverv. Thevalso coordinated with the -Aski i\![osul pljJelfne in 'order to start pUll/ping water later tonight. Kudos to Shaw ((n' their e[((JI'ts. .. - o Shaw Environmental, Inc. Shaw Environmental, Inc. is a division of Shaw Environmental & Infrastructure, [nc., a wholly owned subsidiary of the Shaw Group Inc. We were incorporated in 2002 by combining the environmental, engineering, and construction expertise of Stone & Webster, the [T Group, EMCON/OWT, and Coastal Engineering and Environmental Consultants, Inc. Exhibit 1-2 shows the organization of The Shaw Group Inc. and where Shaw Environmental, Inc. fits in. Shaw Environmental Inc. (Shaw) offers a highly skilled team of over 6,000 technical and support professionals strategically located in 90 offices throughout the U.S., and capable of providing professional services at any project location. Through growth and diversitication, we have expanded our range of skills and resources to respond to the growing needs of our clients. Today, Shaw is recognized as one of the nation's largest full-service providers of a host of environmental and infrastructure engineering and design projects throughout the United States and the world. We support our clients through all phases of a project: from conceptual design, permitting, envirolUnental assessment, remediation, engineering, QUALIFICATIONS OF THE FIRM I 2 CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT . Shaw # 4 Overall Shaw #10 Overall Exhibit 1-1. Shaw ENR Ranking. Shaw is highly ranked by Engineering News Record. Shaw #10 Overall Rank Cate 0 Rank Cate 0 Rank Cate 0 1 Construction/Rem ed iation 4 Hazardous Waste 9 Industrial Process/Petroleum 2 Hazardous Waste 6 Contractors by New Contracts 6 Power 2 Environmental Science 12 Heavy Contractors 9 Petroleum 9 By Clients - Federal 1 Chemical & Soil Remediation 13 General Building 6 Chemical/Soil Remediation 12 Industrial Process/Petroleum 11 Hazardous Waste 7 Site AssessmenUCompliance . and design through construction, startup, operation, maintenance, compliance reporting, closure, and redevelopment. The foundation of our strength is our personnel. We take pride in having been successful in attracting the highest caliber of professionals to serve our clients, giving us the depth of staff and experience in a wide variety of engineering design projects to meet or exceed all of the needs of our clients. Exhibit 1-3 provides a profile of the professional experts at Shaw. Our personnel become an extension of our clients' organizations, providing direct access to our proven ideas, in-house research, and specialized services as we jointly pursue the most efficient and effective solutions for your business challenges. Our excellent reputation derives from our emphasis on client service, quality in execution of all tasks, compli- ance with all regulatory guidelines, and adherence to strict health and safety principles. Over 85 percent of our business comes from returning clients-proof that our emphasis on client satisfaction works. 1.b Shaw's Presence in Florida Our commitment to Florida is real. Within Florida, we have over 400 professionals working from offices in Miami Lakes, West Palm Beach, Palm City, Melbourne, Jacksonville, Clennont, Gainesville, Pensacola, and Tampa, with primary offices as show on Exhibit 1-4. Shaw brings an in-depth knowledge of the unique challenges of south Florida's geology, good working relationships with Florida regulators, and familiarity with the services the City requires. Shaw is committed to fostering mutually beneficial relationships with local MBE, DBE, WBE firms and has an exceptional track record in support of small 6. Stiaw'The Shaw Group Inc~ Nuclear Fabrication & Manufacturing Environmental & Infrastructure I Construction & Maintenance Energy & Chemicals SFLA_100_1 6- Stiaw' Shaw Environmental, InG. . Heavy Civil and Infrastructure Projects . Facilities Management, Privatization . Environmental Consulting and Engineering . Real Estate Restoration . Homeland Security, Emergency Response . Exhibit 1-2. The Shaw Group Organization Shaw Environmental Inc. is part of Shaw Environmental & Infrastructure, Inc., a subsidiary of The Shaw Group Inc., which employs almost 22,000 people. SHAW ENVIRONMENTAL. INC_ 06C122006T QUALIFICATIONS OF THE FIRM CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT business. Through our extensive project work in central and south Florida, Shaw has established strong links with the small and minority business community regionally. Shaw's programs have won awards and federal government recognition for our mentoring of numerous such companies. We received the Depart- ment of Defense (DOD) "Award for Excellence" by the Defense Contract Management Agency annually and consecutively from 1993 to 200l. Shaw has also received three consecutive DOD National Nunn-Perry . . - 351 839 116 8 5 115 240 149 73 101 159 27 106 8 30 3 66 4 13 67 3 4 106 30 277 11 149 3 723 400 106 4 71 82 113 11 210 1 2 1,251 . Discipline Project Support Administrative CAD Technician Community Relations Computer Programmer Computer/Data Processing Construction Manager Contract Administrator Cost Engineer/Estimator Engineer - Chemical Engineer - Civil/Structural Engineer - Electrical/Electronics Engineer - Environmental Engineer - Geological Engineer - Geotechnical/Soils Engineer - Industrial/Materials Handling Engineer - Mechanical Engineer - Mining Engineer - Nuclear/Physics Engineer - Safety/Occupational Health Engineer - Sanitary Engineer - Transportation Environmental Specialist Geographic Information System (GIS) Specialist Geologist/Mining Lawyer Management Specialist Planner: Urban/Regional Production/O&M Project Manager Quality Assurance Specialist Risk Assessor Scheduler Scientist - Biologist Scientist - Chemist Scientist - Ecologist Scientist - Environmental Scientist - Oceanographer Scientist - Toxicologist Technician/Analyst Exhibit 1-3. Breakdown of Disciplines within Shaw (excludes Operations/ Construction personnel) Awards for Excellence in Mentor-Protege Programs for small and MBE/DBE firm development in such areas as service quality, technical performance, return on investment, and overall business capacity and capability development. Our database of pre-qualified firms able to service our requirements locally includes more than lOO firms. \, Ji~^=-' -- L_ - - - __ (~.~ }~...... 1.." ~~ ~ -, "'WOffi<'::~ ) 66 \ Clermont I!\.... Gainesville' ~ 6- Jacksonville "(- Melbourne \ V f~ \. Miami lakes Mulberry'" Palm City' ~ ~~I Pensacola* Tampa "denotes sarellire office 0>\ ,,; Exhibit 1-4. Shaw Florida Offices Shaw's offices are strategically located to serve our Florida clients. 2.0 RFQ Required Data Address: Our Miami Lakes office will be our center of operations for this contract. The address of this office is: 14350 Commerce Way, Miami Lakes, Florida 330l6. Revenue: Shaw Group's revenue in 2006 was $4.8 billion; in 2005 it was $3.2 billion. Names of Persons with Financial Interest: Our firm is publicly traded on the New York stock exchange (SGR, www.shawf;rp.com). Completed Projects: Our SF 255 form provides lists of federal and other projects completed. Because of the size of our firm, providing a list of completed projects is impractical as the entries would number in the thousands. Clients with whom we work regularly include: Florida Department of Environmental Protection; Florida Department of Transportation; South Florida Water Management District; Miami- Dade County; US Corps of Engineers; 7-Eleven; BellSouth; Orange County; Hillsborough County; Lake County; CSX; Broward County; South Dade Landfill, and many more. 06C 122006 T I SHAW ENVIRONMENTAL. INC. QUALIFICATIONS OF THE FIRM I 4 CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT . References are provided on our SF 255 fonns. Contacts: The following persons may represent the company in negotiations for this contract. Curtis Lee, P.G., Florida District Manager 415 Citrus Tower Blvd., Clermont, FL 347ll 352-24l-2231 Neil Campbell, Business Line Manager 14350 Commerce Way, Miami Lakes, FL 33016 305-818-2652 Clients, large and small, express their appreciation "The ACEPD greatly appreciates a well-written and thorough Quarterly Report. We also appreciate the attention to detail, and the consistent and timely communication Shaw provides to our office. Please keep up the good work. " R. Crowder, Alachua County Environmental Protection Department "Many thanks to you and all of the Shaw team for the tremendous work and achievement in assisting OSHA throughout the rule making process, leading to the publication of the final rule. Shaw's analyses of technological feasibility and economic impacts are among the most advanced and refined that we have ever adopted here at OSHA and have set standards of excellence toward which we should aim in all future projects. " . R. Blicksilver, Ph.D., US Dept. of Labor Proof of Authorization To Transact Business: Our certificate is included in Appendix A. A copy of our Professional Engineers license is also included. Proposed Personnel for Assignment: Shaw offers a nationally recognized team of engineering professionals with expertise in devising cost-saving approaches for our clients. Shaw is prepared to assist the City of Sunny [sles Beach with all of its goals for this contract. Our Team will be actively managed by our Project Manager (PM) who will maintain regular communi- cation with the City's PMs. Jordanna Rubin, our proposed PM, has a strong perfonnance record in meeting client expectations and will bring that expertise to the City for this contract. Resumes and a draft organization chart are provided in Section 7 of the SF 255. Completed Forms: The Public Entity Crimes form and Non-Collusive Affidavit are included in Appendix A. . 3.0 Qualifications for this Contract Shaw will provide to the City our most qualified technical resources to support every project needed, to provide the project with any requested assistance, and to complete each assiglUnent on schedule and within budget to achieve the project goals. We are structured to be demand-responsive and efficient in the timely completion of every project assignment and to make available the management, professional, and technical resources necessary to respond to whatever needs may arise. Shaw is intimately familiar with the type of on-call services and procedures involved for the design, design review, assessment, inspection, and coordination services required by the City. We have provided similar on-call engineering services under task order contracts for many local clients, executing task orders simul- taneously as necessary, all within authorized budget. Our overall approach is as follows: . Plan the work and be flexible - For each task order, we will define a clear understanding of the scope, including any unique technical needs of the project, assign the best staff resources to meet the defined scope, and prepare a scope, schedule, and cost proposal for approval by the City. Upon receipt of approvaL we would immediately initiate the work. . Execute the work in accordance with the schedule We will monitor task progress and coordination, providing the City with progress updates as desired. On a regular basis, our progress repot1ing will pro- vide a complete review of all assignments, forecasted activities, and expenditures versus progress. . Execute the work in accordance with the budget - Budget control and cost containment are ongoing processes perfonnecl by Shaw to effectively monitor and control costs and to take timely action to main- tain task progress against the approved budgets. Changes in scope that increase or decrease approved estimates will be immediately reported to the City. . Ensure quality - Our quality control program makes certain that all task deliverables meet contract requirements and expectations and conform to appli- cable accounting, engineering, and design standards and regulations. The program will vary by task complexity and is applied continuously on each task. . Communicate via contract progress reports - Since the nature of the assignments under this task order contract will often likely have abbreviated schedules and multiple task orders active at any gi ven time, communication and reporting progress is essential. Later sections describe some of our tools used to facilitate efficient collaborations. Performance metrics and contractor performance standards are part of Shaw's culture. Delivering on time, quality designs and reports that are professional and coherent, within budget is a priority of our team. SHAW ENVIRONMENTAL, INC. QUALIFICATIONS OF THE FIRM 06C122006T CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT e We take advantage of to day's available technology to seamlessly communicate with one another and bring the needed expertise to bear on every project. We provide a local service and solutions team and incorporate the work of local experts/providers in an integrated project team. This ability to adapt our approach and utilize technology appropriately provides tremendous value to our clients as they can be sure that their resources are being spent efficiently and cost effectively. . 3.a Management Approach One of the many advantages Shaw brings to the City in providing environmental engineering services is our comprehensi ve service capability. We understand the desire of the City to accomplish its tasks in a timely manner. Unlike many consultants, Shaw is able to swiftly undertake and complete all aspects of such a project using the same project structure and management personnel. This will bring efficiencies that will result in cost savings and high quality end results. Our contract management approach does not require joint venture arrangements or division of the scope of services. The City of Sunny [sles Beach will only need to make one phone call for a wide range of services. Contract and project management are a function of technical knowledge, scope definition, schedule, and cost tracking. Shaw's managers are leaders in the industry. 3.a.1 Organizational Structure The organizational structure is embodied by established capabilities and resources directed by strong project management. The management team focal point for this contract is the Program Manager (Jordanna Rubin), with her Technical Services Leads acting as secondary contacts. The management team is supported by Health & Safety, QAlQC, and the Contract Administrators to assist in project execution. The proposed organization for this contract is included in Section 7 of the SF 255. You will note that beneath each technical service is a cadre of experts, who will be there when you need them, but only when you need them. This organizational structure provides the following benefits to the City of Sunny [sles Beach: . A central management team that provides the City of Sunny Isles Beach with a primary point of contact . Clearly established lines of communication and responsibility . Experienced leadership for efficient operation . Proven performance on previous contracts . SHAW ENVIRONMENTAL, INC. 06C122006T Our Project Manager, Jordanna Rubin, will be the primary point of contact for receipt of work assignments and will be accessible to the City of Sunny [sles Beach at all times. Ms. Rubin can be contacted 24 hours a day at the Shaw Miami Lakes office or through her cellular phone. 3.a.2 Overview of Shaw's Project Control System Shaw understands that accurate, real-time tracking of milestones, costs incurred and committed, as well as trend analysis for future project costs, are of the highest priority for our clients. The Shaw management infonnation system (MlS) is a fully functional and integrated system capable of managing highly complex projects. The system is crafted around real-time communication and cost/ schedule monitoring and control. Shaw uses Timberline™ estimating, PrimaveraTl\I, J.D. Edwards, and proprietary cost tracking software for managing and processing data for estimating, scheduling, budgeting, accounting, and reporting costs by different funding sources and work breakdown structure. Shaw's M[S provides the capability to define and maintain a performance measurement baseline and enable comparison of actual versus scheduled performance or budgeted cost, including detailed variance analyses at the work item level for individual resource categories (e.g., labor, equipment, material, and subcontracts). 3.a.3 Schedule Control Shaw's scheduling process is based on experienced schedulers assigned to the project, reliable field reports showing daily progress, and proven and accurate software. Shaw has been using Primavera™ software for scheduling for the past 8 years. All projects have resource-loaded schedules. These schedules are updated, at a minimum, every week. The effecti ve execution of work will require careful planning and coordination of project resources. The project schedule is a planning tool that requires continual review and updating throughout the project. The site sequencing plans provide the site-specific infonnation required to ensure that the work is successfully accomplished within the time frames established in the project schedule. 3.a.4 Cost Control Shaw's productivity management processes are an integral and critical element of cost control. This ensures the tracking of both Shaw and subcontractor costs and leads to accurate productivity analysis and cost control. Cost/schedule control is achieved by: QUALIFICATIONS OF THE FIRM CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT It . Organizing work during the estimate phase into discrete and clearly definable tasks or work elements . Establishing a cost/schedule baseline for each task . Tracking and monitoring progress against baseline . Forecasting costs . Controlling changes to tasks 3.a.5 Health and Safety Shaw has one of the lowest EMRs in the industry: 0.52. Our Health and Safety Program consists of a compre- hensive, two-volume set of health and safety procedures. These procedures are available at every Shaw office and project site location. Procedures establish the minimum requirements necessary to safely perfonn all aspects of hazardous, toxic, and radioactive waste operations. All subcontractors under the direction of Shaw must also comply with these program requirements. . 3.b Personnel Shaw's key personnel that will be devoted to this contract were chosen for their depth of experience relative to this work and for their history of successful execution of projects with USACE, DoD, FDOT, FDEP, DERJV[, and others. These qualified staff members have extensive experience in providing the services the City seeks. We are confident Shaw's team will provide services to the City of Sunny [sles Beach that are more efficient, more cost effective, and more reliable than the City of Sunny Isles Beach has experienced from any consultant heretofore. Exhibit 3-1 provides a depiction of the organization and Exhibit 3-2 provides a summary of the key personnel assigned to the project as well as their availability. The organizational structure of our personnel and staffing plan is embodied by established capabilities and resources directed by strong project management. The management team focal points for this contract are the Project Manager and Technical Services Leads. The proposed organization for this contract is included in Section 7, with personnel resumes. Shaw is prepared to begin serving the City upon signing this contract. We are committed to timely and responsive services and have the availability to provide them. You will note that our team is made up of highly skilled individuals, some of whom have limited history in Florida. This is because Shaw creates opportunities for its personnel commensurate with our business growth. Some of our personnel included on our team will be newly transferred to this area. . 3.c Approach to Projects Once a task order is awarded to Shaw, our PM will determine the best execution approach to achieve a quality design product within the given scope and budget. Our work process flow is streamlined and A Team Unequaled . Project Manager with experience managing programs with local city . Technical experts well known and respected for their successful projects-they have not only done it before, but they have done it better, faster, cheaper than others . Team committed to its surrounding communities and backed by vast resources of our large company automated. (Exhibit 3-2 illustrates the process.) Should the City have need of expertise not now anticipated, Shaw has access to designers with extensive expertise in areas beyond those identified in the City's RFQ. Shaw's PM can easily tap into those resources. lf a designer is located in a remote office, our design process facilitates communication and collaboration so that the location of the design work is seamless to the City. Daily conference calls, a common design platfonn and procedures, and as-needed, trips to project sites by the staff make our work efficient and enhance the quality. 3.c.1 Engineering Design Development, Analysis and Cross-Discipline Coordination Within Shaw, our engineering standards require cross- discipline coordination and signoffs, assuring the City of high quality engineering products. As project solutions are devised, we will ensure that both quality assurance reviews and peer reviews are done in order to capture interdisciplinary concems and apply them to the final product. Beginning with a reviewal' available data about the project site and an analysis of possible deficiencies/ gaps in data, applicable local, state, and national codes, Shaw develops preliminary designs using sound engineering practices that implement proven industry standards and take advantage of current technology. The breadth of our engineering knowledge and experience gives us the ability to analyze the most difficult problems and provide the optimum solutions. We consider a number of factors in reaching the best design solution including: . Design Complexity: Is this a unique, cutting edge design or a common design? . Constructability: Can the project be built and function as designed? 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Q) ui 0 .(1i Q) :J c:- (/) > 0 en (5 co co ::.: ro ro 'C- 0, -, en >. c C :J Cf) u... 0 I1l co 0 C c: Qi -, 0::: 0 0 co 0 0 ::i ai (/) .; Cf) .c (/) co c: +-" OJ (/) .~ OJ .c co co :.c c c :J .c .~ .~ ~ 3: 3: co 0 0 Cf) Cf) Cf) Cf) >- >- >- ~ ~ :2 0:: ll. W I l- ll. o (/) z o f= <{ u ll. ::::i <{ :J a . I U <{ w co (/) W ...J (/) >- z . u z ..,j <{ I- Z w :2 z o 0:: :> z w S ~ ~ (/) " is CITY OF SUNNY ISLES BEACH . Task Assignment Collect Available Data Identification of Key Tech Team Develop Tech Approach:Design BasI5 Preliminary Engrg Cost Estlmate/VVeS Iden~fication of ScopelOeli"erables Preliminary Proj. Schedule Preliminary Capital Cost Estimate Schematic I Preliminary Design Phase Design Documents to 30% . Outline Spec & Equip Data Sheets . Drawings . Calculations . System Descriptions 300'0 Engineering Capital Cost Estimate Engrg Studles.\ Addllionallrwestigatlons Value Engineering (Ifneces::>aryl Engineering Services During Construction . Rev 3. App Vendor:Contractor Submittals Process RFls Periodic Field ViSits/Inspections Resolve DefiCiency ReportsiQC Issues Prepare Design Modifications Resolve Ch-lnge Orders ~egulCltory Support QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT Citv Approval Task Approval Validate Final Scope Budget Deliverables Schedule Verify Key PrOject Staff City Approval Design Development De~lgn Documents to 60% Draft Spec & Equip Data Sheets . Drawing3 . Calculation3 . System Descriptions 60% Engineenng Capital Cost Estimate Constructablllty Review Permit Application Data Completed Startup. Commissioning & Turnover Review 01 Project O&M Manuals Assist In Commisioning Support of Project Permits Exhibit 3.2. Shaw's Design Development Process Risk Analysis: Risk must always be a consideration to protect the public and property assets. . Cost of Construction: Budget availability will sometimes drive the type of design undertaken. For example, use of a standard pre-engineered building verses a custom designed building can be influenced by the budget available for the project. . Life-Cycle Cost and Design Serviceability/Life: Key elements in making final design, construction, and operating decisions. 3.c.2 Compliance with Codes, Permits, Scope and Funding As design engineer, Shaw is ultimately responsible for understanding the full context in which a given design will be implemented. This requires that we remain aware of and incorporate design standards, local codes, and ever-changing industry standards into the design while seeing that the project remains within permit conditions. We do this using our project Quality Control team. Through QA inspections and reviews performed on all parts of the design as it is in progress, we make certain that the design meets project requirements for functionality, aesthetics, long-term . SHAW ENVIRONMENTAL. INC. 06C122006T Project Kickoff Conceptual Design Phase PrOject Team Kickoff Meeting.'Revlew Schedule Budget Deliverables Contract T & C's Staffing Plan!Team ~lembers Design Manual SOP's Gather Available Information Surveys, Geotech & Enviro Investigations Procurement Plan Contracting Bid Package Plan Establish Design Critena Engineering Studies Conceptual Design to 15% Final Design I Construction Bid Documents City Approval Bid Phase Services 100D'0 De~ign Documents Draft Spec & EqUip Data Sheets Development of Bid/Contract Documents Drawings Respond to Bidder Questions Participate In Pre-Bid ~leetlng Develop Addenda (as required) ASSist in Bid Evaluation Permltlng Plan Outreach plan (if necessary) Calculations 1000/0 Englneenng C<lpltal Cost Estlm,lte Engrg In:;pectlon & Tes.tlng Program City Approval Project Completion & Close.out Clos.e-out Project Records. S"Jnd Record:; to A.rchlves. Support Clos.e-Oul of PO's 8"Jst Pr:lctlc",:;lles.s.ons learned Report O&M and/or life-cycle expectations, and cost. This QA review also ensures that schedules are met and deliverables are submitted on time. Shaw provided preliminary and final design services for the $500-million South Boston Piers Transitway Project, a 2-mile subway line with five underground stations, including interchanges three lines and commuter rail services. QUALIFICATIONS OF THE FIRM CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT . .... .. ......... ~ ....,., :: "" '.," '" ~ "~""-- ~"'.; tl . .iIJ/I:..~'. ..-..~~. ~I. .. ~ - ., ....... ~ '\ .~. '. .,..f"<lOo_J., ~ - \..'~ ~ ~tt. . ~ . ;: ." ........ _r - ....,. ' .......;:!" :n' ..~'J. ":: IIJ ., ~" .~.. .pl . ...,./ " For this Texas Utilities rail spur, Shaw designed numerous at- grade and grade-separated crossings of roadways of various classifications, relocation/reconstruction of several roadways, drainage improvements, utility relocations, track and roadway signage, traffic management, landowner requirements (cattle crossings, etc), and coal unloading/handling facility. . Code compliance is the responsibility of each discipline engineer as they are most aware of the various code provisions. Permits required t'(:)r a project are identitied early on as noted above and the application is submitted as soon as possible on each project. Complying with the requirements of each permit is the responsibility of the discipline engineer in concert with the project engineer and Quality Control. Funding compliance is constantly monitored by our project management team, making sure that all aspects of the scope are executed, any scope changes are approved prior to execution, and projections of costs are made that will forewam us of any possible problem areas. 3.c.3 Samples of Service Shaw's personnel are prepared to perform any of the scope items identified. Listed below are some service areas we might anticipate providing. . Civil/Structural Engineering Consultant Services, including such services as: · Culvert Design · Bridge Design, Inspections, and Refurbishments · Water Control Structure and Spillway Designs, Inspections, and Refurbishments · Site Planning, Site Civil Engineering, [ndustrial and Administrative Building Design · Existing Building Modi tications · Levee and Reservoir Design SHAW ENVIRONMENTAL. INC. 06C122006T · Canal Dredging, Widening, and Bank Stabilizations · Construction Engineering, Inspections, and Certitications . Cost Estimating · Structure Inspection Construction Management Geotechnical Exploration, Surveying, Testing Emergency Response Support, including such servtces as: · Debris Management · Structural Inspections · Electricallnspections · FEMA Reimbursement Standards Development Electrical/Mechanical Engineering Services, including such services as: · New Stormwater Pump Station Design · Existing Pump Station Refurbishments · Water Control Structure Gate Hoist and Operator Replacements · Telemetry and Communication Equipment Installation at Water Control Sites · Navigation Lock Refurbishment · Electrical Services, Generators, Switchgear, MCCs, and Rewiring · Construction Engineering, Inspections, and Certi fications · Cost Estimating · Facility Inspections, Corrosion Investigations, Mechanical/ Electrical System Evaluations and Structural Analysis · Civil/Structural/Permitting Services to Support Electrical/M echanical Proj ects Environmental Engineering Services, including such servtces as: · Hydraulic and Hydrologic Flow Measurement and Modeling · Canal Conveyance Capacity Planning and Studies · Design of Public Use Facilities · Environmental and Wetlands RestorationlM itigation · Modeling for Canals, Impoundments and Water Quality Improvements · Groundwater Transport and Flow Net Modeling · Water Quality and Flow Monitoring QUALIFICATIONS OF THE FIRM CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT . . FEMA Debris Removal Contacts, Administration and Contract Management . Standards Development . Environmental and NPDES Pern1itting . Hazardous Materials Testing and Remediation . Construction Engineering, Inspections, and Certifications . Cost Estimating . Environmental Monitoring . Wetland Design, Delineation, Mitigation . Planning Program Development, Budgeting, Feasibility Studies, and Environmental Impact Statement . Technical Analysis (Minimum Flows and Levels, Water Reservations) . Expert Witness and Independent Peer Review We have designed industrial buildings ranging from simple pump houses to complex multilevel power generation facilities meeting building code criteria at local, state and federal levels. Combined loading conditions due to dead and live loads, wind, snow, hurricane, and seismic are analyzed and the structure is designed to withstand the most severe loading combination. The same applies to administrative buildings except that there is usually a higher occupancy level and more architectural involvement. Since the main activity in administrative buildings involves people, computers, and other office related equipment and functions that are performed, these buildings have a lighter live load and result in a less robust structure. Additional emphasis on architectural amenities includes more windows, more comfortable finishes, and climate control considerations including heating, ventilation, and air conditioning. As an example of our work, Shaw staff provided technical assistance to the Miami River Commission and Miami-Dade County regarding dredging issues related to the USACE maintenance dredging and disposal of contaminated sediments from this densely developed river. Dredging consulting services also provided to the Miami River Commission consisted of the review and guidance on Project Cooperation Agreements, the review of project plans and specifications, and the preparation of infonnational mailings and notifications to Miami River property owners. Shaw staff developed dredging description/fact sheets for public distribution and notification letters for riverfront property owners; provided responses to questions from the public regarding potential impact of project to property/structures along the river; and supplied continual dredging technical resources to the commission and county. . . SHAW ENVIRONMENTAL. INC. 06C 122006T Shaw has provided engineering and design services on various water control, spillway, rehabilitation, and dam safety projects located across the US, Canada, and internationally. These projects have included large power plants on major rivers including the Connecticut, Susquehanna, Mississippi, and Columbia Rivers. Examples of projects that include these features are: . FOR Power Habitat Improvement Project . Garrison Hydroelectric Project . Boundary Hydroelectric Project . Priest Rapids Dam . Wanapum Dam . Rock Creek . Williams Fork ;;00- ~ .....- -'.....~ ~ ~~~0'.:~ ,:-. - ., , - -~ -~~.:... ;'.:Jo Shaw was the design member of an integrated design-build team for the Mud Lake dam and reservoir which is located in Nevada and completed in 2000. One example of our site planning and site civil engineering design is the Hanscom Family Housing, a US Air Force project in Lincoln, MA, where Shaw completed the civil and utility designs for demolition of 850 housing units and construction of 784 housing units and 5 neighborhood centers. The project included design of 8 miles of new roadways, parking areas, 350 drainage structures, 8 detention areas and 7 underground infiltration galleries, fire protection, water distribution and a sanitary collection system, natural gas, electrical and communication systems. If"'" -:>>:1~ C. - i ~1.. I~ : . Environmental Dredging at Badger Army Ammunition Site QUALIFICATIONS OF THE FIRM . . . CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT SF 254/255/SF 330 I SHAW ENVIRONMENTAL, INC. 06C122OWT co o o N .1 Q. '0 5 Q) U ro cD at :0 ct .~ Q) 0.. ro n. o ro cot) :-t: f-:Ii o Qi .0 ~ U Q) .c u "0 c: co n. 1: Vl Qj C ~ o -- o Q) n. i::' .c Ti Q) n. 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E co () 0 Ol ui ui '" Ii Ii (; ::i ci co J:' :c n. en [? c: :rg ;: -iU () ~ c" C [? 0 0 -, en ui ui Ii Ii w '" Ii C on to "fii N 0 I ~ ~ 'S~ '" c: :i! 8.- -g. I V> ,gjl W w E <.) '" " ~ 0l0:: ~ " -in (; () " I it: :l V> C '" 0 0> o co ., C '" .c; (9 '" z -"l C -~ :n ui ui ui ui '" o C Ii ui ::;: ., '" CO Ii Ii Ii 'o'~ ",'0 on ui Ii ::;: Q; c: E .~ ~W me: 0 -'" Ii J:' 'iii Q.'t:: V> C iU u '" o(l C '0 '" .,i g E [? ::l o~ J:~ -:; -e -c: >- 0 0 -"l '" iU u: ...J <ij >- <( 0 LL. >- n. 0; 0 a; c: .c; E ;: .c; 0 <n 1! '" 0 ~ -, E '" ~ > <.) i= ~ >. ~ <( en ui Ii oj C -iU 0:: '" <.) :J W ui ui ui Ii ui ui w Ii . Ii Ii Ii cO Ii 0 Qi Qi Qi Qi -c: c: 0 0 Vi E > [? ::;; <n .c; '" '" Ui '" C -ijj :<: 0 ...J ~ (9 0 <.) i6' 1:- C -, V> ~ (; ro '" <.) '" .c; E en 0. ~ '" ~ iii . . . Jordanna Rubin Professional Qualifications Jordanna Rubin has worked in the Environmental Management field for over 8 years. Mrs. Rubin has a Masters in Public Administration, with a concentration in Environmental and Energy Policy, and a certificate in Conservation Biology from Columbia University in New York City. Mrs. Rubin began her career working for the NASA Goddard Institute for Space Studies analyzing wetland inventories for the Ramsar Convention. Prior to returning to her home town in Miami, she became the Assistant Director of the Energy Policy Research Center at Columbia University, managing both the academic program and research initiatives. Most recently, Mrs. Rubin was the Environmental Resources Manager for the Environmental Division at the City of Miami Beach. She was responsible for the management of all environmental projects and regulations within the City and served as a liaison to local and state environmental regulatory agencies. [n addition, she launched the development of several sustainable initiatives including a Green Business Network, a "Green Map", and an Environmental Sustainability Committee. Other sustainable program management areas included alternative transportation policies, green purchasing guidelines, energy and water conservation programs, and the initiation of green building standards for the City's building code. Mrs. Rubin was also the project manager for the design, engineering, and construction of over l5 Public Works construction projects; including shoreline restoration and protection and alternative transportation projects. Mrs. Rubin currently serves as Co-Chair of the Local Government Committee of the Florida Green Building Coalition. [n addition, she is a member of the South Florida Chapter of the US Green Building Council, the Association of Environmental Professionals, and the Florida Shore and Beach Preservation Association. Education Certificate Program, Conservation Biology, Columbia University, New York, New York, 2002 Master of Public Administration, Environment and Energy, Columbia University, New York, New York, 2000 BA, Ancient Studies & Environmental Science, Columbia University, New York, New York, 1998 Additional Training Beach Technology and Coastal Zone Management, Ft Lauderdale, 2007 LEED New Construction v2.2, Miami, 2006 Sediment & Erosion Control, Miami, 2006 Microsoft Projects, Miami Beach, 2006 Financing US Power Projects, New York, 2002 Energy Industry Fundamentals, United Kingdom, 200 I Global Oil & Gas: Energy Connections, New York, 2001 Maritime Law, New York, 2001 Experience and Background 04/2006 - Presellf Project Manager, Shaw Environmental, fnc., Miami Lakes, FL · Sustainability Services · Enviromnental Compliance and Due Diligence soil testing and disposal, a pre-existing tvIBTA police station which must stay operational, and a very small site which restricts vehicle movement, and numerous utility corridors and conflicts. Mass Port Authority, Massachusetts Bay Transportation Authority, MHD, Woburn Regional Transportation Center, Woburn, MA. Managed civil design team responsible for preparing final rail plans, profiles, cross sections, traffic control plans, platform geometry, drainage and erosion control plans, construction staging plans, civil specifications and cost estimate. Coordinated track design with a new 2000-car parking lot, two pedestrian bridges, and new commuter station. Specific design issues included determining proper rail alignment (to switches), spiral curves through platform, rock excavation adjacent to existing warehouses, and contaminated soil testing and disposal. The accelerated design schedule called for four design reviews and the PS&E submittal in a to-month period. Provided support and RFI responses during the 18- month construction phase. Project was successfully completed in Summer 2000. Texas Utilities/TxDOT, Interstate 45 at CR 1080 , FM 80, FM 488, FM 2547, FM 246. Managed civil design team responsible for preparing final highway plans, profiles, cross sections, traffic control plans, drainage and erosion control plans for several at-grade and grade separated interchanges. Responsibilities included determining proper highway alignmcnt(s) due to constmction of a proposed rail line, while maintaining adequate vertical clearances below existing stmctures and minimizing impacts to adjacent property owners. The accelerated design schedule called for all five projects (460 drawings) to be completed and ready for bid in a 5-month period. VTrans, Bridge Project - US Route 5 over 1-91, Hartland, VT. Prepared the roadway plans, profile, cross sections, highway specifications and cost estimate for this bridge replacement project. The traffic control plans required longitudinal demolition of one side of the existing bridge. A temporary traffic signal was specified to provide a one-lane, 2-way traffic operation over the bridge. Also, a tmck detour plan was implemented since no tmck traffic was permitted on the bridge for a 72-hr period after the deck concrete pour. The project was completed in 2003. Miami International Airport Dade County Aviation Department, Traffic Circulation Study Miami Airport. Prepared the traffic circulation study, which developed the 2005 vehicle trip projections, and analyzed intersection operations and levels of service (LOS) for five (5) roadway circulation alternatives for the expansion of the Miami International Airport. Connecticut Department of Transportation, East Cut Drainage Project, New Haven, CT (Contract 301-0031). Prepared final drainage plans, special provisions, and cost estimates for the installation of a ne\v 5000-ft storm drain system, grit chamber, two flex valves, and pump station modifications within the New Haven rail yard. Major design and construction coordination was required with Metro North and A~ITRAK. Represented CDOT at claims hearing to reduce the amounts awarded to Contractor regarding delays in construction schedule and dewatering implementation. Massachusetts Highway Department, Route 2A Bridge over 1-95 (Rte 128) Lexington, MA. Prepared plans, specifications and cost estimates for the Route 2A approach roadwork and drainage, and developed the maintenance of traffic and construction sequence plans for the bridge replacement. The new bridge was constmcted approx. 3-feet higher than the existing bridge. The TCP required 6 individual phases in order to maintain 2 lanes of moving traffic on Route 2A. A detour plan showing total closure of 1-95 (night) was required to allow multiple cranes to swing into place the new bridge beams. Design work was completed in 2006. Massachusetts Highway Department, Route 122 Bridge over Millers River, Orange, MA. Prepared final plans, specifications and cost estimates for the Route 122 approach roadwork, and developed the maintenance of traffic and construction sequence 'plans for the bridge replacement. The bridge TCP required 6 individual phases in order to maintain 2 lanes of moving traffic. Iroquois Pipeline Operating Company, Eastchester and Bronx, NY. Prepared conceptual design services related to the new 26-mile gas pipeline, which will SHAW ENVIRONMENTAL, INC. 2 06\;122006T JAMES A. BARRACK JR. hand auger and direct-push technology, soil screening with OVA-FID, groundwater sampling, soil conductivity investigations correlated with cliscrete soil sampling, and generation of contamination assessment reports. Project Geologist - Numerous FDOT District 2 Underground Storage Tank Removal (UST) and Closures. Efforts included contaminated soil delineation, air monitoring, soil and groundwater sampling, assisting in transport and disposal, and generation of UST closure reports. Project Geologist - FDOT 2, Fuller Warren Bridge, Jacksonville, FL. Location, removal, and disposal of creosote wood pilings. Efforts included location and exploration for pilings, contaminated soil delineation, air monitoring, and assistance in transport and disposal. 09/2000 - 02/2001 Project Geologist - FDOT Proposed Retention Ponds, St. Johns County, FL. Phase II investigation that focused on potential arsenic soil contamination, Efforts included soil borings using hand auger and Geoprobe@, detailed lithologic descriptions, and generation of contamination assessment report. Project Geologist - Former Storage Tek, Palm Bay, FL. Extensive groundwater sampling event. Included sampling of over 45 monitoring wells using micropurge technique, use of YSI multiprobe to collect groundwater parameters, and collection of groundwater elevations, Project Hydrologist - Sarasota Maintenance Yard, Sarasota, FL. Efforts included aquifer testing using standard and pneumatic slug tests, groundwater sampling with peristaltic pump, and soil boring installation with Geoprobe@. Project Hydrologist - Former Moore Haven Road Prison, Moore Haven, FL. Tank removal and closure and soil remediation using potassium permanganate. Efforts included contaminated soil delineation, soil and groundwater contamination sampling, and AST transport and disposal. 03/2000 - 07/2000, Junior Petrologist, Mevatec Corporation, White Sands Missile Range, NM Responsibilities included providing detailed lithologic descriptions of well-cuttings from groundwater and petroleum exploration wells installed in the Tularosa Basin of New Mexico. All lithologic descriptions were summarized into tables and reports for an ongoing, basinwide study of hydrogeology. Assisted biologists with herpetologic (reptile) survey of White Sands tvlissile Range that included live capture of venomous reptiles and nocturnal activity surveys. SHAW ENVIRONMENTAL, INC. 2 06C 122006T BRENDON D.J. BAILEY, PG. Swamp, Burning Grounds/Exposed TNT Area, and Old Yellow Water Reservoir Area (2004); Site-Specific Sampling and Analysis Plan for Site Investigative Activities at the Electric Meter House and Main Switch House, Concrete Pit, and Sanitary Sewer System (2003); and Site-Specific Sampling and Analysis Plan for Supplementary Investigative Activities for the Collection and Analysis of Treatabiliry Study Data (2003), ESI-9 Groundwater Review Package (2000); Site-Specific Sampling and Analysis Plan for the Supplementary Soil Sampling at the South Acids Area, Toluene Storage Areas, and Cooling Tower Area (OU-10) (2000); Data Summary Report for the Supplementary Soil Sampling at the South Acids Area, Toluene Storage Areas, and Cooling Tower Area (OU-IO) (2001); Technical Memorandum, ESI-9/0utgoing Classification Yard, Supplemental Analytical Data Summary (2001); Evaluation of Filtration on Nitroaromatic Concentrations in Groundwater (2002); Site-Specific Sampling and Analysis Plan Supplementary Investigative Activities at the Motor Pool/Maintenance Area (ESI-6), South Acids Area, Toluene Storage Areas and Cooling Tower Area (OU-lO), and TNT Manufacturing Area (OU-8/0U-9) (2002); and Site-wide Background Study (2002). Conducted and/ or oversaw field efforts related to most of these reports or work plans, including low- flow (minimal drawdown) groundwater sampling, three volume purge groundwater sampling, surface water and sediment sampling, soil sampling with direct-push technology rig, and groundwater level measurements. Responsible for preparing the work plans and investigation reports and overseeing the field effort for each of the below-mentioned long-term monitoring groundwater sampling events. Long-Term Monitoring Reports prepared for \'<1V0\'V' and the dates they were finalized include: Eleventh Annual OU-1 Investigation and Ninth Annual OU-2 and OU-3 Investigation (2005); Tenth Annual OU-1 Investigation and Eighth Annual OU-2 and OU-3 Investigation (2004); Ninth Annual OU-1 Investigation, Seventh Annual OU-2 and OU-3 Investigation and Fifth Annual OU-11 Investigation (2004), and Eighth .Annual OU-1 Investigation and Sixth Annual OU-2 and OU-3 Investigation and Fourth Annual OU-11 Investigation (2003). Prepared the Seventh Annual OU-1 Investigation and Fifth Annual OU-2 and OU-3 Investigation and Third Annual OU-11 Investigation Long-Term ~Ionitoring Report for groundwater sampling at \'(,'VO\V 08/1998 - 10/2000, Environmental Scientist, HydroGeologic, Inc., Austin, TX Conducted and oversaw field activities at Naval Air Station (NAS) Fort Worth Joint Reserve Base aRB) (Carswell Field) in Fort Worth, Texas. Field tasks included groundwater sampling, soil sampling, well development, weekly product removal, well maintenance, well gauging, and IDW disposal. Performed well installation and soil sampling with both direct push technology (DPT) and hollow stem auger drilling methods. Field work included quarterly groundwater sampling, landfill investigations, and TCE plume delineation with both dedicated and non- dedicated bladder pumps. Office supports activities included data validation, tabulation of data, entering borelog data in \Vinlog, and report preparation. Rep?rts prepared included Southern Plume Delineation Report and a quarterly groundwater sampling Report. t\[s. Anglin supported a potentially responsible party (PRP) investigation for the Estes Landfill in Phoenix, Arizona. As part of this investigation, she reviewed corporate and financial records from Dun and Bradstreet and Hoovers Online to determine the corporate history and current financial status for approximately 40 large companies, gathered and reviewed records obtained from local agencies, and interfaced with clients. In addition, Ms. Anglin supported the modeling group in the Austin office by editing reports, preparing figures using TECPLOT, AutoCAD, and Corel DRAW for Kelly Air Force Base in San Antonio, Texas and SSCOM. SHAW ENVIRONMENTAL, INC. CATHERINE W. ANGLIN 2 06C122006T Jordanna Rubin Page 4 Jordanna Rubin, Green Initiatives in Miami Beach and the Florida Green Building Council, FDEP Workshop: Green Lodging Program, Miami, FL, 2006 Jordanna Rubin, Christy Brush, Dune Protection along an Urban Beach, Florida Beach And Shore Preservation Association Annual Conference, Key Largo, FL, 2005 Jordanna Rubin, The Geopolitics of Hydro politics, Presentation to Greenberg Traurig: JNF lunch lecture series, Miami, FL, 2004 Jordanna Rubin Page 2 11/2003 - 03/2006 Environmental Manager, City of Miami Beach, Public Works, Environmental Division, Miami Beach, FL · Project Manager for over 15 Public Works construction projects including: the Beachwalk (beachfront recreational corridor), golf course remediation and monitoring, South Point Pier Restoration, Pine Tree Park Shoreline Enhancement and Kayak Launch, Collins Canal Seawall Enhancement and Bike Path. Responsible for management of permit applications, design development, bid and contract negotiations, and construction management. · Managed architectural and engineering consultants in the design and environmental permitting of lO coastal and waterfront projects including 1.2 mile North Beach Recreational Corridor, and Biscayne Bay Seawall & Street End Improvements. · Represented City as a permittee on numerous projects that required environmental resource and coastal construction permits from Florida DEP, South Florida Water Management District, Miami- Dade DERM and U.S. Army Corps of Engineers. · Served as liaison for the City with Miami-Dade County and the US ACE on all beach renourishment and management activities, including securing federal funding, renourishment, and innovative technology projects. · Wrote a best construction practices manual to help contractors minimize impacts to the City's environment. · Developed a total quality management "dashboard" to improve process efficiency and project management for four divisions of the Public Works Department. · Improved compliance with the Federal NPDES permit, including preparation of the required annual report, development of a new Stormwater maintenance program for Public Works Operations Division, and created a stenciling program for all catch basins within the city. Initiated a Green Business Network program to assist local hotels, restaurants and other business to reduce energy and water consumption. Members are promoted using a web based GIS map. · Composed and successfully managed the legislative process for the adoption of a Sea Turtle Protection Ordinance which minimized artificial coastal lighting. · Created and produced two Earth Day Expos where over 60 businesses and 2,000 attendees participated. · Member of the Engineering Review Team for all city capital improvement projects to ensure compliance with federal, state, and county environmental regulations. Worked with regulatory agencies to expedite permits. · Developed a GIS map used by the emergency response team for hurricane rapid impact assessments. 07/2000 -09/2003 Assistant Director, Energy Policy Center, Columbia University, New York, NY · Consulted on the permitting for a renewable tidal energy project for Roosevelt Island, NY. · Managed the Center's external relations with media, government officials, industry organizations, and academic and non-profit organizations. Organizations include: ExxonMobil, Onassis Foundation, Mitsubishi Corporation, US DOE, & EPA. · Led the Center's outreach and promotional activities, including the following: secured guest lecturers, career development programs, production of brochures, semi-annual newsletters, the Center's website, and other occasional publications. · Developed material for the Center's academic program, executive training programs, and research initiatives. . . . Jordanna Rubin Page 3 . Administered the daily financial transactions for the Center and reconciled an annual budget of $600,000. . Served as Rapporteur to the Center's Advisory Council and officer for the Delaware Charitable Foundation. . Liaison for energy and maritime industry executives; former CEO of Mobil Corp., CEO of Poten & Partners. . Advanced a business and financial strategy for the development of the Center. . Managed direct investments and coordinated annual meetings that set policy for the activities of the Center. 12/1999 - 08/2000 Research Assistant, NASA Goddard Institutefor Space Studies, New York, NY . Provided essential research used in a publication detailing the variations in Remote Satellite Imagery when used for wetland inventories identified by the Ramsar Convention, an International EnvirolUnental Treaty. . Assessed wetland inventories using satellite imagery to determine any threats or changes to the wetland enviromnents. · Developed an informational website describing the use of Remote Sensing and GIS systems for wetland delineation and inventory. · Created a website-based forum for the exchange of ideas between the members of the Ramsar Convention. 06/1996 - 09/1997 Environmellfal Engineer (Summer Intern), City (~lNorth i\iliami Beach, Public Services, North i\iliami Beach, FL · Project coordinator for the creation of a monitoring system used to detect wellfield contamination. · Responsible for writing the City's annual Conservation Plan and produced a prototype for water conservation programs. · Revised the City's drainage atlas and developed a new method of cataloging and maintaining the drainage system. · Managed implementation of drainage system in accordance with the NPDES permit. Professional Affiliations US Green Building Council, 2006 National Association of Environmental Professionals, 2005 Florida Beach & Shore Preservation Association, 2005 American Beach & Shore Preservation Association, 2005 Florida Green Building Council, Co-Chair; Local Government Committee, 2004 A wards/Honors Certificate of Appreciation, Mayor & Commission of the City of Miami Beach, 2005 Dean's Scholar Award, Columbia University, SIPA, 2000 Four Year Athlete Award in Women's Intercollegiate Fencing, Columbia University, 1998 Distinguished Leadership Award, Barnard College, Columbia University, 1998 Publications/Presentations Jordanna Rubin, "Wrapping up the Green", FDEP Workshop: Build Green, Save Green, Boca Raton, FL, 2007 Catherine W. Anglin . Education B.S., Earth and Atmospheric Sciences, Georgia Institute of Technology (Georgia Tech), 199G Background Summary . ~[s. Anglin is an Environmental Scientist with over 10 years of experience in site investigations and report writing in the realm of em'ironmental consulting. ~fs. Anglin provides technical oversight, coordination, and task management. She has performed and overseen several subsurface investigations and site investigation projects in Texas, \Vest Virginia, Florida, and Puerto Rico. Ms. Anglin has completed projects at sites with nitroaromatics (explosi,'es), trichloroethene (fCE), metals, and fuel-related contamination. She has field experience related to soil, sediment, surface water, and groundwater sampling. Soil sampling experience has been with both direct-push technology and hollow-stem auger drilling rigs. Groundwater sampling experience has been with low-flow (minimal dra,vdown) sampling and three w)lume purge techniclues with bladder, perstaltic, and Grundfos pumps. i\1s. l\nglin writes and prepares site investigation reports, including long-term monitoring reports, reports of findings, work plans, data package reports, feasibility studies, and site-wide background studies. i\[s. ,\nglin has experience in preparing Potentiall!' Responsible Party (PRP) searches for the U.S. Environmental Protection i\gency. Throughout i\.1s. Anglin's career, her organization and site knowledge ha,'e enabled her to solve the em'ironmental challenges she has faced with her projects, closing them ahead of schedule and under budget. i\[s. Anglin also served as Construction Quality Control Site i\.1anager for a large levee repair project in southern Louisiana following Hurricane Katrina. . Relevant Experience 02/2006 - 08/2006, Construction Quality Control Manager, Shaw Environmental & Infrastructure, Inc. ;\s a special assignment in response to Hurricane Katrina, Ms. Anglin assumed the role of CQC Manager for an S 18 million levee repair project in southern Louisiana. This project ilwolved emergency repairs to 4.85 miles of hurricane protection le,'ee along the west bank of the ~[ississippi Ri,'er. The scope included borrow pit development; excavation, processing, loading, hauling, and placing nearly 1,000,000 CY 0 f borrow material; placement of riprap; geotextile fabric placement; surfacing stone; and Hydroseeding. Her responsibilities included soil classification, moisture testing, review of material documentation, and daily reporting. As this was a US Army Corps of Engineers (USACE) project, i\1s. Anglin implemented the USACE three phases of Quality Control by preparing and executing the Preparatory, Initial, and Follow-up Phases prescribed by the USACE. 10/2000 - Present, Environmental Scientist, Shaw Environmental & Infrastructure, Inc. Responsibilities include task management, report writing and preparation, and conducting and m'erseeing field investigations. Primary assignment is \'('est Virginia Ordnance \,\'orks (\'\VO\\') in Point Pleasant, West Virginia. Recent assignments have also included Former Lee Field Na\'al ,\ir Station in Creen Cm'e Springs, Florida and Former Ramey Air Force Base in Aquadilla, Puerto Rico. l\lso performed field \vork (slug testing and groundwater sampling) and report preparation for Plum Brook Ordnance \,\'orks in Sandusky, Ohio. Field acti,'ities range from landfill im'estigations, fuel pipeline im'estigations, se,ver line investigations, and former TNT manufacturing area investigations. Field tasks include groundwater sampling using bladder, Grunfos, and perstaltic pumps; soil sampling using direct-push technology (OPT) and hollow-stem auger drilling methods; sediment and surface water sampling; soil gas survey using GORE-sorbers(R); and groundwater level measurements. Reports prepared include: Feasibility Study for the Southeast Area (2005); Report of Findings for the Southeast Area Supplementary Investigation (2005); Site Investigation Report for the Electric i\Ieter House, Main Switch House, Concrete Pit, and Sanitary Sewer System (2004); Site-Specific Sampling and Analysis Plan for Supplementary Investigative Activities at the Main Trunk Sewer Line, TNT Manufacturing Area, Southern SHAW ENVIRONMENTAL, INC. CATHERINE W ANGLIN 06C122006T Brendon D.J. Bailey, P.G. . Education ~LIL-\., Business Administration, University of Florida, Gaines\'ille, FL; 2005 ~I.S., Geology, New ~Iexico State University, Las Cruces, NM; 2000 B.S., Natural Resources (with Honors), University of the South, Sewanee, TN; 1997 Registrations Professional Geologist, FL Background Summary . l\[r. Bailey, a licensed professional geologist in the State of Florida, is currently Sha\v's Florida Department of Transportation (FOOT) Program Director. He also selTes as the Office Director for the Gaines\'ille, Florida office. His expcrience includes transportation planning (PD&E) studies, National Em-ironmental Policy Act (N EP A) compliance, em'ironmental site assessments, soil and groundwater sampling, contamination delineation, and coordination of contaminated material transport and disposal. His skills include project management, client relations, monitor well construction and installation, storm\vater-erosion-scdimcntation control inspection and reporting, detailed research and tcchnical rcport writing. [n addition, l\lr. Bailey has a strong geological background with special emphasis on sedimentology, stratigraphy, and geographic information systems (GIS). His geological cxpcrtise is furthcr complcmentcd by a busincss administrative background, ha\'ing recently completed his MB1-\ at the Uni\'ersity of Florida. . Relevant Experience 06/2006 - Present, Florida Department of Transportation (FOOT) Program Director, Shaw Environmental & Infrastructure, Inc., Gainesville, FL Primary responsibilities involve the management and development of Shaw's Transportation Program with a particular focus on our FOOT program. His focus includes business development and strategy, marketing, contract management, and expansion of core SHAW ENVIRONMENTAL, INC_ 06C122006T competencies. l\.[r. Bailey has retained project managcment of critical FOOT projects while dedicating significant efforts to strengthen Shaw's position as a transportation firm. He has expanded our G [S and data management services within Shaw's Florida Transportation group. Ha\'ing recently opened a satellite office in Gainesville, Florida, l\.Ir. Bailey also serves as thc 0 ffice Director. Key efforts included: . Providing FDEP, NPDES, and water management permitting and compliance serviccs to roadway construction contractors and FOOT. . Conducts construction plan rc\'iew for FOOT for identification and mitigation of etwironmental issues in accordance with NEPI\ guidelines and Part 2, Chapter 22 of FOOT's PD&E l\[anual. . De\'eloped electronic databasc for project tracking within FOOT, Distict 2, to ensure all projects received adctluate contamination scrccning in atkance of construction. . Coordinated effort betwcen FDEP, Uni\Trsity of Florida GeoPlan, and FOOT to create G IS database of Offsite Contamination Notifications. . Coordinated remediation effort to treat soh-Cllt- contaminated groundwatcr at a FOOT/City of Jacksom-ille road construction projcct. lncludcd extensive negotiations with client and FOEI' to approvc clean efflucnt dischargc to intiltration pond. 02/2000 - 06/2006, Project Geologist/Project Manager, Shaw Environmental & Infrastructure, Inc., Clermont, FL Rcsponsibilities include designing coordinating, and conducting Level 1 and Le\'el 2 sitc/ corridor cnvironmcntal assessments for both pri\-ate and public clicnts; providing "in-house" clicnt support of Florida Department of Transportation District 2 (FDOT-2) environmental services contract; development of cost estimate and work scopes for client approval; implementing GPS/GIS and Microsoft Sharepoint technologies into existing contracts; and emergency response support for hazardous material encountered during cons truction. Project Geologist - Numerous FDOT Phase II Environmental Site Assessments. Efforts include monitor well installation, subsurface soil sampling with BRENDON D_J_ BAILEY, P.G. James A. Barrack Jr. . Why Selected as Key Personnel for Contract . 26 years of experience in the preparation of site plans on infrastructure projects including tunnels and maintenance facility layouts and designs . Experienced manager of design teams on large infrastructure projects Education B.S., Ci,"il Engineering, Uni,'ersity of r,[aryland at College Park 1\I.S., Ci,'il Engincering (fransportation), Uni,"ersity of 1\[aryland at Collcge Park t\Ianagement Seminar, \'\'orcester Polytechnic Institute Boston University, certified financial planning courses Registrations Professional Engineer: t\L-\, r,[D, GA, VT . Background Summary i\[r. Barrack has 26 ycars of expcrience in the transportation industry. Currentl!", as a Senior Lead Engineer, he is responsible for the preparation of site plans, highway plans/profiles, traffic impact studies, traffic safety studies, parking studies, traffic signal plans, traffic control plans, tunnel plans, profilc and station studies; maintenance facility layouts and designs, technical specifications, construction cost estimates, and project schedules. 1\[r. Barrack is also involved in the preparation of cost and technical proposals for military family housing projects, footprint bridgc projects, and traffic-relatcd proposals. . Prior to joining Shaw E + I, t\[r. Barrack was the Unit Manager of traffic operations at HMt\[ Associates, Inc. where he was responsible for the technical preparation and budget administration of traffic projects for the public and private sector. Prior to joining HMM, Mr. Barrack was a Civil Engineer at Greenhorne and O'l\Iara, Inc. in Greenbelt, t\ID, where he was responsible for preparing traffic studies, civil highway plans, specifications, and cost estimates. Relevant Experience 1991 - Present, Senior Lead Engineer, Shaw Environmental & Infrastructure, Inc. FEMA - IA T AC, Bring New Orleans Back, LA. Project engineer responsible for inspections of City- owned buildings and compilation of existing data/reports and preparation of cluantity estimates for necessary repair work. The inspections included over 100 city-owned buildings, and invoked repairs/replacement of the roof system, windows, skylights, walls, and missing or damaged roof mounted ec!ulpment. Experience includes: Hanscom Family Housing (client -American Eagle Design Build Studio). Project t\Ianager responsible for the civil and utility designs for demolition of 850 housing units and construction of 784 housing units and 5 neighborhood centcrs. The project included design of 8 miles of ncw roachvays, parking arcas, 350 drainage structures, 8 detention areas and 7 undcrground infiltration gallerics, firc protection, water distribution and a sanitary collection system, natural gas, electrical and communication systems. Our design team also prepared the documents required to process the State and local environmental permits. Thc dcsign fce is confidential (internal client). Site design and environmental permitting was completed in April 2006. Construction is planned for mid 2006 through 2010. Civil and Transportation Projects Division (Feb 1991 to Present). As Senior Lead Engineer, responsible for the preparation of the following design projects, studies and task assignments. Massachusetts Bay Transportation Authority, Southampton Street Maintenance Facility (Contracts E02CN21 and E02CN22). Lead civil engineer responsible for the preparation of final plans, specifications, quantity and cost estimates for the new Silver Linc Bus 1\Iaintenance Facility. The new facility will house and maintain 77 sixty-foot articulated buses. The contract required relocation of Moore Street, design of a 250-car parking garage, maintenance building, fueling building, wash and degrease building, and a transportation building. Numerous design issues included a contaminated site which required extensive SHAW ENVIRONMENTAL, INC. JAMES A. BARRACK JR. 06C122006T . connect Long Island to the Bronx borough. Reviewed directional drilling and cut/ cm"er plans and profiles, and prepared TCP's for several alignment alternatives. The project constnlction was completed in 20tH. US Army Program Manager for Chemical Demilitarization, Aberdeen Proving Ground, Aberdeen MD. Prepared the conceptual alignment study for transport of the VX and mustard gas filtered effluent from the bio-treatment area to the water treatment plant. Five transport options; tnlcking, buried force main, abm"e grade force main, directional drilling, and force main to gravity, were studied and constnlction cost estimates were provided. The final construction was completed in 2006. . HMM Associates, Inc. Concord, Massachusetts - 1988 to 1991. As Unit !\Ianager, provided overall direction to junior engineers and technicians which included collection of traffic data using Automatic Traffic Recorders, calculation of trip generation, gravity model distribution, intersection LOS using the latest Higll\vay Capacity !\Ianual Software (HCS and CINCH), and preparation of reports. Prepared traffic signal plans, specifications and cost estimates for 25 locations in !\.[assachusetts. Provided expert witness testimony at public hearings for private developers of residential! commercial properties. Also responsible for preparation and presentation of technical proposals and adherence to budgets, scopes and schedules. Greenhorne and O'Mara, Inc. - 1979 to 1988. As a Civil Engineer, prepared project planning studies; highway plans, specifications and cost estimates, traffic signal plans, reversible lane (High Occupancy Vehicle) traffic signal system, right-of-\vay plans, and intersection geometric plans. Also responsible for training staff in the use of [ntergraph COGO software. As a Traffic Engineer, responsible for preparing (wer ISO traffic impact studies, data collection, safety studies, road inventories, functional classifications, and expert . . witness tesllmony. . SHAW ENVIRONMENTAL. INC. 06C122006T Washington Metropolitan Area Transit Authority, New Carrollton Metro Station. Project Manager responsible for preparing the intermodal analysis (rail, traffic, pedestrian) of the proposed 3,000-car garage, station, roadway network, existing and proposed interchange of 1-95 and US-50. Maryland State Highway Administration. West Nursery Road, Howard County, MD - Prepared traffic control plans and final plans and specifications for 4 traffic signals on a 2.4-mile, 6-lane divided highway. Federal Emergency Management Agency (FEMA), Flood Insurance Rate Maps and Flood Hazard Boundary Maps (Nationwide). .As a Junior Engineer, duties included hydrologic/hydraulic analysis of river flood stages, and preparation of flood hazard boundary maps, flood insurance rate maps, water surface profiles, and reports. JAMES A. BARRACK JR 3 Amar Chand Bumb, Ph.D., P.E. . Why Selected as Key Personnel for Contract . Over 25 years of experience in process design, site characterization and remediation of soils and groundwater . Managed Commercial and Government projects ranging in price up to $1 billion Education Ph.D., Chemical Engineering, University of \\'yoming, 1987 M.S., Chemical Engineering, University of Wyoming, 1981 B.E., Chemical Engineering, Birla Institute of Technology & Sciences, 1978 Registrations Groundwater Professional: Certification #291 Engineer, Chemical: FL, l\L-\, NC, SC . Background Summary Dr. Bumb is a Rcgistcred Professional Enginccr (P.E.), Certified Ground \\"ater Professional (CG\\l)) and has more than 25 years of experience in process design, site characterization and remediation of soils and groundwater. He is a nationally recognized expert on fate and transport modeling of saturated and unsaturated zones, analysis of complex aquifer tests, well field design, in-situ recovery and treatment and has developed state- of-the-art methods, including parameter measurement windows concept, stress-dependent permeability, and push-pull tests. Dr. Bumb has applied a wide range of proven and innO\"ative remedial technologies, such as pump-and-treat with reinjection, soil vapor extraction, enhanced bioremediation, thermally enhanced recovery, in-situ treatment, thermal oxidation, and curtain wall. . Dr. Bumb has executed and managed projects that cO\"ered the investigation and remediation of virtually all em"ironmental contaminants, including inorganic compounds, radionuclides, chlorinated hydrocarbons, petroleum products, Heavy fuel oil, polynuclear aromatic hydrocarbons (P AI-Is), dioxin, pes ticides, polychlorinated biphenyls (PCBs). His project experience range from commercial projects as small as $5,000 to large commercial project up to $64 million to government projects and tasks in excess of S 1 billion in \"alue. These projects ha\"e been completed under Comprehensive Environmental Response, Compensation, and Liability Act (CERCL\), Resource Conservation Recovery Act (RCRI-\), underground storage tank (UST), and state superfund programs as well under \"oluntary cleanup initiatives. Dr. Bumb has worked various military installations, U.S. Department of Energy (DOE) facilities, state Department of Transportation (00"1) facilities as well as numerous commercial sites. Dr. Bumb's regulatory experience includes solid waste landfill siting/permitting issues; e\"aluation of applicability of CERCL-\, RCIL-\, Toxic and Hazardous Substances Control Act ([SCA), state regulations, Phase I/Phase 1I site assessments and property transfers, underground injection control (UIC), and deep-injection disposal \vells. His \vork was instrumental in citing a nuclear waste repository O\'er a sole-source aquifer in Fernald, Ohio. He has worked in 9 U.S. Em'ironmental Protection ;\gency (EP A) Regions. Dr. Bumb has more than 35 publications on the subject of site charactcrization, wellfield designs, in-situ recO\"ery and treatment, and fate and transport modeling and he has written encyclopedia and book chapters. A recognized expert in his field, Dr. Bumb has served as expert hydrologist for legal proceedings. Relevant Experience 01/1991 - Present, Principal Engineer/Hydrogeologist, Shaw Environmental, Inc. Responsibilities include managing & providing support to client projects and office staff as a principal engineer/hydrogeologist. Manage projects. Also responsible for business development, preparing technical portions of major construction and design engineering proposals. Project Manager, Source Removal Action and EE/CA Study at the Northeast Chemical Site, Koch / Reiss Remediation, Inc., Wilmington, NC. I\Ianaged two projects at a sulfuric acid production facility. Site's primary contaminants are lead and arsenic SHAW ENVIRONMENTAL. INC. AMAR CHAND BUMB, PH.D., P.E. 06C 122006T were industrial in nature and were high bay spaces with mezzanines for equipment access and crane operation. Project Manager and Architect of Record, The Joint Institute of Biological Sciences, , The University of Tennessee, Oak Ridge, TN, 09/2004 -10/2006. The project is a biological laboratory located at the Oak Ridge National Laboratory. It is approximately 35,000 square feet and three stories containing 19 laboratories with support offices, lobby space, eating area and conference spaces. 05/1993 - 09/2004, Project Architect, Design Innovations Architects, Inc., Knoxville, TN Responsibilities included architectural oversight of construction drawings, specifications and bidding documentation, project management, coordination with multi-discipline teams of engineers, proposal writing, project man-hour estimating, procurement of consultants outside the company, construction observation and administration, client contact, coordination with administration for invoicing and collection, coordination with municipalities having jurisdiction over the projects, setting company policy, marketing and interviewing of possible new hires. The following is a summary of key projects: Project Architect, Campus Point Apartments, Bostic Development, Inc., Knoxville, TN, 08/2003 - 09/2004. A multi-family student apartment complex in the old farmer's market district of historic Fort Sanders in Knoxville. The complex included 183 story apartment buildings housing nearly 1200 beds and included a gymnasium building, pool and student activity center building and apartments for parental visits. The design was based on modern planning principles of separating the vehicular from pedestrian traffic by providing parking lots on the periphery of the development on tracks of land across the streets from the apartments. The apartments then provided courtyards for pedestrian activity and green space. The design was a collaboration with the City of Knoxville Metropolitan Planning Department which assisted in the approvals, and provided helpful feedback on landscaping and land planning. SHAW ENVIRONMENTAL, INC. 06C122000T Project Architect, Rivertowne Condominiums, Private Developer, Knoxville, TN, 06/2003 - 09/2004. A new luxury condominium on the waterfrol on Fort Loudon Lake near down town Knoxville. The project consisted of five levels containing fifty condominiums with a single level parking garage for a total of 6 levels. The project required rezoning of the property to a Planned Residential Zone which included planning commission approval of the site and exterior building design. Project Architect, The KCDC Office Building, The Knoxville Community Development Corporation, Knoxville, TN, 06/2001 - 07/2003. The project consists of a renovation and addition to KCDC's existing office space and corporate headquarters. The existing 3500 square foot building received an additional two story 18,000 square foot addition to include the corporate board room, corporate offices, a new main entry, new administration areas and revised parking and landscaping. Project Architect, Jefferson Commons Apartments, JPI Construction, Inc., Knoxville, TN, 01/1998- 07/1999. Multi-family residential student apartment complex spread out over five different sites in the historic Fort Sanders area of Knoxville. There are 11 three story buildings housing over 200 individual apartments and 800 beds. The buildings were designed to fit into the community observing existing building setbacks and siting the parking at the rear of the sites to maintain green space on the main streets of Fort Sanders. Project Architect, The Mortgage Investors Group Building, Private Developer, Knoxville, TN, 08/1996 - 06/1998. A new corporate headquarters and leasable office space for the Mortgage Investors Group, Inc. It is three stories and 35,000 square feet of leasable office space designed to maximize a difficult site, Architect, First Utility District Water Treatment Facility, First Utility District, Loudon, TN, 03/1994 - 06/1996. The construction consisted of three buildings, a pump house, water treatment facility, and equipment storage and maintenance facility. The pump house was constructed on the bank of Fort Loudon Lake and served as the main intake pump for water to be GREGORY S. CAMPBELL 2 Project Engineer, MAAP OU-4 Region I Groundwater Treatment System, USACE, Milan, TN. Provided engineering support on the design of the groundwater treatment plant with a design treatment capacity of 1,300 gpm. The treatment system consisted of eight groundwater extraction wells installed to maximum depth of 222 feet, chemical feed system for pH adjustment, influent tank, sand filtration, drying beds, granular activated carbon adsorbers and backwash system, and effluent re-aeration & discharge structure. Conducted field QA/QC and construction support. Prepared operations and maintenance (O&IvI) manual. Lead Engineer, 102nd Street Landfill Superfund Site, Oxychem and Olin Chemical corporations, Niagara Falls, NY. Responsible for the design of $16 million aqueous phase licluid (.APL) and dense non aqueous phase liquid (DNAPL) recovery, loadout facility, slurry wall, and landfill cap. Design components included slurry wall, .APL recovery trench, NAPL recovery wells, embankment/bulkhead extending into Niagara River, clay and geosynthetic cap, and relocation of utilities and storm drainage. Surface runoff rates and infiltration through the landfill cap were estimated. Detailed engineering was performed to protect Niagara River and bedrock aquifer while minimizing treatment cos ts. Senior Hydrogeologist, Fernald Environmental Restoration Program, US Department of Energy (DOE), Fernald, OH. Developed scope of \vork, supervised subcontractor personnel, and modeled hydraulics and contaminant migration of radio nuclides at the Fernald site in support of the RI/FS and remedial design for the CERCLA/RCRA Unit 2 (CRU2). CRU2 units comprise the Solid Waste Landfill, Lime Sludge Ponds, South Field, and Flyash Piles. Three dimensional point and block kriging, a geostatistical technique, was used to define source terms for a multi-layered, multi- component S\VIFf-based fate and transport model. Surface water, seeps, vadose zone, and groundwater models were linked together to provide inputs for risk assessment. Used inverse modeling technique to identify high permeability channels for on site disposal facility site selection. Also used fate and transport modeling to demonstrate protectiveness of disposal cell design and locate disposal cell over a sole source aquifer. HELP SHAW ENVIRONMENTAL, INC. 06C 122OC6T model was used to estimate infiltration and runoff rates from the landfill cap. Senior Hydrogeologist, Big D Campground, Olin Chemical, Kingsville, OH. Developed plans, managed investigation, and modeled hydraulics and contaminant migration at this Superfund site with complex boundary conditions. The IvlODFLOW based model was used to design groundwater extraction system that differed from the extraction trench system proposed in the ROD. The fInal groundwater remediation system consisted of eight wells and an artificial recharge trench. Revised design resulted in saving of more than $1 million dollars. Supervised construction and assisted in the startup of the groundwater extraction system. LandfIll was excavated and contaminated soils and drums were incinerated using an on site incinerator. Senior Engineer and Hydrogeologist, RI/FS for Six Sites, Omaha ID/IQ, Ft. Lee, VAU. Responsible for hydrogeologic evaluations, fate and transport modeling, and feasibility study for the maintenance building, military in field training, reformatory landfill, former wastewater treatment site, and pesticide mixing sites. Contaminants of concern include volatiles, semi volatiles, pesticides, and metals. Hydrogeologist, Letterkenny Army Depot, US ACE, Chambersburg, PA. Evaluated multiple dye trace study data in a karst geology w,ith solutionally enlarged fractures, voids, sinkholes, springs, and caves. Assisted in hydrogeologic interpretations, fate and transport analysis, and develop remedial goals for Southeast .Area (OUS) RI/FS, Off-post Groundwater (OU6) RI/FS, and Truck Storage Area (OU7) RI/FS. Lead Hydrogeologist, ALCOA Point Comfort/Lavaca Bay Superfund Site, US EPA, Point Comfort, TX. Provided technical oversight for the RI/FS work at this site. Contaminants of concern included mercury, aluminum, and organic contaminants. Complex hydrogeology includes impacts of salt water intrusions, fresh water lakes, and man made dredge island. AMAR CHAND BUMB, PH.D., P.E. 4 from clinker material and sulfur filter cake. During the first project, source material containing lead, arsenic, and sulfur f1lter cake was removed, treated on-site, and disposed off at a Subtitle D Landfill. The source material was very acidic (PH less than 1.5) and classified as hazardous waste material. The source material was stabilized on-site with Enviroblend (a triple superphosphate) and neutralized with Portland cement and/ or limestone screening. The second project was to develop EE/CA Work Plan, FSP, QAPP, and HASP and implement them. Project approach used streamlined human health and ecological risk assessments to idcntify and remediate soil, sediments, and groundwater. Groundwater pH was as low as 0.6. Field X-Ray Fluoresccnce (XRF) analysis was used to delineate areas requiring removal actions and select soil/sediment samples for confirmatory analysis by an off-site laboratory. Lead a project team of five contractors. Project was completed under an Administrative Order on Consent bet\veen EP 1\ Region IV and Respondents. Project Engineer, Enhanced In-situ Bioremediation, Storage Technology Corporation, Palm Bay, FL. Developed \vork plan to conduct pilot tests to evaluate feasibility of using lactic acid or soybean oil to in-situ degrade 1,1,I-trichloroethane and 1,1- dichloroethene. Lactic acid was injected in an area and site was monitored to define full-scale design parameters. The purpose of the bioremediation system was to close the site under the Florida Brownfield Program. A full-scale bioremediation system is currently being designed. Project Engineer, Haines Street Overpass, Florida DOT, Jacksonville, FL. Evaluated impacts of construction dewatering on an off-site chlorinated hydrocarbon plume. A counter pumping system using dewatering points was designed and implemented so that the plume's size is not increased and the main part of the plume did not migrate. Counter pumping dewatering point locations were adjusted over 5-month construction period. Options were evaluated for discharge of extracted and treated water to a surface water body using an NPDES permit, POT\V, and artificial recharge for this time critical project. Extracted water was treated on-site and discharged to a surface water body under a NPDES permit. Senior Hydrogeologist, Fleet and Industrial Supply Center (FISC) Yorktown, LANTDIV, DESC, Department of Navy, Yorktown, VA. Developed a site conceptual model based on boring log, site historical information, and aquifer tests. Conceptual model included previously unidentified t\vo clay layers that were critical in defining the distribution of Navy special fuel oil (NSFO) in the aquifer. Developed a 3-dimensional model to simulate a coupled fluid and heat transport model based on the PORFLO\'(! software. Model included effects of temperature on viscosity of NSFO that ranged from over 500 centis tokes to 70 centistokes. \'Vater level changes over a short distance range up to 30 feet. Model \vas calibrated to pre-remediation average water levels and temperature distribution resulting from heating with Phase 1 steam lines. Developed capture zones and effect of steam lines and hot water injection in support of the Phase 2 system design. System was designed so that NSFO will not be drawn under a clay layer and get trapped during seasonal water fluctuations and cone of depression caused by recovery trenches. Project Engineer, Chloride Plume at Site 30-3 , Triple S Corporation (Kerr McGee), Felda, FL. Conducted slug tests. Used Time Domain Electromagnetic (fDEI\.I) soundings to determine horizontal and vertical chloride distribution. One hundred seventy-six (176) TDEM soundings were used to survey over 225 acres of citrus groves. Thin-bed analysis was used to define chloride distribution in 5 to 12 feet thick laycrs to a depth of 214 feet. Information was used to develop a MODFLOW based fate and transport model and determine recovery well locations to control chloride plume and remediate the site. Designed a remedial system and prepared a Remedial Action Plan (RAP) that used a deep injection well to discharge extracted saline water. Senior Hydrogeologist, Former Metro North Property (Mott Haven), New York City School Construction Authority, Bronx, NY, 11/2005- 02/2006. Provided design support for a grout wall that severed a dual purpose in that it was to provide additional structural support for school building and to provide a hydraulic barrier to off-site, up gradient SHAW ENVIRONMENTAL, INC. 2 06C 122006T AMAR CHAND SUMS, PHD., P.E. e contaminants flowing onto thc property via ground\vater. A sheet-pile wall perpcndicular to the grout wall was also part of the dcsign. r,[ODFLO\,(! based groundwater model was developed to e,'aluate potential groundwater mounding created by the proposed grout wall and sheet-pile wall and to determine thc likelihood of contaminated groundwater flowing O\'er the top the proposed grout wall. r,[odel simulated the hydraulics of the aquifer for an area of approximately 2,200 feet x 3,400 feet is size with 10 vertical layers. Significant topographic relief occurred \vith the modeled area that resulted in complex lithologic sequence. Hydraulic conducti,'ities of the grout wall and sheet-pile wall and the relati,'e depth of the hydraulic barrier with respect to the top of competent rock \vere varied to determine the sensiti,'ity of the predicted groundwater mound and determine the likelihood of contaminated groundwater flowing over the grout wall. Using the results of the ground\vater model, a recommendation was made for design of the grout wall and sheet-pile wall. . Project Engineer, MAG-1 Area Remediation, Ft. Dix, NJ, 3/2006-Present. De,.eloped fate and transport model using ~[ODFLO\\' and RT3D in support of designing an in-situ enhanced bioremediation of chlorinated sokent plume. A 3-D regional model cm'ering approximately 8,300 feet x (i,200 feet area was de,'eloped to capture complex hydrogeology of the site that includcd se"eral streams, \vetlands, and a regional aCluifer that was influenccd by groundwater supply wells. .-\ local was model was then de,'eloped for contaminant transport \vithin the plume area. De,'eloped pilot test work plan. Currently, awaiting appro,'al of the pilot test \vork plan to implement it in the field. . Project Hydrogeologist, Building 505 (SWMU 79/80), Former Myrtle Beach Air Force Base, Myrtle Beach, SC, OS/2005-02/2006. De,'eloped a groundwater model to simulate remediation of trichloroethene and daughter product plume. The shallow and deep groundwater aCluifer were impacted. The shallow groundwatcr is influcnced by drainage ditches. This resulted in groundwater flow occurring in opposite directions in the shallow and deep zones that are separated by a silty clay layer. A regional flow model covering approximately 3 mile x 3 mile area was SHAW ENVIRONMENTAL, INC. 06C122006T developed to capture complex hydrogeology and pro,'ide boundary conditions for a local model for 500 feet x 500 feet plume. r,[odel was uscd to predict under what conditions acti,'e remediation system can bc shut down and let natural attenuation take m'er. Lead Engineer, Defense Fuel Supply Point, Defense Energy Supply Center, Charleston, SC. Responsible for the investigation and design of soil npor recovery and groundwater trcatment system to remove JPA contamination. Treatment system consisted of oil-water separation, air stripping, carbon adsorption, and reinjection. Therc are at least four scparate plumes impacting residential and industrial properties. Dc,.eloped corrective action plans (Cl\PS), site-specific target le,'els (SSTLs), obtained pcrmits, and prm'ided regulatory interface. Enluated existing system, conducted fate and transport modeling, and optimized grounchvater remediation system. Project Engineer, 1-10/1-95 Interchange, Florida DOT, Jacksonville, FL. Dcsigned dewatcring systcm and temporary water treatment plant to rcmO\'c organic contaminants. Treatment s)'stems included filtering, air stripping, and carbon adsorption. Hydrogeo[ogist, Sarasota Maintenance Yard, Florida DOT, Sarasota, FL. Used RT3D to determine sources of chlorinated sokents. r,[odel rcsults indicated that off-site sources were responsiblc for contaminants scen at the site. This work lead the FD EP to pursue responsible party for off-sitc contamination. l\lso directed field ilwestigations. Abandoned Landfill, Abandoned Landfill, Confidential, Upstate, Sc. Pro,'ided expert testimony on site h)'drogeology, conceptual model, and contaminant migration from an abandoned landfill in a fractured aCluifer. The court ga"e a judgment in favor of the client. Senior Hydrologist, Coleman-Evans Superfund Site, USACE, Whitehouse, FL. Reviewed work plans and design documents and participated in coordination mcctings for groundwater operable unit and additional soil sampling along General Avenue and water treatment facility. AMAR CHAND BUMS, PH.D., P.E. 3 Gregory S. Campbell, A.I.A. . Education Bachelor of Architecture, Architecture, Uni,'ersity of Tennessee School of Architecture and Design, 1993 Registrations Architect: NM, SC, TN, TX Background Summary . l'v[r. Campbell has 14 years of experience as a project architect and project manager for printe, commercial and government projects. Projects designed and managed range from commercial and government interior and exterior renm"ations, large renm"ation/ addition of multiple facility types, office buildings, retail facilities, multi-family residential, industrial facilities, laboratories, churches, food services, educational and Department of Energy demolition, reno,'ation and new construction projects, water treatment facilities as well as master planning of large multi-use sites from 20 acres up to 400 acres including site and building planning. Projects ranged in cost from 510,000 up to (wer 528 million ill COilS tructioll. The projects' clientele spanned pri,"ate de,'e!opers, commercial de,"elopers, State and Federal Gm'ernments, Industrial/1\fanufacturing companies, private utilities and corporate businesses. 0.L:. Campbell also has experience coordinating with construction contractors through a ,"ariety of deli,'ery approaches, such as design-bid-build, design-build, design-negotiate with ilwited contractor, and with a ,"ariety of contracts such as lump sum, time and material with a guaranteed maximum, etc. Relevant Experience 10/2006 - Present, Project Architect, Shaw Environmental & Infrastructure, Inc. Responsibilities include design and detailing of architectural discipline work in conjunction with multi- discipline teams and coordination with other team members and project management. . SHAW ENVIRONMENTAL, INC. 06C 112006T 09/2004 - 10/2006, Project Architect, Pro2Serve, Inc., Engineering, Oak Ridge, TN Responsibilities included architectural oversight of construction drawings, specifications and bidding documentation, project management of State of Tennessee and Department of Energy projects. Responsibilities also included coordination with multi- discipline teams of engineers, proposal writing, project man-hour estimating, procurement of consultants outside the company, construction observation and administration, client contact and coordination with administration for billing and collection. The following is a summary of key projects: Project Architect and Assistant Project Manager, National Security Engineering Center, Pro2Serve, Inc., Oak Ridge, TN, 10/2005 - 10/2006. The facility is to SetTe as the coqxlrate headquarters and central engineering complex for Pro2Setye, Inc. I t is a 100,000 square foot facility, three stories with a partial basement that will house the headquarters of all di,'isions of Pro2SetTe, Inc., the corporate headquarters and all adminis trative functions. Project Manager, Estabrook Hall Renovation, The University of Tennessee, Knoxville Campus, 08/2005 - 10/2006. The project consists of demolition and reconstruction of Estabrook Hall into a state of the art engineering educational facility to house the Ci,'il Engineering School for the University of Tennessee. The building is approximately 80,000 square feet and has the added complication of being next to and needing to incorporate new entry features for Neyland Stadium a 100,000+ seat football facility. Project Architect, Beam Lines 5 and 7 - Spallation Neutron Source, DOE - Oak Ridge National Laboratory, Oak Ridge, 04/2005 - 10/2006. The project consisted of two exterior additions to the existing Spallation Neutron Source Target Building. The buildings were approximately 1500 square feet for Beam Line 5 and 2500 square feet for Beam Line 7. The buildings housed complex eCjuipment for evaluation of materials bombarded with neutron radiation. Each building had a concrete vault for shielding, Beam Line 5 vault was also filled with Argon gas. These buildings GREGORY S. CAMPBELL . . . treated at the plant to seryice the First Utility District. The water treatment facility was a 20,000 square foot facility containing multiple tanks, pumping stations and a main control facility for the plant. The storage and maintenance facility prO\'ided storage for replacement parts, \'ehicle storage, chemical storage, etc. for the facility. SHAW ENVIRONMENTAL. INC. GREGORY S. CAMPBELL 3 06C 122006T . -' << U) a <l. a '" <l. U) I f- "- a w " << <l. ~ f- ;::: W I f- Z a z a ;::: u a: f- U) W '" W I f- a f- .~ U) ~ f- W W I U) ~ I f- Z a o w Z ;;;: f- Z a u << f- << o "- a w '" :J U) g u U) o '" a w U) :J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Roy W. Case, P.E. Senior Mechanical Engineer Why Selected as Key Personnel for Contract . Extensive experience in HV AC system design, and plumbing and fire protection systems for industrial, commercial, and institutional projects . 40 years of mechanical facilities engineering experience Education B.S., t\lechanical Engincering, Northeastcrn University, 1965 Registrations Professional Engineer: Mechanical, t\IA, N], OH, R[ Background Summary i\ [r. Casc has m'cr -1-0 ycars of engineering experience including all aspects of mechanical facilitics engineering, technical staff super;ision, projcct engincering, and project managcment. He is able to provide technical direction for large projccts, and can prm-ide overall project coordination including scheduling and progress monitoring for both large and small projects. i\lr. Case has extensi\'e experience in HVAC system design including industrial, commercial, and institutional, transportation, and research projects. He has experience in designing large and small systems, from single room applications to large central systems including central heating plants and district heating/ cooling distribution systems. His expericnce has also included design of computer room systems, clean room facilities, low humidity rooms, paint spray rooms, cncrgy rccovery systems, hazardous area systems, and dust collcction and suppression systems. i\[r. Case is experienced in the design of plumbing and fire protection systems for industrial, commercial, and institutional buildings. He is experienccd in thc design of mcchanical support systems for various process applications such as compressed air, lube oil distribution, steam and condensate return, vacuum, cooling water, dust collection, and water treatment systems. I SHAW ENVIRONMENTAL, INC. 06C122006T t\lr. Case has experience in the planning, scheduling, and ovcrall supervision of technical project activities including staffing, cost tracking, and technical interface with clicnts. Relevant Experience 1973 - Present, Shaw Environmental & Infrastructure, Inc. Aberdeen Chemical Agent Disposal Facility, Edgewood, MD Oune 1999 to present) Jan. 2002 to present. Senior Engineer in charge of the design, and installation of the utility systems for a Chemical Demilitarization Facility, including fire protection, steam, water, chilled water, plumbing, compressed air, and HV AC systems including the cascade \'etllilation system. Provided mechanical engineering support of plant operations including system and equipment upgrades to support c\'oh'ing plant needs. He provided support for decommissioning and demolition activities including preparation of turnm-er packages and denloping decontamination techniclues. Sincc Fcb 2002, work has consisted of performing engineering design directly for the systems contractor, first during construction, then in support of plant operations activities, and sincc Feb 2006, for decommissioning acti\'ities. June 1999 to J an 2002. Lcad facility and utility engineer on a project for the U.S. [\rmy to review and monitor the design and construction of a mustard agent disposal facility. Responsible for HVAC, plumbing, fire protection, compressed air, steam, condcnsate return, fuel oil, spent decontamination fluid, and plant water systems. Work for the first 2-1/2 years included design document reviews, design change evaluations, cost estimates, schedule monitoring, and providing technical advice to the Army and the systems contractor. Municipal Waste Composting Facility, Waste Options Inc., Nantucket, MA (Mar 1998 - June 1999). Lead mechanical enginecr on an Ere contract to design a 50-ton per day compost facility with a construction cost of twelve million-dollars. Responsible for designing the HV AC, plumbing, and fire protection ROY W_ CASE Q . -' 0< (f) o a. o 0: a. (f) I I- u. o w Cl 0< a. "j I- ;:: W I I- Z o Z o ;:: u 0: I- (f) W 0: W I I- o I- .i (f) '<l I- W W I (f) (f) I I- Z o o w z ;j' I- Z o U 0< I- 0< o u. o W 0: ::> (f) g u (f) is 0: o W (f) ::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES systems, and laying out the mechanical process equipment. Prepared specifications for process equipment, reviewed bids, and selected equipment ,'endors. Also responsible for monitoring the mechanical construction effort, responding to RFI's from the field, and inspecting the \\lork of the mechanical contractor. Bus Maintenance Facility, Rhode Island Public Transit Authority, Providence, Rhode Island (Mar 1997 - Dee 1998). Lead mechanical engineer for the design of a sixteen million-dollar bus maintenance facility serving a total of 130 diesel and CNG fueled busses. Maintenance activities included major rebuilding, (engines and transmissions), body shop and painting, engine and chassis dynamomcter testing, as well as brakcs, tires, alignment, routine servicing, and emergency repairs. U.S. Department of State, Office of Foreign Building Operations G une 1986 to Oct 1998), Indefinite Quantity Contracts. :\ctcd as project manager for the design of ,.at,ious projccts for thc State Department. Specific projccts included an addition to the consular facility at Islamabad, Pakistan, redesign of the consular facility at Panama City, Panama, and design of an HV AC system upgrade and window replacement project for the Embassy at Rangoon, Burma. Lead mechanical engineer for a numbcr of projects including: Public Access Control modifications at Embassies in South America, Africa, Asia, and Europc; chiller plant replacement for the consulate in Rio de Janeiro, Brazil; rchabilitation of a 16 story office building in Panama; and a new 50,000 square foot embassy office building in Budapcst, Hungary. Boston, Massachusetts - Massachusetts Highway Department Gune 1994 - Mar 1998). Lead mechanical engineer for the 09C section design performed by the team of Berger, Lochner, Stonc and \'\/ebster. Duties consisted of design of the fire standpipe system for the project viaducts and boat sections, drainage of viaducts and bridges, and the mechanical and hydraulic design for stormwater pumphouse No.7. I SHAW ENVIRONMENTAL. INC. 06C 122006T Third Harbor Tunnel Engineering Design Review Team, Boston, Massachusetts - Massachusetts Turnpike Authority (Dee 1993 - June 1994). Lead mcchanical engineer responsiblc for coordinating thc mechanical effort to revicw the design and start-up testing of the tunnel ventilation system and firc protection and drainage systems. This \\lork included all of the tunnel mechanical systems as well as the mechanical work on the supporting structures including the vent buildings, administration building, operations center, and State Police Station. Ventilation Study for Miami International Airport, Miami, Florida - Dade Aviation Consultants Ouly 1997 - Feb 1998). Technical advisor for a study to determine the ventilation rC(luirements for the lowcr ,'ehiclc dri,'e that serves the arri,'als area at Miami [ntcmational :\irport. The purpose of thc study is to determine the ventilation requirements for this area of the airport and to dc,'clop mechanical and structural criteria for use in designing systems to maintain contaminants within acceptable lc,'els. CNG Bus Maintenance and Storage Facility, Akron Ohio - Metro Regional Transportation Authority (Sept 1996 - June 1997). Lead mechanical enginccr for a project to upgrade the mechanical systems for a bus maintenance, fueling, and storage facility to accommodate CNG fueled "chicles. Hemphill Power Plant HV AC Modifications, Springfield, New Hampshire - Thermo Energy Systems (Mar 1996 - JuI1996). Designed pressurizcd enclosures for the stand by generator and thc electrical switchgear to protect them from the airbome dust in a wood/bark buming power station. The systems included filtered make up air for pressurization and heating as requircd for winter operation. IAQ Investigation and HV AC System Modifications, Cambridge, Massachusetts - MyoGenics Inc. (Apr 1995 - JuI1995). Project Engineer for a study to im'estigate indoor air quality concems for a research laboratory. The project included air monitoring for the facility, system evaluations, and design of HV AC modifications to improve air quality in the office and lab areas. ROY W. CASE I~ . .J <( en o c. o a:: c. en I f- u. o w CO <( c. ~ f- >= W I f- Z o Z o >= () ii: f- en W a:: W I f- a f- .i en !Q f- W W I en en I f- Z o a w z <i' f- Z o () <( f- <( Cl ~ w a:: ::J en '3 () en is a:: o w en ::J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Hanscom AFB Indefinite Quantity Contracts, Bedford, Massachusetts - U.S. Air Force (Apr 1993- Jan 1994). As Project Manager responsiblc for the tcchnical, budget, and schedulc performance of the team for various projects. Specific tasks included laboratory renovations at Buildings 1120 & 1128, HV AC analysis of Buildings 1600 & 1141, and the rcdesign of the entire HVAC systems for Buildings 1612 & 1624 including the design of an ice storage facility to serve the chilled water system. Rail Facilities Maintenance Rehabilitation, New Haven, Connecticut - Connecticut DOT (Dec 1987 - Mar 1988). As Lead Mechanical Engineer, t\[r. Case supelTised the design of all mechanical facilities for the car shop and diesel shop rehabilitation projects at thc New Ha"en Rail Yards. \,\'ork includes design of HV AC, plumbing, and fire protection systems for two major repair shops including shop arcas, officc areas, locker rooms, and other personnel areas. He also provided support for industrial cnginecring including specialized ventilation, drainage and compresscd air s\'stems. Windsor Maintenance Facility, Windsor, Connecticut - Connecticut DOT (Mar 1988 - Jan 1989). As Lead t\[echanical Engineer, Mr. Case designed HV AC, plumbing and fire protection systcms for a highway "chicle maintcnance facility including preparation of specifications and estimates and supen'ising the preparation of thc drawings. Post design ,vork consisted of shop drawing review and construction inspection. Special systems designed included fuel dispensing and monitoring systems. Runcorn Coating Facility Gan 1989 to Nov 1990), Runcorn, United Kingdom - James River Graphics. As Lead Mechanical Engineer, t\[r. Casc supervised the design of HV AC, plumbing and fire protection systems for a film coating facility in the United Kingdom. Work included specifications, drawings, and estimates. Special systems included fume collection, class 100 and 1000 clean rooms, low humidity rooms, and fume incineration. This project required familiarization with codcs and standards for the United Statcs and United Kingdom as well as availability of e(luipment overseas. Mr. Case was in close contact with British contractors throughout construction and startup. I SHAW ENVIRONMENTAL, INC. 06G 122006 T A VLIS Facility (Mar 1984 to Dec 1984), Livermore, California - Lawrence Livermore Laboratories. As Lead Mechanical Engineer, t\[r. Case was responsible for developing the mechanical systems design for a laser- based uranium cnrichment facility. These systems included process cooling water, site drainage, HV1\C, plumbing, and fire protection. The design included systems to support clean rooms, optical clean rooms, low humidity optical rooms (3% rh), contamination containment systems, fire protection, and other safety systems. t\[r. Case was responsible for interfacing with the scientists developing the enrichment process to determinc building and mcchanical system nceds to support all phases of the process. North Anna Power Station, Unit 3 (Feb 1982 to Jan 1983), North Anna, Virginia - Virginia Electric Power Co. As Assistant Project Engineer, Mr. Casc was rcsponsible for cstablishing and maintaining schedules, monitoring progress, and providing supelTision for the mechanical, electrical, con trols, geotechnical, and nuclear technology disciplines for the project. He coordinatcd ,vith the various divisions to maintain project staffing for cach group and provided personnel cvaluations to the divisions. 0.[r. Case cstablishcd a mechanical cquipment qualification program to establish cm'ironmcntal qualification standards for the mechanical cquipment used in safety-related plant systems. ROY W. CASE [2] . -' <( (/J o Q. o 0:: Q. (/J I >- u. o w '" <( Q. ~ >- >= W I >- Z o Z o >= u ir >- (/J W 0:: W I >- o >- .i (/J '!2 >- w W I (/J (/J I >- z o o w z :;: >- z o u <( >- <( o u. o W 0:: :::J (/J g u (/J o 0:: o W (/J :::J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Thomas Y. Chang, Ph.D., P.E. Why Selected as Key Personnel for Contract . Extensive experience in geotechnical engineering applied to dams and reservoirs . Expert in the analysis and modeling of geotechnical problems including dam stability, deformations, and ground water flow . Responsible for seepage analysis for several dam projects located in Florida Education Ph.D., Geotechnical Engineering, Ohio State University, I 97-J. t\LS., Geotechnical Engineering, Univcrsity of Rhodc Island, 1%9 B.S., Civil Engineering, National Taiwan Uni\Trsity, 1%3 Registrations Professional Engincer: Gcotcchnical, RI Background Summary Dr. Chang a Senior Lead Engineer with O\'cr -1-2 ycars of experiencc in ci\"il engincering; for thc last 37 hc has specialized in soil and foundation engineering. He has worked on \"arious sizcd industrial, commcrcial, and utility buildings and structures as well as ci\.il \V"orb including highways, sewer and water treatment facilities, wastc disposal facilities, dams, and waterfront structures. He has evaluated excavation and backfilling opcrations, piling and drilled pier installations, in-situ dcnsification, and preload placcment relatcd to foundation dcsign. His expcricnce includes supervising gcotcchnical cngineers and geologists in performing sitc invcstigations, laboratory testing, specification preparation, and serving as field liaison during cons truction. Dr. Chang's expertise also includes earthquake engincering and the application of numerical modeling to various geotechnical and groundwater cngincering problcms. He has performcd scismic risk analyscs and established seismic design criteria and response spectra for several nuclear power plants. He has developed a finite element computer program for nonlinear elastic SHAW ENVIRONMENTAL, INC. 06C122006T load deformation analysis of soils. He has employed finite elemcnt methods with nonlinear material properties to compute stress and displacement patterns within the dam and to study arching beha\'iors bet\vccn zones and stress transfcr ncar foundation irregularitics for various dam protcctivc dcsigns. His experiencc in geotechnical analyses includes the hydro-geological modeling of groundwater and seepage problems. Dr. Chang was responsible for seepage and groundwater analyses for three cooling pond dikes that rcquired remedial work to control seepage and enhance safety. Dr. Chang was also responsible for groundwatcr modcling of the oil waste land treatmcnt facilitics for pollutant migration and contamination monitoring study. Dr. Chang has also performed static and dynamic soil- intcraction structure analyses, foundation study and design, and slopc stabilitics for nuclcar and fossil powcr plant facilities. As Di\"ision Tcsting Spccialist, Dr. Chang is rcsponsible for the O\"erall technical capability and pcrformancc of the Geotechnical Tcsting Laboratory. He has cxtensi\"e experiencc in determination of various soil and rock propcrtics for cngineering purposes. This cxpericnce includes establishing the relationship bctwccn laboratory test data to field performancc cvaluation of soil-structure intcraction problems. He also has been responsible for testing various mining and industrial solid wastc matcrials such as coal refusc, tailing sands, and gypsum waste from mining operations, paper sludge, silica fumes, steel slag, and fly ash. Relevant Experience 11/1976 - Present, Senior Lead Geotechnical Engineer, Shaw Environmental & Infrastructure, Inc. As Division Tcsting Specialist, responsible for overall tcchnical capability and performance of the Geotechnical Laboratory. Responsibilities include defining nceded testing capability, re\"iewing testing procedures and techniclues, updating calibration procedurcs, training the testing cngineers and technicians, and taking necessary steps to ensure that needed lluality of testing work is developed and maintained. Also works with each project group in developing and reviewing testing programs, interpreting THOMAS Y. CHANG . ...i <( (/) o 0- o 0: 0- (/) I I- U. o w '" <( 0- W -' I- >= W :r: I- z o z o >= u ii: l- (/) w 0: w :r: I- o I- .i (/) ~ I- W W :r: (/) (/) I I- Z o o w Z <( I- Z o u <( I- <( o u. o w 0: => (/) g u (/) o 0: o W (/) => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES test results, and establishing soils and rock parameters for use in engineering analysis. /\.1so, please refer to project experience. The following is a summary of key projects: Geotechnical Consultant, Bridgeport Harbor Station Unit 3 Mercury Control System, PSE&G, Bridgeport, CT, 03/2006 - Present. As Geotechnical Consultant, provided technical consultation and review of calculations to determine seismic site class, allmvable pile load and ( for booster fans) dynamic stiffness of pile foundation. Reviewed results of pile load tests to determine the allowable pile load capacity. Geotechnical Consultant, Brunner Island Unit 3 ESP & FGD Projects, Pennsylvania Power and Light, York Haven, PA, OS/2005 - Present. As Geotechnical Consultant, provided technical consultation and re\.iew of calculations determinc the seismic site class, allowablc pile loads and (booster fan fans) dynamic stiffncss of pilc-supported foundation. E\'aluated methods for pro\'iding lateral support of a deep exca\'ation in loosc, saturated tly ash fill. Geotechnical Consultant, Mixed Oxide (MOx) Fuel Fabrication Facility, US Department of Energy - Chicago Operations Office, Aiken, SC, OS/2002- Present. As Geotcchnical Consultant, provide technical consultation and review of various geotechnical analyses which including seismic site response analysis, liquefaction analysis, slope stability analysis and settlement analysis. Provided critical reviews and comments for the Site Geotechnical Report to ensure its technical ade(luacy for NRC permit licensing application. Lead Geotechnical Engineer, MBTA 1-90/1-93 Coordination Services, Massachusetts Bay Transit Authority (MBTA), Boston, MA, OS/2002 - Present. As Lead Geotechnical Engineer, responsible for geotechnical design adequacy review of the construction of Central Artery/Third Harbor Tunnel structures near or crossing the r-.IBTA facilities. The efforts include all aspects of structures, especially soil-structure interaction analyses and construction impact and disturbance evaluation to ensure safe operation of the MBT[\ facilities during construction of the [-90/1-93 structures. SHAW ENVIRONMENTAL. INC. E\'aluated and commented on the proposed underpinning of the South Station Red Line to permit the construction of northbound leg of the Central .Artery beneath the station using mined tunneling in conccrt with pipe-jacking techni(lues. Provided critical tcchnical revie\vs and commented on the methods of computing stresscs changes of the MBTA Red Line tunnels due to the construction of 1-90 Fort Point Channel tunnel crossing. In addition, recommended the use of parametric study to analyze construction sequencing and its effect on the stresscs of the Red Line tunnels. Pro\'ided comprehcnsi\'c tcchnical re\'iews and commented on the impacts of jacking full-section highway tunnels beneath South Station railroad yard and constructing deep cut-and-cO\'er tunnels adjacent to the railroad tracks. Provided critical technical revicws and commented on ground freezing as soil stabilization method for improving face stability during tunneling. Rc\'ic\V and commcnted on the underpinnings dcsign of North Station platforms and railroad tracks, and Grecn Linc Scicnce Park Station to facilitate 1-90/1-93 construction beneath thesc structurcs. Rcvicwand commentcd on thc proposed NATl\1 tunneling with Door Framc p.-lethod of construction under the North Station platforms and railroad structures. Geotechnical Consultant, Westlake Styrene Revamp, Weslake Chemical, Sulphur, LA, 08/2006 - 11/2006. As Geotechnical Consultant, rc\'iewcd cxisting geotcchnical data, the design calculation of the augured cast-in-place (ACIP) piles and settlements of proposed pile-supportcd foundations. Geotechnical Consultant, Mercer Station Units 1 & 2, PSE&G, Hamilton Township, N], 11/2005- 01/2006. As Geotechnical Consultant, reviewed existing geotcchnical reports and proposed Powdered Carbon Silo foundation to assess the need for piles for support of the foundation. Also performed calculation of thc suitability of pipe piles recommended for support of the Powdered Activated Carbon Silo foundation. Geotechnical Consultant, Independent Fuel Storage Installation, 101893, Monticello Nuclear Generating Plant, Monticello, MN, 06/2004 - OS/2005. 1\S Geotechnical Consultant, provided technical consultation for development of field programs and THOMAS Y. CHANG 2 06C 122006T e -' .. (f) a a. a '" a. (f) I f- ... a UJ '" .. a. ~ f- >= UJ I f- Z a z a >= u ii: f- (f) UJ '" UJ I f- a f- ei (f) ~ f- UJ UJ I (f) (f) I f- Z a o UJ z ;;' f- Z a u .. f- .. o ... a UJ '" ::> (f) g u (f) is '" a UJ (f) ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES associated engineering services scopes of work for performing subsurface im"estigations required to document existing conditions for preparation of the Ccrtificate of Nced and for gcotcchnical cffort associated with licensing and design of thc foundations of thc proposed [ndcpcndent Spent Fuel Storage Installation (ISFSI) and to comply with US Nuclear Regulatory recjuirements. Re\"iewed design calculations for the stability, licjuefaction of the site and the preparation of gcotechnical criteria, and the geotechnical report. Geotechnical Consultant, Independent Spent Fue Storage installation, 58209, Fort Calhoun Station, Omaha, NE, OS/2003 - 07/2004. As Geotcchnical Consultant, re\.iewed thc dcsign calculations for seismic stability and lic!uefaction of the site of the [ndcpendent Fuel Storage Installation. Also re\"iewed the preparation of geotechnical dcsign criteria and geotechnical report. Geotechnical Consultant, Independent Spent Fuel Storage Installation, Duane Arnold Energy Center, Palo, lA, OS/2002 - 09/2002. ,\s Geotechnical Consultant, performed technical revic\v for \"arious methods of site im"estigation, formulated static and d~'namic laboratory soil testing program, interpreted soil strength and compressibility parameters for bearing capacity and scttlement calculations, preparcd the Laboratory Testing Section for the Geotechnical Report for the Independent Fuel Storage Installation. Geotechnical Consultant, Private Fuel Storage Facility - Skull Valley, UT, Private Fuel Storage, L.L.c., Skull Valley, UT, OS/2002 - 06/2002. As Geotechnical Consultant, performcd tcchnical review for various methods of site investigation, formulated static and dynamic laboratory soil testing program, interpreted soil strength and compressibility parameters for bearing capacity and settlemcnt calculations. Provided technical input and re\"iew for the responscs to NRC and State of Utah inc]uiry cjuestions generated for pre-public hearing of the licensing of the facility. Performed technical reviews of the geotechnical design criteria and soil structurc interaction calculations. Geotechnical Consultant, Marcus Hook Cogeneration Plant, PG&E National Energy Group, Marcus Hook, NJ, OS/2002 - 06/2002. As I SHAW ENVIRONMENTAL, INC. 06C'22006T Geotechnical Consultant, performed adequacy review for stability analysis of the perimeter slope at the site of combined cycle power plant and re\"iewed the shear strength parameters used for the stability analysis. Provide the method for slope stability analysis using the anchor pilcs to stabilizing the slope with marginal factor of safety. Geotechnical Consultant, Covert Generating Project, PG&E National Energy Group, Covert, Michigan, OS/2002 - 06/2002. As Geotechnical Consultant, performed adecjuacy review for pile foundation design, formulated pile load test program, interprcted pile design capacity for the foundation design of the main structures. Performed engineering e\"aluations to calculate the axial and horizontal spring constants and damping ratios for use in the dynamic analyses of thc Gas Turbine/ Generator. Geotechnical Consultant, Mixed Oxide (MOx) Fuel Fabrication Facility, US Department of Energy - Chicago Operations Office, Aiken, SC, 10/2001- 04/2002. As Geotechnical Consultant, prm"ide technical consultatioll and re\"iew of \"arious geotcchnical analyses \\'hich including scismic site responsc analysis, liquefaction analysis, slope stability analysis and settlement analysis. Prcwided critical re\.iews and comments for the Site Geotechnical Report to ensurc its technical adecluacy for NRC permit licensing application. Geotechnical Consultant, Independent Spent Fuel Storage Installation, Duane Arnold Energy Center, Palo, lA, 03/2001- 04/2002. As Geotechnical Consultant, pcrformed technical rcvicw for \"arious mcthods of sitc im"cstigation, formulated static and dynamic laboratory soil tcsting program, interpreted soil strength and compressibility parameters for bearing capacity and settlement calculations, prepared the Laboratory Testing Section for the Gcotcchnical Report for the Independent Fuel Storage Installation. Geotechnical Consultant, Covert Generating Project, PG&E National Energy Group, Covert, MI, 03/2001- 04/2002. As Geotechnical Consultant, performed adecluacy review for pile foundation design, formulated pilc load tcst program, interprctcd pilc dcsign capacity for the foundation design of the main structures. Performed engineering evaluations to THOMAS Y. CHANG [2] . .J <( U) o Q. o '" Q. U) I >- U- o w to <( Q. W -' >- ;:: w I >- Z o Z o ;:: u ii: >- U) W '" W I >- o >- .~ U) '!! >- w W I U) U) I >- z o o w Z ;;: >- z o u <( >- <( o U- o w '" ::::> U) g u U) o '" o w U) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES calculate the axial and horizontal spring constants and damping ratios for use in the dynamic analyses of the Gas Turbine/ Generator. Geotechnical Consultant, Marcus Hook Cogeneration Plant, PG&E National Energy Group, Marcus Hook, PA, 03/2001- 04/2002. i\S Geotechnical Consultant, performcd adequacy review for stability analysis of the perimeter slope at the site of combined cycle power plant and reviewcd the shear strength parameters used for the stability analysis. Pro\'ide the method for slope stability analysis using thc anchor piles to stabilizing thc slopc with marginal factor of safcty. Geotechnical Consultant, Private Fuel Storage Facility - Skull Valley, UT, Private Fuel Storage, L.L.c., Skull Valley, UT, 04/1998 - 04/2002. As Geotechnical Consultant, performed technical review for \'arious methods of site investigation, formulatcd static and dynamic laboratory soil tcsting program, intcq1retcd soil strength and compressibility paramctcrs for bcaring capacity and settlcmcnt calculations. Pnn'ided technical input and re\.iew for thc responscs to NRC and Statc of Utah inquiry questions generated for prc-public hearing of the licensing of the facility. Pcrformed tcchnical rc\'iews of the geotechnical design criteria and soil structurc interaction calculations. Geotechnical Consultant, Canneleton Locks and Dam, PG&E National Energy Group, IN, 03/2001- 06/2001. As Geotechnical Consultant, provided independent review of the existing rock and soil laboratory testing data to assess thc shcar strcngth properties used for the dam foundation. The shcar strength information was used to e\'aluate the stability of the concrete gravity structure that incorporatcd a proposed hydroelectric generating unit. Geotechnical Consultant, FERC safety-Related Work, Tapoco and Yadkin Projects - PB Power, NC, 03/2000 - 06/2001. As Geotechnical Consultant, provide geotechnical engineering services to PB Power for FERC safety-related works at Santeetlah and Cheoah dams. As part of the work, revicwed stability calculations and responses to FERC on the Santeehlah Six Periodic Inspection Report regarding shcar strcngth of the concrete to rock contact. Provided review for the SHAW ENVIRONMENTAL, INC. 06C122006T calculation to ree\'aluate the stability of rock \vedges at Cheaoh of the co dam for revised flood conditions in response to FERC comments on the Six Periodic Inspection Report. Geotechnical Consultant, The Independent Spent Fuel Storage Installation, Maine Yankee Atomic Power Company, Wiscasset, ME, 01/1999 - 06/2001. As Gcotechnical Consultant, performed adequacy review for site investigation, formulated laboratory soil testing program, interpreted soil strength and compressibility parameters for bearing capacity and scttlemcnt calculations. Performed technical rc\'icws of bearing capacity and scttlement calculations, gcotechnical investigation report and geotechnical design criteria. Geotechnical Consultant, Rail Spur - Big Brown Steam Electric Station, TXU Electric, Fairfie[d, TX, 03/1997 -10/2000. As Gcotechnical Consultant, pro\'ided technical input and revie\v for the design of soil nailing walls, test pile program, soillatcralmovcmcnt and pile response due to coal pile surcharge, tubular gabions, slope protection design, earth pressurcs of rctaining structurcs and underdrain design for construction of the 23 mile rail spur and associated facilities. Geotechnical Consultant, Chilhowee Dam Subsidence Investigation, Tapoco, Inc., TN, 03/2000 - 06/2000. As Geotechnical Consultant, pro\'ided input to conduct a field il1\'estigation on the left abutment embankment section after a local area of subsidence was reportcd. Borings werc conductcd to dctcrminc any matcrial deformation. A report was prcpared for FERC regarding the finding. Geotechnical Consultant, Mystic Station Betterment Project, Sithe Mystic Development L.L.c., Everett, MA, 03/1999 - 06/2000. i\S Gcotechnical Consultant, provided pile foundation design for supporting the wastewater tanks, firc pumphouse, water tanks and pipe supports. Performed technical reviews for the pile installation spccification and geotechnical design critcria for the bettermcnt facilities. THOMAS Y. CHANG 4 . ...i <( [f) a "- a Ct: "- [f) I I- "- a w <!J <( "- ':J l- t=: w I I- Z a z a t=: '-' ii: I- [f) W Ct: W I I- a .~ ::J [f) ~ I- W W I [f) [f) I I- Z a o w z q' I- Z a '-' <( I- <( o "- a w Ct: ::J [f) g '-' [f) o Ct: a w [f) ::J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Kenneth A. Cunningham, P.G. Education Completed t\laster's of Geology Course \Vork, Eastern Kentucky U ni\"ersity B.S., Geology, Tennessee Technological University, 1982 Reg istrations Registered Professional Geologist: FL, GA, TN Background Summary t\Ir. Cunningham's expertisc includes program, project, and task management for small and large groundwater and soil invcstigations and remedial sites for both commercial and gm'ernment clients. He is experienced in all phases of contamination assessmcnts for hazardous and non-hazardous wastc facilities, Phase I and II environmental audits for property transactions, remedial and correcti\"e action plans, tank closure assessments, remcdial systcm installation, system operation and maintenance, and natural attcnuation plans. He has completed more than 200 im"estigations in Florida, Georgia, South Carolina, Tcnnessce, and \,\'est Virginia. t\[r. Cunningham is also experienced in shallow and deep drilling practices. He currently seLTes as thc Im"estigatiH Task t\[anager for DOD projects in West Virginia, Florida, and Puerto Rico managed by the Knoxvillc office. He also seLTes as Project ]\[anager UST sites in Tenncssee under acti\"e soil and groundwater remediation. Because of his professional achievements, Mr. Cunningham has been named a Project t\Ianagement Associatc. Relevant Experience 1999 - Present, Project Manager, Shaw Environmental & Infrastructure, Inc. t\Ir. Cunningham currently serves as the Project Manager for twelve UST sites in Tennessee for a retail client. Site management includes scheduling and cost control, cost proposal preparation, field work, managing field personnel, communication with subcontractors, the client, and regulatory agencies, and report preparation. Thc sites are all in various stages of activc remediation or monitoring for soil and groundwater contamination. SHAW ENVIRONMENTAL, INC. 06C122006T 1999 - Present, I nvestigative Task Manager, Formerly Used Defense Sites (FUDS) for the U.S. Army Corps of Engineers Mr. Cunningham currcntly SetTCS as the Investigati\"e Task Manager for four formerly used defense sites (FUDS) for the U.S. Army Corps of Engineers. He manages all aspects of investigative work at the four sites including work plan preparation, scheduling, cost proposal preparation, field work, managing field personnel, communication with subcontractors, client and regulatory agencies, and report preparation. Developed low tlow groundwater sampling protocol for use at sites in Florida and Puerto Rico. He also participates in Tier I and project team meetings between Shaw, the client, and regulatory agencies. Responsible for investigative work invoh"ing contaminants including VOCs, SVOCs, metals, and explosi\"es. 1988 - 1999, Project Manager/Office Manager, Shaw Environmental & Infrastructure, Inc. t\Ir. Cunningham seLTed as Project t\Ianager and Office ]\Ianager for three IT COLvoration offices in Florida. He was responsible for all aspects of management of commercial and state government projects ranging from assessment through remediation sites. As office manager was responsible for managemcnt of projects, resources, business development with new and existing clients, proposal preparation, office profit and loss, business forecasting, health and safety, and tracking reccivables. Other experience includes: Program Manager/Project Manager, FDEP Site Investigation Section, Florida Zone 3. Rcsponsible for overall program and contract management for tasks assigned under this contract. The work involved multiple sites and tasks for the South Florida area and included: contamination assessments for hazardous and non-hazardous waste sites, site access negotiations for adjacent impacted properties, and identification of potentially responsible parties. The work involved all activities associated with soil and groundwater investigations including drilling, geoprobe, soil gas surveys, various media sampling, and analysis. Contaminant types encountered included: petroleum KENNETH A. CUNNINGHAM, P.G. e -' <( <f) o "- o Q: "- <f) I I- U. o w (!) <( "- ":J I- >= W I I- Z o Z o >= CJ '" I- <f) W Q: W I I- o I- ei <f) ~ I- W W I <f) <f) I I- Z o o w z 4' I- Z o CJ <( I- <( o u. o W Q: ::> <f) g CJ <f) o Q: o W <f) ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES hydrocarbons, chlorinated solvents, mctals, dioxins, and furans. In addition, Mr. Cunningham rcviewed all submittals, prepared work scopes and cost estimates, and interfaced \vith the client and regulatory agencics. Program Manager/Project Manager, DERM-04 Contract, FL. SetTed as local contact responsible for program and contract management. \\Tork types involved construction and remediation projects including landfill capping, construction of a compressed natural gas facility, construction of a utility corridor and soil excantion project at the Miami International i\irport, and removal of an underground storage tank and installation of an aboveground fuel system at the South Dade County Landfill. Program Manager/Project Manager, U.S. Postal Service, Florida Statewide AE Contract. Responsible for program and contract managemcnt of this cm'ironmental set'\.ices contract. This work included multiple sites and tasks throughout Florida. Typical work scopes included: Phase [ and [[ environmcntal property transfer audits for proposed postal facility locations, lead and asbcstos sut'\.cys, wetland SU1TCYS and mitigation, and cncrgy rcduction Sllt'\'CyS. [n addition, 0.[r. Cunningham rc\.iewed all submittals, preparcd work scopes and cost estimates, and interfaced with the client and regulatory agencies. Project Manager/Hydrogeologist, Chemical Spraying Site, Palm Beach County, FL. c..[anaged and prm'ided on-site coordination for a rapid response soil and groundwater investigation il1\'olving dioxins, furans, metals, and hydrocarbons. \Vork included multiple well and boring installations and soil and groundwater sampling activities conductcd in Lcvel 13 and C personal protective equipment. Follow-up work im'olved preparation of an asscssment rcport for usc by the regulatory agency for consent order negotiations. Project Manager/Hydrogeologist, Convenience Store Chain, FL and GA. Responsiblc for ovcrall contract, project, and program management for over 200 facilities in Florida and Georgia. \'Cork types im'olvcd: UST contamination assessments, rcmcdial action plans, cmergency response to spills, remediation system installation, system operation and maintenance, monitoring only plans, aquifer testing and intcrpretation, NPDES permitting, bioassay testing, discharge monitoring and reporting, correcti\'e action plans, compliance audits, toxicity reduction e\'aluations, and Phase I and II audits. [n addition, 0.[r. Cunningham rc\.ie\vcd all submittals, prepared work scopcs and cost estimates, and interfaced with the client and regulatory agencies. SHAW ENVIRONMENTAL. INC. 2 KENNETH A. CUNNINGHAM, P.G. 06C 122006T . .J .. (/J o a. o '" a. (/J I >- u. o w " .. a. ~ >- ;:: W I >- Z o Z o ;:: u ii' >- (/J W '" w I >- o >- .~ (/J !!1 >- w W I (/J (/J I >- z o o w Z ;;: >- z o u .. >- .. o u. o w '" OJ (/J g u (/J o '" o w (/J OJ . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Michael J. Davidson, P.E. Education I\LS., Civil Engineering, Uni\'ersity of Rhode Island, 1971 B.S., Ci\'il Engineering, University of Rhode Island, 1968 Registrations Professional Engineer: Ci\'il, 1\IA, Rl Background Summary l\[r. Da\'idson has m'er 39 years of diversified professional engineering and supervising experience. He has performed, supervised, and coordinated various aspects of civil-structural design for major utility, industrial, and infrastructure projects. In addition, he has experience in project management, project administration, client liaison, subcontractor/\'endor monitoring and coordination, and construction liaison. For the past 18 years, he has been assigned to the Transportation/Infrastructurc Di\'ision where he functions as Projcct l\Ianager/Lcad Structural Engineer on a number of assignments, which include bridge design, bridgc rating, bridge type studies, and bridge inspections. l\Ir. Da\'idson was the Project Engineer for the structural inspection of the historic Longfellow Bridge, which spans the Charles Rinr betwccn Boston and Cambridge, l\Iassachusetts. He performed the rating of the French King Bridge, w'hich carries Routc 2 m'er the Connecticut Ri\'er. He supervised and participated in the design of 26 city roads and ramp bridges associated with the DU09C contract of the Central Artery Project. [n addition, l\lr. Davidson directed the preliminary structural engineering associated with the proposed transitway between Sleeper Street and the \\'orld Trade Center in South Boston. Hc was the lead structural/bridge engineer for the design of 12 railroad bridges and trestles on a 26-mile railroad spur in Texas. He has been the Project l\Ianager for three footbridge bridge contracts and one bridge-rating contract for the 1\Iassachusetts Highway Department. In addition to his bridge experience, Mr. Davidson has functioned as lead structural engineer and/ or project engineer in the CNG conversion of three bus maintenance facilities and the upgrade of one I SHAW ENVIRONMENTAL, INC. 06C122006T maintenance facility to selyice a new bus fleet, project manager for an acidic wastcwater surge tank for the United States Army Corps of Engineers, and structural ad,'isor in the performance of small projects, studies, and proposals. He has bcen Design Supervisor on a number of power projects, including conceptual projects and feasibility studies. He was the Assistant Lead Structural Engineer on a lignite-fired power plant project, responsible for the coordination of the engineering and design of the power block structures and the supervision of a $50 million structural s tcel contract. I\lr. Davidson has performed hundreds of structures and structure systems inspections. l\[ostly, the inspections have cstablished the pre-existing condition of the structures and adjacent facilities prior to construction through reports or audio-visual SUlyey. However, Mr. Davidson has also identificd the causes of structural failures and supplied expert testimony. Relevant Experience 02/1973 - Present, Project Manager/Project Engineer, Shaw Environmental & Infrastructure, Inc. Over the past I () years, has supelyised the design of morc than SO bridges, ranging from entireh' new structures in complex urban interchanges to repair and rehabilitation of simple and complex existing structures crossing waterways, roadways, and railroads. Experienced in CNG com'ersions of bus maintenance facilities, wastewater systems, and a wide variety of other structural design issues. Experience includes project management and administration, client liaison, and subcontractor monitoring and coordination. Provides technical direction and quality assurance in the performance of small projects. Also, provides structural support for studies and proposals. MICHAEL J. DAVIDSON 1:=2] . -' <( m o 0- o '" 0- m I >- u. o w 19 <( 0- ~ >- >= w I >- Z o z o >= o ii' >- m w '" W I >- o >- .~ m ~ >- w w I m m I >- z o o w z - z o o <( >- <( o u. o w '" ::) m g o m 6 '" o w m ::) . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES The following is a summary of key projects: Lead Structural Engineer/Proje<;t Engineer, CNG Bus Maintenance Facilities Conversions, Massachusetts Bay Transportation Authority (MBTA), MA, 06/2002 - Present. Lead Structural Engincer and/ or Project Enginccr in thc cOl1\'crsion of three existing bus maintenance facilities for use by CNG buses. The work included the addition of a gas detection system, emergcncy vcntilation system, and upgrading of the bus maintenance equipment/systems. Also, provided technical guidance for the construction of CNG fueling stations for the buses. The facilities includcd: Cabot Bus Repair Facility, Interim Arborway t\Iaintcnancc Facility and Enrctt Hea\'y Bus Rcpair Facility: ;\s Project Engineer, coordinated Shaw\Stonc & \Vebster's portion of the conversion of these facility to CNG and performcd othcr functional space upgrades. Tasks associatcd with this assignmcnt includcd liaison with clicnt, statc, and local officials and other members of the design tcam. [\ssisted in the preparation of industrial layout drawings and specifications to includc bus \vashcr/ reclaim systems, lubrication s:'stcms, compressed air systcms, bus lifts (in-ground rctrofittcd, dri\"e-on, and mobilc), part storage, bus top fall protection, cranes and hoists, tluid monitoring systcms, tluid management systcms, paint booths, engine transmission and chassis dynos, and fiberglass shops. As Lead Structural Engineer, inspccted, e\'aluated, and prepared contract documents for the conversion of these facilities to CNG. Work includcd concrete demolition, repair, and design as well as selection of coatings for concrete tloor slabs, design of a bus top fall protection system, evaluation of ncw openings and loads for rooftop equipment, evaluation of the siting of an emergency generator on an elevated floor slab, extension of an existing paint booth to includc downdraft pit, and the preparation of specifications and construction es tlma tes. Principal Structural Engineer, Great River Energy, SO, 12/2003 - 06/2005. Provided technical direction in thc inspection, load rating, and rchabilitation of a 12- span, approximately 365-foot-long, stcel coal unloading structure. The inspection included the non-destructive testing of fatigue prone details. The rehabilitation SHAW ENVIRONMENTAL, INC. 06e 122006 T consisted of upgrading the structure for the latest AREl\L-\ t\lanual requircments for longitudinal loads, the replacement of damaged and/or deteriorated members, and the rcplacement of fatigue prone details in high strcss areas. United States Army Corps of Engineers (10/2001- Present): Project t\Ianager and lead Civil/Structural Engineer for the design of an acidic wastewater by-pass system to a 500,000-gallon concrete surge tank. The design included the evaluation and selection of materials with the potential of acidic \vastewater with a pH less than 2. The contract spccifications \vere prcpared using Specs[ntact. TUElectric/Texas DOT, Rail Spur Planning, Design and Construction (11/1996 - Present): Lead Structural Engineer responsible for the design of three railroad bridges, nine railroad trestles, and other structurcs associatcd with thc new 26-mile rail spur. These structurcs includc ballastcd-dcck through-girder bridges totaling morc than 700 feet in length. The largest span is 135 fect long using a lO-foot-deep girder wcighing about 75 tons. [\dditional structures include ballastcd-dcck trestlcs with twin precast prestresscd concrete boxes comprising thc superstructurc. Thc trestles, uscd in wetland and lowland terrain, ha\'e 28- to 30-foot-long spans and a substructure of prccast picr caps supportcd by HP piles. The trestle spans total more than 1.+00 feet. ,\Iso responsible for the design of a soil nail wall that allowcd for an economical grade- scparation crossing of an interstate higlnvay. Design re(luired cxtcnsi\'e coordination with the Texas Department of Transportation for highway crossings, and Burlington Northern-Santa Fe and Union Pacific Railroads from railroad crossings. Massachusetts Highway Department, Footprint Bridge Program (10/1995 to Present): As Project Manager for the reconstruction of two bridges, is responsible for maintaining project schedule and quality, performance of the design team within the established budget, overseeing investigations to determine bridge structural condition, and dcveloping plans to replace or repair the bridges. I. Route 122 Bridge over Millers River, Orange, t\L-\ - Replacement of a 2-span I-girder superstructure, repair of the concrete substnlcture, and MICHAEL J. DAVIDSON 2 e -' <( (j) o a. o 0: a. (j) I >- u. o UJ '-' <( a. ~ >- >= UJ I >- Z a z a >= u ii: >- (j) UJ 0: W I >- a >- ei (j) <!.1 >- UJ UJ I (j) (j) I >- z a o UJ z ;:c >- z a u <( >- <( o u. a UJ 0: => (j) g u (j) o 0: a UJ (j) => e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES modifications to the super- and substructures to seismically upgrade the bridge to meet the requirements of the latest AASHTO Bridge Specification. 2. Cross Street Bridge, SomelTille, t\IA - Preparation of plans and specifications to replace the superstructure and rehabilitate the substructure of this lI5-foot- long structure crossing active railroad lines in an urban environment. The project includes preliminary engineering, highway design, bridge type studies and sketch plans, and final design. Massachusetts Highway Department, 1-90/1-93 Project, Section D009C (11/1993 - 10/1996): Task Lead supervising design of 26 bridges incorporated \vithin the section of the Central Artery/Tunnel project at the 1-90/[-93 Interchange, Southbound, at t\[assachusetts .r\\'enue. Bridge superstructure types include steel and concrete boxes, clllTed horizontal 1- beams, precast prestressed concrete butted boxes, and precast prestressed concrete bulb tees. The work also includes the underpinning of t\vo existing bridges and the de\'elopment of slab on pile transition structures to some of the bridgcs. I\ll bridges are designed for HS20 or HS25 loading and seismic forces. Computer programs used include BRASS, BSDI, STARDYNE, and STA,\D III. SupelTised and participated in the design of the substructurc of the Interim Viaduct at ,\lbany Street ([V.\S), a 20-span, approximately l800-foot-long temporary \'iaduct. The IV I\S design was accomplished in a lO-week accelerated design schedule. The substructure satisfies several space constraints, to meet the concerns of the City of Boston Transportation Department and abutters. Special design details were dc\'eloped to mcet minimum sidewalk widths of 8 fcet and the required roadway width for Albany Street traffic. These details included tapered columns and small- diameter steel pipe piles. This section of the project was opened to traffic in August 1997 and will carry traffic until 2002 rather than the initial l8-month plan. Contractor claims amounted to less than 10;;) of the construction budget of S 12 million. Massachusetts Highway Department, Complex Bridge Rating On-Call Services Contract (01/1992 - 10/1992): Lead Bridge Engineer in thc rating of the French King Bridge, which carries Route 2 over the Connecticut Ri\'er bet\veen Gill and ElTing, t\L-\. This is a three-span, continuous spandrel truss bridgc approximately 900 feet long. Responsibilities included dc\'eloping a live-load distribution and membcr propcrty program, as well as the manual and computerized rating of the slab, stringers, floor beams, and truss members of this bridge for standard A..\SHTO and t\Iassachusetts- specific truck loads. The computer analysis programs used include STRUDL, BRI\SS, and Bi\R7. Directed a team that performed ratings of bridges of various structural types and complexities under the ovcrall con tract. Metropolitan District Commission, Longfellow Bridge Restoration (04/1988 - 12/1988): As Project Engineer, directed the multi-company inspection and rating of this l800-foot-Iong, ll-ribbed-arch-span bridge over the Charles River, for which Stone & \,\'ebster completed and filed a report in 1988. SupelTised inspectors performing \'isual, close-range inspection of bridge, supplemented when necessary by NDT. \,\'ork im'olYed the use of a barge with articulating personnel lifts. Dirccted preparation of the condition assessment, bridge rating report, and cost estimates to rehabilitate this his toric landmark. l\ [ore than 10,000 structural steel members were inspected. SHAW ENVIRONMENTAL. INC. MICHAEL J. DAVIDSON 3 06C122006T e .j <{ <f) o a. o 0: a. <f) I >- W- o w " <{ a. ~ >- ;:: W I >- Z o Z o ;:: u ir >- <f) W 0: W I >- o >- ei <f) '!1 >- w W I <f) <f) I >- z o o w z 4: >- z o u <{ >- <{ o W- o w 0: ::::> <f) o --' u <f) Ci 0: o w <f) ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Greg Dever, P.E. Why Selected as Key Personnel for Contract . Served as Project Manager on several FL wetland reclamation and stormwater projects . 20 years experience in the engineering design and project management for environmental remediation projects Education B.S., Ciyil Engineering, Uni\'ersity of [\rizona; 1982 Registrations Professional Engineer: rL, GA, SC Background Summary t\[r. De\'er joined Shaw Elwironmental, Inc., in 1993 with fi\'e years of experience in engincering design and project management for el1\'ironmental rcmediation projects. He has participatcd in asscssment acti\'ities, engineering design, remedial action system operation O\'crsight, amI O\'erall project management for numerous petroleum-contaminarion and hazardous wastc sites as well as for commercial and public \vorks projects. Extensiye system installations and remedial design reports haye de\'eloped his expertise in el1\'ironmental construction techni(lues. Relevant Experience 1993 - Present, Engineering Manager, Shaw Environmental, Inc., Clermont, FL Project Engineer, Gulf Coast Recycling, Wetland Reclamation Project, Tampa. PrO\'ided design and construction setyices for a pre-fabricated concrete weir structure for installation in wetland area after battery materials had been remO\'ed and stabilized. Design services included hydraulic analysis for wetlands le\,el and weir sizing during storm eyents. \X'eir design included structural detailing and specifications for fabrication of weir structure. Field scrvices included oyersight of weir placement and suryey for as-built completion report in accordance with U.S. [\rmy Corps of Engineers project requirements. Project Manager Duval Street Bridge Demolition, Jacksonville. Prepared and implemented demolition I SHAW ENVIRONMENTAL, INC. 06C122006T plan for a 900-ft long concrete bridge (\'iaduct) oyer a creek bed in downtown Jacksonville. The work elements included concrete demolition, separation of rebar for recycling, materials handling, trucking, \'ibration monitoring of a 3-story historic brick building located G feet from the bridge, installation of underground concrete drainage piping, construction suryeying, supetyision of backfilling and compaction. Project Manager; Storm water Pond Desilting and Outfall Structure Design, St Augustine. Prepared and implemented drainage pond desilting plan for remO\'al of I,SOO cubic yards from a 2 acre stormwater pond. Plan included design and specifications for construction of a new outfall drainage structure meeting the requirements of the SJR\X?\[D. Field duties included O\'ersight of pond dewatering, exca\'ation of silt material, construction sutTeying, and engineering inspection of drainage structurc cons truction. Project Manager; FDOT District 1, Southwest FL. t\[ultiple Storm Se\ver Installations. PrO\'ided management and construction setTices for installation of multiple storm drain s~'stems including drainage structures and reinforced concrete pipe up to GO-inch diametcr through contaminated areas. Desit,J11 sC1Tices includcd treatment system design and installation to support treatment of contaminated groundwater for discharge under a NPDES permit. Project Manager for Orange County Risk Management Contract. Prm'ided continuing professional sen'ices for em'ironmental site assessment and remediation projects. Contract Manager; FDOT District 2. Responsible for the program and contract management of the enyironmental services contract for this FOOT district. This work includes multiple sites throughout the district for UST remonls; Le\,el I and II investigations; contamination assessments; and remediation design implementation, including bioremediation, drum removals, and hazardous and non-hazardous waste disposal. Project Manager/Project Engineer; Petro Chemical Products Inc. The project was a RClV\ Correctiye Action Site located in Jacksonville, Florida, and involved contaminated soil and groundwater from chlorinated GREG DEVER, PE Q . ~ <( UJ o 0- o a: 0- UJ I t- "'- o w " <( 0- W ..J t- ;:: W I t- Z o Z o ;:: u 0:: t- UJ W a: w I t- O t- .~ UJ !Q t- W W I UJ UJ I t- Z o o w z ;;: t- Z o u <( t- <( o "'- o w a: ~ UJ g U UJ o a: o w UJ ~ . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES solvents. Mr. De\'er's engineering responsibilities included pilot testing and design of the soil and groundwater corrective action system. I\Ir. Dever's project management responsibilities included oversight of the system installation and operation, including subcontractors. The Correcti\'e i\ction Plan (Cf\P) was reviewed by the FDEP Hazardous \'\'aste Section. The regulators and reviewers had such confidence in the design by OHI\I that they granted permission to construct and operate the system prior to the CAP review. The CAP was subsequently reviewed and appro\'ed by the FDEP without any comments. 1987 - 1992, Project Manager/Project Engineer, Burns and Roe Environmental, Orlando, FL Designed, managed, and installed public \vorks projects including large sanitary se\ver lift stations (3 million gallons-per-day capacity); sanitary force mains up to 24- inches in diameter; minor roadways; stormwater drainage systems including retention ponds, drainage pipe, and drainage stmctures; and potable water systems including production wells, booster stations, storage tanks, and pipe lines. Project Manager/Engineer, Orange County Florida Public Works Flood Control Design Project, Lake George, Orlando. An historic drainwell for this lake had failed and the lake b'd had risen dramatically and was threatening surrounding property mvners. Sen'ices included hydrologic analyses and historic hydric species analyses for determining historical lake levels. Data was then used to design a pump station for flood control of lake to replace the failed draimvell. Design services included site sun'eys, hydraulic analyses, pump design and selection, stilling \vell sizing and analyses, drawing and construction specification preparation, construction cost estimate, and bid document preparation. Project Manager/Engineer, Stormwater Design, Multiple Projects. Sen'ices included site sun'eys, storm sewer design, hydraulic analyses, stonn\vater retention/ detention pond design, hydrograph and pond routing modeling, drawing and construction specification preparation, cost estimate preparation, fidd engineering oversight, and as-built documentation. 1982 - 1987, Nuclear Engineering Officer, U.S. Navy Operations and maintenance of weapons and propulsion systems onboard a nuclear-powered submarine. 06C122006T GREG DEVER, P.E. D I SHAW ENVIRONMENTAL, INC. . --' <( (j) o 0- o '" 0- (j) I I- "'- o w <!l <( 0- W --' I- >= W :r: I- z o z o >= u ii' I- (j) W '" w :r: I- o .~ => (j) ~ I- W W :r: (j) (j) I I- Z o o w z ;;' I- Z o u <( I- <( o "'- o w '" => (j) g u (j) Ci '" o w (j) => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Steven T. Downey, P.E. Why Selected as Key Personnel for Contract . Over 30 years Project Management Experience on Civil and Structural Design projects . Safety Management Fixed-Price Task Order contracts within Budget and Schedule Education B.E., Ci,'il/Structural Engineering, Vanderbilt, 1977 Registrations Professional Engincer: Ci,'il, SC, TN, FL: Pending Contractor: AI" HI, r.[S, TN Lead Related SupelTisor, 2003, LSP[-2203, Active, Natiomvide, OS/2008 ,\sbestos Abatement Site Supen'isor, 2003, 108395, !\cti,'e, Nationwide, 07/2007 .\sbestos Building [nspcctor, 200-+, 1120-1-5, ,-\cti,'e, Nationwide, 07 !2007 !\sbcstos [\ lanagemcnt Planner, 200-1-, 1120-1--1-, Acti'T, Nationwide, 07/2007 Background Summary Mr. Downey is a registercd profcssional engineer (SC, TN, and FL-pending) and licensed contractor (IN, ,\1., r.[S, and H[) with more than 29 ycars of design, construction, projcct controls, and senior project management experience at Dcpartment of Energy (DOE), Department of Defense (DOD), and commercial facilities nationwide. 0.[1'. Downey is listcd in the National Registcr of \'\11O's W110 in Executives and Professionals, 2005-200G. His managcmcnt expertise includes sitc im'estigation, design, construction, startup, and operation. Mr. Downey's design experience includes hands on structural design utilizing hand calculations and finite element computer analyses as well as management of large design projects where he managed as many as GO multidiscipline design professionals. His construction cxperiencc includes management of structural system installatiol1s at nuclear power plants, waste processing facilities, storage vaults, levces, earthen basins and treatment facilities. Mr. I SHAW ENVIRONMENTAL, INC. 06C122006T Downcy has managed projects ,'alued as high as S 1 00 million. Mr. Downcy possesses a thorough knowledge of cost and schedule control systems, and is familiar with RCR,-\ and CERCL-\ regulations. His elwironmcl1tal expericnce includes thrce years in high-Ie,'el radioactive waste managemcnt and ten years in cm'ironmental remediation ilwoking radioactive and hazardous contamination and !\IEC a,'oidancc. !\[r. Downev is also certificd as an Asbestos Abatement Supervisor, Lead Abatement Supen'isor, Asbestos Inspector, and Asbestos !\Ianagement Planner. Relevant Experience 07/2000 - Present, Senior Project Manager, Shaw Environmental & Infrastructure, Inc. Responsibilities include O\'erall project management and supervision of project staff. !\[r. Downey is responsible for successful cxecution of projccts within cost and schedule budgets. He is also responsible for O\'erall project safcty and (juality. Othcr rcsponsibilitics include interfacing with client and regulator personnel as well as reporting project status to clicnt and internal management. The following is a summary of key projects: Project Manager, Plum Brook Ordnance Works (PBOW), various task orders, USACE - Nashville District, Sandusky, OH, OS/2002 - Present. !\ lanaged 7 negotiated fixed-price task orders for the PBO\\' site under this l\rchitectural and Engineering SelTices IDIQ contract. Thesc projects included site im'cstigations, groundwater fatc and transport modeling, risk assessments, and preparation of Dccision Document, Fcasibility Study, and Proposed Plan documents. !\Ir. Downey also participates in Restoration Advisory Board (IL\I3) meetings for this site. :\ wards/ Clicnt Commendations: President's Safety A ward for 2,000 days worked without a lost timc accidcnt. Senior Project Manager, West Virginia Ordnance Works (WVOW), various task orders, USACE - Nashville District, Point Pleasant, WV, OS/2002- Present. !\Ianaged 19 negotiated fixed-price task orders for the \WOW site under this Architectural and STEVEN T. DOWNEY Q . .J - u. a w '" - >= W :I: >- Z a z a >= u ii:' >- (/) w 0: w :I: >- a .~ OJ (/) '!2 >- w W :I: (/) (/) I >- z a o w Z ;;' >- z a u - <i o u. o W 0: OJ (/) g u (/) 6 0: a w (/) OJ . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Engineering SelTices [DIQ contract. A partnering team was established in 2002 for addressing issues related to restoration and closure of this NPL site. The partnering tcam is comprised of rcprcscntativcs of the Nashville and Huntington Districts of the USACE, Region 3 EP i\, and the State of \'(V. 1\[r. Dmvne\' was namcd a consensus membcr of this team gi\'ing him decision- making authority for actions at this site. These projects included site im'cstigations, groundwater fate and transport modeling, risk assessments, treatability studies, and preparation of Decision Documents, Feasibility Studies, Proposed Plans, and Record of Decision documents. Accomplishments: Delisted over 1,500 acres of this 2,700 NPL sitc. Through partnering with client and regulator personnel, Shaw effected cost savings totaling an cstimated S 1,100,000. [\[r. Downey authored a paper cntitlcd [n Situ Enhanced Bioremediation to Treat Nitroaromatics in Groundwater that \vas published in the Federal Facilities Environmental J oumal, Spring 2005 issue. He also prescnted this topic at the 200-1- EPi\ Site Optimization confercncc in Dallas, the 200-1- Joint SelTiccs Em'ironmcntali\[anagcment confcrcnce in San Antonio, and the 2005 Em'ironmcntal Tcchnology Symposium and \Vorkshop in Portland, OR. A wards/ Client Commendations: President's Safety i\ ward for 2,000 days worked \vithout a lost time accidcnt. Received letter of commendation from John Hall, USACE - Nasln'illc District. Senior Project Manager, P14 Levee Repairs, US Army Corps of Engineers (USACE) - New Orleans District, Plaquemines Parish, LA, 01/2006- 06/2006. Execute repairs to 4.85 miles of l\ussissippi Ri,'er west bank levee system follmving hurricane Katrina. Project included borrow pit development and operation; processing, hauling and placing compacted and un-compacted fill; placement of stone for scour resistance; placement of rip rap; and fertilizing, seeding, and mulching. Accomplishments: SHAW ENVIRONMENTAL, INC. 06C 122006 T During construction, a rotational failure occurred due to w'eaker underlying soil conditions than accounted for in the USACE design. Shaw was able to respond within hours providing additional labor and cquipment rcsources. Critical protection was restorcd within 13 days: the US.\CE estimate \vas 2-3 months. Civil/Structural Engineer, FEMA ITAC Contract, New Orleans, LA, 09/2005 -12/2005. Performed damage assessments of hotels in downtown New Orleans after hurricane Katrina to determine suitability for habitation. Also conducted raw land assessments and dc\'eloped detailcd cost estimatcs for de\"cloping temporary group housing sitcs. Senior Project Manager, Sangamon Ordnance Works, US Army Corps of Engineers (USACE) - Louisville District, Illiopolis, IL, 06/2001- 04/2006. Locate and remove underground storage tanks and associated piping at the former Sangamon Ordnance Plant. i\ccomplishments: Completed geophysical im-cstigations, cxploratory cxca\'ations and remo\'ed underground storagc tanks that were disco\"ercd. Also remm-cd and disposed of approximately 5,000 tons of pctrolcum-impactcd soil. Project Manager, Portsmouth Quad I, Bechtel- Jacobs, Piketon, OH, 08/2000 - OS/2002. This was a design-build project at the Portsmouth Gaseous Diffusion Plant near Pikcton, 0 H which included: . Design and construction of two RCIL\ caps (approximately 2-acres each) . Design and construction of a groundwater extraction and collection system consisting of 11 extraction wells and approximately 5,000 feet of collection plpll1g . Design and construction of a 1200 linear foot slurry wall around an existing mixed waste landfill 06/1997 - 07/2000, Senior Project Manager, Shaw Environmental & Infrastructure, Inc, Honolulu, HI Rcsponsibilities included overall project managcment and supervision of project staff. !\Ir. Downey was rcsponsible for successful execution of projects within cost and schedule budgets. He was also responsible for STEVEN T. DOWNEY 2 . ..; <( if) o 0- o '" 0- if) I t- u. o UJ " <( 0- ~ t- ;:: UJ I t- Z o Z o ;:: u ii2 t- if) UJ '" UJ I t- O t- .~ :J if) '!? t- UJ UJ I if) if) I t- Z o o UJ z ;;' t- Z o u <( t- <( o u. o UJ '" :J if) g u if) o '" o UJ if) :J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES m'erall project safety and quality. Other responsibilities included interfacing with client and regulator personnel as well as reporting project status to client and internal management. The following is a summary of key projects: Senior Project Manager, Wake Island POL, Pacific Division Naval Facilities Engineering Command, Wake Island, 03/1998 - 06/2000. This was a cost plus award fee [DIQ project to remove and dispose of 34 underground storage tanks and approximately 5,000 feet of abandoned fuel pipeline. The project also included demolition and recycling of one 115,000 gallon above ground storage tank and removal of metal debris from the shoreline of the island. To facilitate access to an adjacent island of this atoll, [T (Shaw) also designed and implemented structural upgrades to an existing wooden bridge to support the weight of construction equipment. Soil borings for site characterization \vere added ,'ia a modification. Successful execution of this project required extensi,'c planning and coordination as all re(luired materials and equipment were procured and transported from California and Hawaii ,'ia barge. \,\'ake [sland is a small (approximately :2 s(juare miles in area) remote island located approximately :2,:20U miles from Honolulu, HI. [\ccomplishments: All 34 underground storage tanks were rem()\'cd, cleaned, and recycled. The 115,000 gallon ab()\'e ground storage tank and approximately 5,000 feet of pipelinc \vere removed, cleaned, and recycled. Approximately 15 tons of metal debris \vas rcmoved from the shoreline. Soil borings completed for sitc characterization (approximate 51,000,000 value) \vere funded by under- runs in the original scope of work. A \vards/ Client Commendations: Received consistent level I award fee ratings from the client. Completed original scope ahead of schedule and $1,000,000 under budget. Senior Project Manager, Midway Island, Pacific Division Naval Facilities Engineering Command, Wake Island, 04/1998 - 06/1998. This was an emergency response cost plus award fee IDIQ project to drain, clean and plug an abandoned pipeline containing aviation fuel under hydrostatic pressure. Prior to SHAW ENVIRONMENTAL, INC. 06C122006T mobilization, another task was added to remm'e drums of asphalt material from the beach that were exposcd by a storm e\'ent. I\ wards/ Client Commendations: Recci,'ed a perfect IOO'Yo award t-ee ratings from the client and a letter of commendation from the US Fish and \Vildlife. Senior Project Manager, Wahiawa UST removal and Replacement, Pacific Division Naval Facilities Engineering Command, Oahu, HI, 09/1997 - 08/1998. This \vas a cost plus award fee [DIQ project to remo'"e and dispose of :2 single-wall underground storage tanks and replace with :2 new double-wall underground storage tanks \vith leak detection s:'stcm. Fuel from the removed tanks was pumped into a temporary storage tank and filtered for reuse. ,\ wards/ Clien t Commendations: Rccei,'ed consistent le,"el I award fee ratings from the clien t. 05/1995 - 06/1997, Project Manager, Morrison Knudsen Corporation, Crane, IN Responsibilities included O\Trall project management and supelTision of project staff for an 58 million dehery order under a Na,'y RAe. i\[r. Downey was responsible for successful execution of this project within cost and schedule budgets. He \vas also responsible for O\'erall project safety and (Iuality. Other responsibilities include interfacing with client and regulator personnel as well as reporting project status to client and internal managemcnt. The following is a summary of key projects: Project Manager, NSWC Crane, South Division Naval Facilities Engineering Command, Crane, IN, 05/1995 - 06/1997. This project included design, construction, and startup of a biorcmcdiation facility to treat m'cr 100,000 CY of soil contaminated with TNT, RDX, and Hi\DC The facility included three structural steel treatment buildings measuring 70' X 300' each, a truck decontamination facility, material storage facility, and surface water collection basins. This project also included an 8-acre RC~\ cap and removal and disposal STEVEN T. DOWNEY 3 e -' <( <f) o a. o a:: a. <f) I .... u. o UJ <!J <( a. ~ .... f= UJ I .... Z o Z o f= u ii' .... <f) UJ a:: UJ I .... o .~ :J <f) !Q .... UJ UJ I <f) <f) I .... z o o UJ z ;;' .... z o u <( .... <( o u. o UJ a:: :J <f) g u <f) is a:: o UJ <f) :J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES of soil contaminated with lcad, pesticides, asbestos, and VOCs. Accomplishments: Complctcd all remediation activities, as \vell as design, construction, and start-up of the biorcmediation facility. t-,[r. Downey implemented a dcsign change in the operating procedures that resulted in a 500,'-;, increase in throughput for the bioremediation facility that effected a 2-year reduction in treatmcnt duration and a cost saving of m'er S5,000,000. 03/1989 - 04/1995, Project Manager, Westinghouse Savannah River Company, Aiken, SC Responsibil.ities includc O\'crall projcct management and supen'ision of project staff. i\[r. Downcy was responsible for successful cxecution of projects within cost and schedule budgets. He was also responsible for O\Trall project safety and Lluality. Other responsibil.ities include interfacing with client and regulator personnel as wcll as rcporting project status to clicnt and intcrnal managemcnt. The following is a summary of key projects: Project Manager, Various projects, U.S. Department of Energy, DOE Savannah River Site near Aiken, SC, 03/1989 - 04/1995. Mr. Downey managed various project associated with safety enhancement and producti\'ity increases for production reactors and support facil.ities for a high-le\'el radioacti\'c waste processing facil.ity at the DOE Sa\'annah River Site near ,\iken, sc. Projects includcd: . Late \,\rash Facility (S50,000,000) - Managed design of a high-lenl radioactin waste pre-treatment facility. This was a remotely operated process facil.ity designed to reduce nitrite levels in a highly radioactive prccipitate waste feed stream containing suspended cesium. The design team consisted of over 60 design professionals from \'arious discipl.ines including Ci\'il/Structural, t-,[echanical, Electrical, and Process. i\ pilot scale facility was also designed and constructed to allow for process testing and optimization. Mr. Downey led the design of this modular facility that was built and operated by the University of South Carol.ina. . Reactor Fast Shutdown System ($22,000,000) Mr. Downey led a design team in the completion of a SHAW ENVIRONMENTAL, INC. 06C 122006T conceptual design for a system to reduce reactor pmver by 60(~) within 100 ms following a catastrophic cooling water pipe failure and presented the project to DO E for \'alidation. This project was ranked as the best nlidation presentation of the 22 presented for \'alidation during that cyclc at the Sa\'annah Ri\'er Site. . Improved Reactor Spray System for P-Reactor ($ 18,000,000) - t-,[r. Downey led a design team in the completion of a conceptual design for an emergency cooling spray system and presented the project for DOE val.idation. The projcct was successfully validated. . Composite Liner System for Emergency Cooling Water Basin ($ 12,000,000) - i\lr. Dmvney managed the design and construction of a multilayer composite l.iner system and floating cm'er for a 50,000,000 gallon earthen basin that was completed under budget and on schedule. . Soil Stabilization Project for [(-Rcactor ($21,000,000) - t\[r. D()\\;neJ' managed the design and implementation of a soil stabilization project to prm'ide protection of reactor cooling water piping during a seismic e\'ent; project im'oked drill.ing and injecting grout into the substrate approximately 120 fect below the ground surface. This project \vas completed within budget and on schedule. . Glass \,\'astc Storage Facility #2 (5100,OOO/JOO) - i\[r. Dmvney managcd the conceptual design of an underground storage facil.ity and superstructure to house processed high-level radioacti\'e \vaste canisters from the Defense \,\'aste Proccssing Facility (a \'itritlcation facility to process high-b'el radioactin waste) and prcsentcd the project for DOE val.idation. The project was successfully val.idated. . railcd ELluipment Storage Vaults 3-6 (526,000,000) - i\[r. DO\vney managed the conceptual design for 4 additional underground concrete storage vaults to housc failed melters and other major equipment associated with the Defense \,\'aste Processing Facility and prcsented the project for DOE nl.idation. The project was successfully \'alidated. . Groundwater Pump and Treat System (53,000,000) - t-,[r. Downey managed design and construction of a groundwater pump and treat system consisting of 12 extraction wells, an air stripper, catalytic oxidation system, and associated piping. STEVEN T. DOWNEY 4 . -' <( (fJ o "- o 0: "- (fJ I t- eL o W (9 <( "- ~ t- >= W I t- Z o Z o >= <.) ir t- (fJ W 0: W I t- O .~ CD ::::> (fJ !!l t- W W I (fJ (fJ I t- Z o o w z ;;' t- Z o <.) <( t- <( o eL o W 0: ::::> (fJ g <.) (fJ is 0: o W (fJ ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Karl A. Eisenhart, P.E. Why Selected as Key Personnel for Contract . Over 20 years of experience in the areas of engineering and quality assurance/quality control (QA/QC) project management. . Responsible for providing QAlQC oversight and engineering support for multiple construction, remediation and civil projects Education r.LB.A., Busincss, Baker University, 2005 B.E., r.faterials Scicnce & Engincering, Johns Hopkins Uni\'ersity, 1982 Reg istrations Professional Enginccr, l'.,[echanical, 2000, I G 1..J...J., KS, N J, TN, V [\ Background Summary 1'.,[r. Eisenhart is a Registered Professional Enginecr with o\'cr 20 ycars of cxpcricncc in thc areas of cngincering and qualit\" assurancc/quality control (Qi\!Qc) project managcmcnt. Hc is responsiblc for implcmcntation of cluality management systcms for rcmedial im"cstigations and studics, cnginecring dcsign projccts, inspcction and documcntation of construction and rcmediation acti\"ities to \"crify compliancc with planning documcnts, specifications, and Q,\/QC requircmcnts. He also prm"ides engineering support to project management whcn rcquired. His experience also includcs construction management, specification de\"elopmcnt, permit and plan prcparation, engineering design, design rc\"icws, and construction management. As Program QC ~[anager for thc $270 million USI\CE KCTERC Contract i\lr. Eisenhart is responsible for review and approval of client task order delivcrables related to all phases of rcmedial investigations, design, remediation, and site closure. He is also responsible for assigning QC staff for task order projects and providing program specific QC training and scrves as Shaw's point-of-contact with USACE and regulatory pcrsonnel for program and task order QC issucs. I SHAW ENVIRONMENTAL, INC. 06C 122006 T Mr. Eisenhart has also been responsible for providing QA/QC oversight and cngineering support for multiple construction, remediation and civil projects for USACE, Air Force, and FE~L\ clicnts. These projects included the following activities: ci\"il construction, underground utilitics, stormwatcr and sanitary sewer installations, materials testing, poured-in-place concrete structures, pressure piping and force mains, field welded tanks, erection of steel structures and buildings, instrumentation and controls, electrical and mechanical systems, geomembranes, landfill closures, gas collection systems, pretreatment facility construction, sUf';eying, construction documcntation and othcr relatcd acti\"ities. Relevant Experience 05/1991 - Present, Quality Control Manager/Project Engineer, Shaw Environmental & Infrastructure, Inc., Program QC r.lanagcr for the S270 million US,\CE Kansas City Total Em'ironmental Rcstoration Contract (KCTERC. Rcsponsible for development and implementation of thc QC programs for all task orders. Responsible for rc\"icw and apprm"al of task order delivcrablcs. I\ssigning QC staff for task ordcr projccts and providing program spccific QC training. Scn"e as Sha\v's point-of-contact with USI\CE personnel for program and task order QC issues. Recent projects have includcd: Former Nanl Ammunitions Depot, Hastings, Nebraska; Lakc City i\rmy Ammunition Plant, Independcncc, r.[issouri; Sunflower Army Ammunition Plant, DeSoto, Kansas; St. Louis Downtown Site; and Shattuck Chemical Superfund Site, Delwcr, Colorado. The following is a summary of key projects: Program Quality Manager, FEMA IA T AC Contract, Federal Emergency Management Agency, Various Locations, 09/2005 - Present. ~[r. Eiscnhart is responsible for the development and implemcntation of thc Quality Program for all task ordcrs under the FEMA IA-TAC Temporary Housing Contract. This includcs thc rc\"iew and approval of quality plans, checklists and standard opcrating procedurcs neccssary for verifying compliance with scopc of work, contract technical exhibits and approved detailed designs for construction of group and commercial sites, and private sites. He is also in charge of assigning amI managing quality staff responsible for oversight and KARL A EISENHART I~ . -' -< UJ a 0- a '" 0- UJ I >- u. a w CJ -< 0- W ..J >- >= w I >- z a z a >= u cr: >- UJ W '" W I >- a .~ <Il ::J UJ ~ >- w W I UJ UJ I >- z a a w z ;:c >- z a u -< >- -< o u. a w '" ::J UJ g U UJ o '" a w UJ ::J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES documentation of field activities associated with installation of temporary housing units and infrastructure at group, commercial and private sites. These design/build projects have included: site planning, NPDES permitting S\'(1)PP de\'elopment, sediment and erosion control, installation of site utilities, pump stations, wastewater treatment plants, asphalt and concrete pavement, ADA compliance, installation of trailers and modular structures, potable water quality testing, and other related activities. He performs quality assurance of operations and maintenance procedures and activities for compliance with technical exhibits, subcontract documents, and local and international building codes (IBC). O\'ersight of the central record file management system. Program Quality Control Manager, Kansas City Total Environmental Restoration Contract, U.S. Army Corps of Engineers - Kansas City District, Various, OS/2002 - Present. Responsible for development and implementation of the QC programs for all task orders performed under the KCTERC. Responsible for review and apprm'al of all task order deliverables. Assigning QC staff for task order projects and prm'iding program spccific (~C training. SenT as Shaw's point-of-contact with US" \CE personnel for program and task order QC issues. Accomplishments: Developed QC programs for all of the KCTERC task orders. Re\'ie\ved and appro\'ed ()\'cr 200 plans and reports associated with execution of task orders. A wards/ Client Commendations: Received President's and Vice President's Safety a\vards for \'arious KCTERC task orders. QC Manager/Field Engineer, Former Naval Ammunition Depot - Hastings, U.S. Army Corps of Engineers - Kansas City District, Hastings, NE, 11/2000 - 10/2004. Responsible for overall implementation of the QC program during removal of surface soil contaminated with lead, explosi\'es, and carcinogenic polycyclic aromatic hydrocarbons. Responsible for oversight of soil and liquid sampling, waste handling and disposal, site restoration, and remedial action and removal action reports. Served as Shaw's QC point-of-contact with the USACE and I SHAW ENVIRONMENTAL, INC. 06C122006T regulators Q\'erseeing surface soil remediation and non- time critical removal actions. Accomplishments: Completed three surface soil remQ\'al projects on schedule and under budget. A wards/ Client Commendations: Received USACE Project L\lanager accommodation letters for the Site 4 and Residential surface soil remediation projects. QC Manager/Project Engineer, Phase I - Barracks Renewal Program, USACE, Fort Leavenworth, KS, 08/2000 - 12/2000. Responsible for developing, submitting, and tracking all contract deliverables for soil cut/ fill and surcharge operations, remo\'al and replacement of a 12 inch gas main, extension of the sanitary sewer and potable water system and high \'oltage line relocation. Responsible for implementation of US;\CE three-phase inspections, day-to-day direction to subcontractors, development of field \vork \'ariances and modifications, record as-built dra\vings, scheduling and itl\'oicing through the USACE QCS computer program. i\ccomplishments: Completed \vork on schedule within allotted budget. QC Manager/Project Engineer, New Gymnasium Construction, USACE, \Vhiteman Air Force Base, MO, 06/2000 - 08/2000. Responsible for c!e\'eloping, submitting, and tracking all contract deli\'Crables for construction of a new gymnasium which included all civil, HV AC, plumbing, electrical, structural, architectural and sporting equipment. US"-\CE QCS computer program was utilized for tracking submittals, cost and scheduling, invoicing and daily reports. [\ccomplishments: Completed submittal of contract deliverables and received approval from US,\CE. QC Manager/Field Engineer, Operable Unit 3 Groundwater Treatment System" U.S. Army Corps of Engineers - Savannah District (SADTERC), Milan Army Ammunition Plant, TN, 02/1997 - 09/1998. QC L\Ianager/Field Engineer for construction of the 1300 GPt\[ OU-3 groundwater treatment system at the Milan Army Ammunition Plant under the USACE I KARL A. EISENHART D . ...i << IJJ a a. a a:: a. IJJ I f- u.. a w '" << a. ~ f- >= W I f- Z a z a >= () C< f- IJJ W a:: w I f- a .~ !D ::J IJJ !Q f- W w I IJJ IJJ I f- Z a o w Z ::;: f- Z a () << f- << o u.. a w a:: ::J IJJ '3 () IJJ Ci a:: a w IJJ ::J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Savannah TERC Contract. Responsible for development and implementation of the QC program for all construction and drilling activities. Coordinated all on-sitc and off-site testing and analytical activitics to support construction and wastc disposal activities. Served as Shaw's QC point-of-contact with US,\CE's personnel overseeing constmction activities. Prepared and coordinated submittal of all contract related delinrables including the record as-built drawings. Accomplishments: Successfully completed constmction of the plant and the plant effluent met the surface \vater discharge requirements per the NPDES permit. A wards/ Client Commendations: Project rccci\"Cd a "Celebrate Safety" a\V'ard from the USACE t\[obile District. QC Manager, Site Remediation - Presidio of San Francisco, , U.S. Army Corps of Engineers - Sacramento District (SACTERC), San Francisco, CA, 01/1996 - 02/1997. Responsible for onrall implementation of the QC program during removal of over --1-0 ,\STs and USTs, rcmonl of over 25,000 feet of the fuel distribution system pipeline, soil and liquid sampling, \vaste handling and disposal, site restoration, site investigations and closure reports. Served as QC point-of-contact with the USI\CE and National Park SetTice representati,"es O\Trseeing remediation and abatement acti,'ities. Accomplishments: Completed tasks within budget and on schedule. QC Manager/Fie[d Engineer, UST Removals - Former Stead Air Force Base, , U.S. Army Corps of Engineers - Sacramento District (SACTERC), Reno, NV, 08/1995 - 10/1995. Oversaw removal of m"er 100 underground storagc tanks (USTs), soil and waste disposal sampling, waste disposal, site restoration and closure reports. SetTed as point-of-contact with county and state em"ironmental personnel overseeing UST remm"als. Accomplishments: Completed removal activities ahead of schedule within the budget. SHAW ENVIRONMENTAL, INC. 06C122006T QC Manager/Field Engineer, Williams Air Force - Landfill LF-04 Capping, , Air Force Center for Environmental Excellence (AFCEE) - Site Capping Contract, Mesa, AZ, 02/1995 - 07/1995. Ovcrsawall aspects of work acti\"ities during the installation of a pcrmcable cap m"er the 3--1- acrc landfill site, excavation over 109,000 cubic yards of soil from a 4,200 ft. long drainage channel, and the constmction of a 338 ft. long reinforced concrete retaining wall. \';rork on drainage channel and retaining wall was performed in accordancc with the Maricopa County Specifications for Public \,forks Constmction. Accomplishments: Completed the project 3 months ahead of schedule and over S300,OOO below budget. QC Manager/Field Engineer, Landfill (LF-03) Closure, Air Force Center for Environmental Excellence (AFCEE) - Site Capping Contract, Warner Robins Air Force Base, GA, 10/1994 - 02/1995. Served, as IT's point-of-contact for QC and field enginecring during the installation of geosynthetic clay lincr, GO-mil HOPE liner, drainage geocomposite and soil cmTr m"cr ] ,and fill LF-03. Prm"ided da\.-to-da\" . . direction to geotechnical, SutTey, ci,"il and mechanical subcontractors. Accomplishmcnts: Succcssfully coordinated field modifIcations relatcd to elimination of sand drainagc laycr and replaccment with drainagc geocomposite layer. KARL A. EISENHART 3 . -' <( en o a. o a:: a. en r f- u. o w Cl <( a. '::l f- >= W J: f- Z o Z o >= u a: f- en w a:: w J: f- o f- .~ en !!! f- W W J: en en r f- Z o o w z ;j' f- Z o U <( f- <( o u. o w a:: ::> en g u en Ci a:: o w en ::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Nessim S. Eskinazi, P.E. Education l\1.13.:\., Internationall\larkcting & Finance, Northeastern Uni\Trsity, 1981 l\1. E., Electrical Engineering, N ortheas tern University, 1975 B.E., Electrical Engineering, Northeastern University, 1970 Registrations Profcssional Engineer: r.L\, r.IO, NC, R[ Background Summary l\Ir. Eskinazi has O\'er 20 years of di\'erse experience in consulting, engineering, cons truction, s tart-up and maintenance, cost and schedule control, and project management of small fast track and large domestic and foreign projects in a wide range of industries. He is a registcred professional cnginccr with a strong background in P\,\l{' and B\'\'R nuclear plants, as well as fossil and hydro plants. Currently, he is the Lead Electrical Engineer on the Brandon Shores fossil powcr plants FG D projcct. Pre\'iously, hc \vas Lead Elcctrical l:nginccr on the r.lassachusetts Highway Dcpartmcnt Ccntral Artery, the r.lBT A Bus r.laintcnancc Facility, Housing Pri\'atization of se\'cral ,\ir Forcc and Army Bascs, and misccllancous ongoing commcrcial and industrial projects. His duties include pcrforming electrical calculations and prcparing elcctrical e(luipmcnt and construction specifications, system designs, construction support, and contract management. He prepared the design modifications for the Control Building Air Handling system at the Seabrook Nuclcar Station, performed major electrical calculations for the l\lillstone Nuclear Station, Units 2 and 3, and evaluated the adequacy of electrical systems in sc\'cral buildings for a Fortune 500 Telecommunications Company. i\t Stone & \Vebster Mr. Eskinazi has scrvcd in sevcral capacities. As Project l\[anager, he succcssfully completed the design, enginecring, and construction of a photovoltaic solar plant, and a study for licensing, engineering, and construction of a Modular High Temperature Gas Reactor plant. He was in chargc of all engineering and construction services for the TV A Scquoyah Nuclear Plant and the electrical construction and piping certification at the l\lillstonc N uclcar Plant, Unit 3. He was also the Project Engineer on the Beaver Vallcy Nuclcar Station, the Lead Elcctrical Engincer on a fcasibility study for the expansion of two hydroelectric plants, and Specialist for transformcrs, station distribution systems, and lighting systems. He served as Liaison Electrical Engineer at the North Anna Nuclear Station, coordinating the activities of the engineering, construction, and client organizations Prior to rejoining Stonc & Webstcr Engineering Corporation (Stone & \'\'ebster) in 1995, l\Ir. Eskinazi workcd for Boston Edison Company. As Chief Engineer, he directed and supelTised all electrical enginccring activities for all fossil and combustion turbine gencrating stations. Hc was responsible for the design, procurement, constmction, and tcsting of a 4-80 V double-ended substation. Hc also managed several modifications for thc Pilgrim Nuclcar Station. Pre\'iously, 1\[r. Eskinazi worked at Burns & Roc, [nc. as an Electrical Engineer and Field Liaison Engineer on a nuclear plant. Hc was also a rield Engincer at Bechtel Corporation where his responsibilities included cnginccring, dcsign, and pre-operational testing of fossil and nuclear plants. He worked in the Industrial Department of Raytheon, where his responsibilities increased from layout drafting and dcsign to performing calculations and preparing specifications for industrial projccts. l\Ir. Eskinazi is a Lecturer at Northeastern Uninrsity for e1cctrical engineering courscs. Hc also published a paper for thc Edison Electric Institute on the Installation and Opcrating Expericnce with Adjustablc Spced Drivcs, and developed as well as taught a \vorkshop on managing small fixed price contracts. Relevant Experience 09/1995 -Present, Lead Electrical Engineer, Shaw Environmental & Infrastructure Directed the cntirc elcctrical cngineering and design for Flue Gas Desulphurization (FGD) project for randon Shores Units 1 & 2. The scope includes the extcnsion of 230kV transmission lines, the addition of several power transformers (60/80 !'vIVA, 15/20!'vIVA, and smaller), SHAW ENVIRONMENTAL. INC. NESSIM S. ESKINAZI 06C122006T e -' <( <fJ o "'- o '" "'- en I >- "'- o w " <( "'- w -' >- >= w :r: >- z o z o >= u 0: >- <fJ W '" W :r: >- o >- ei en ~ >- w w :r: en en I >- z o o w Z <( >- z o u <( >- <( o "'- o w '" ::> en o -' U en o '" o w en ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES power distribution centers including 13.8kV, ..J-.16kV and ..J-80V sw'itchgear, underground ductbanks, etc. He also provided electrical support for the design of a lift station, a 7,OOOft long limestone and gypsum material handling (conveyor) system, a waste \vater treatment facility, and other auxiliary systems. Developed project schedules and cost estimate. Prepared system design criteria and specifications. The following is a summary of key projects: Project Manager, South Boston Piers Transitway Project, MBTA, Boston, MA, 02/2000 - 06/2006. Design and Construction of a [\[aintenance Facility for electrical/ diesel and compressed natural gas fueled ..J-O ft and 60 ft busses Accomplishments: Designed, supported construction and start-up of the electrical power, lighting, fire detection and gas detection systems, including prm'isions for [-lazardous Class I, Di\'ision 2 locations. Project Manager, New Haven Diesel Shop Reconstruction, Connecticut Department of Transportation, Boston, MA, 09/1998 - 12/2000. [\[odify existing maintenance facility for trains. ,-\ccomplishments: Designed modifications to the diesel shop, the train washer system, the normal and emergency electrical distribution systems, and the gas detection and monitoring system in Class 1, Division 2 areas. Project Manager, Maritimes and Northeast Meter Stations, M&N Gas Company, Maine & MA, 09/1999 - 03/2000. Design and construction support for twelve gas metering stations in [\[aine and t\lassachusetts. Accomplishments: Designed and supported construction of the gas metering stations, including the electrical, controls and instrumentation systems and the electrical selTice to each station. Project Manager, Clayton Gas Compression Station, North Carolina Natural Gas Company, Boston, MA, 01/1999 - 03/2000. Design and Construction of a . . compression gas station. SHAW ENVIRONMENTAL, INC. 06C122006T Accomplishments: Established the Class 1, Division I and Division 2 Hazardous Classifications for plant areas, and designed the entire electrical distribution system for two 1800 hp compressor stations, including the sen'ice entrance, grounding, interior and exterior lighting, and cathodic and lightning protection systems. Prepared the procurement specifications for UPS, emergency generator, motor control center, and pO\ver distribution switchboards. Performed bid evaluations and prepared the electrical and instrumentation installation specification. PrO\'ided support for construction and . . . . station commlsston111g. Project Manager, Nantucket Compost Facility, Waste Options Nantucket, LLC, Boston, MA, 07/1998 - 12/1999. Design/build first of a king compost facility. ;\ccomplishments: Directed the engineering, design, construction management, testing and start-up of the electrical and process control work, inclucling the design of the electrical distribution throughout the plant. Project Manager, Seabrook Station, Northeast Utilities, Seabrook, NH, 04/1997 - 07/1997. Design and construction of modifications to nuclear plant. Accomplishments: Directed the electrical and control system design for the Control Building Air Handling System. Prepared schematic diagrams, sized feeder cables, and circuit breakers, re\'ised ,'endor drawings and calculations to reflect the installation of new chillers and auxiliary systems. Project Manager, Delaware City Compression Station, Eastern Shore Natural Gas Company, Delaware City, DE, 01/1996 - 03/1997. Design and construction of a natural gas compression station. Accomplishments: Designed the entire electrical distribution system for the station. Preparcd the procurement specifications for UPS, standby generator, power distribution switchboards, powcr panels, motor controllers, and electrical installation. Performcd bid evaluations, and NESS 1M S. ESKINAZI 2 . -' 0{ VJ a a. a '" a. VJ I >- u. a UJ co 0{ a. ~ >- >= UJ I >- Z a z a >= u ii: >- VJ UJ '" UJ I >- a >- .~ VJ !!l >- UJ UJ I rJ) VJ I >- z a o UJ z ;;: >- z a u 0{ >- 0{ o u. a UJ '" :::l VJ a -' u VJ o '" a UJ VJ :::l . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES prm'idecl support for construction and station commlsslon1l1g. Project Manager, Maine Yankee Atomic Power Station, Maine Yankee Atomic Power Company, Barth, ME, 02/1996 - 01/1997. Design and construction of modifications to nuclear plant. Accomplishments: Directed the onrall electrical and control design of modifications to the Atmospheric Steam Dump and the High Energy Line Break Systems. Project Manager, Millstone Nuclear Plant Units #2 & 3, Northeast Utilities, CT, 09/1995 - 01/1996. Perform and update calculations for major electrical eqU1pment. Accomplishments: Re\.iewed calculations for sizing im'erters and \.ital bus feeder cables for Unit 3. He also performed a dynamic analysis of the ..J- k\' and 6 k\' safcty relatcd motors under accident conditions, for Unit 2, using the E'L\P computer program. Project Manager, Hawks Nest-Glen Ferris Hydro Plants, Union Carbide, Glen Ferris, WV, 03/1975 - 11/1975. Feasibility study for expanding existing hydro plants. i\ccomplishments: Pcrformed a study to detcrmine the feasibility of expanding the hydroelectric gcncrating capacity of the existing Hawks Nest and Glen Ferris plants up to 40 1\[\'\'. Prepared alternate schemes for 25 Hz and 60 Hz generation and order-of-magnitude construction cost cstimates for the most promising arrangements, including transmission and switching facilities. Senior Electrica[ Engineer, Reliability Improvement Program, Fortune 500 Telecommunications Company, Boston, MA, 09/1995 - 12/1995. E\'aluation of the elcctrical distribution system at scveral sites of a Telecommunication Company Accomplishments: Performed short circuit calculations, evaluated the design adequacy of the electrical distribution system at SHAW ENVIRONMENTAL, INC. 06C 122006T several sites, and made recommendations for Improvements. Project Manager, Comanche Peak Stearn Electric Station, Unit 1, Texas Utilities, Dallas, TX, 06/1986 - 12/1988. Reviewed major electrical calculations. Accomplishments: Reviewed major electrical calculations and system design for the sequential loading of the emergency diesel generators, DC batteries and battery chargers, short circuit, and \'oltage profile calculations. Validated the entire plant lighting system, including IOCFR50 .Appendix "R" recluirements. 12/1988 - 09/1995, Lead Electrical Engineer, NStar (previously Boston Edison Company), Project Engineering Department, Boston, MA As Lcad Elcctrical Enginecr 1\[r. Eskinazi dirccted and supen'ised the Electrical Group \vhich was accountable for the engineering, procuremcnt, and installation of thc electrical work in support of the l\fystic and Ne\v Boston fossil stations, and the l\fedway combustion turbine stations. Thc \vork includcd implementing state-of-thc- art technologies for data acquisition, communication, protective relaying, large adjustable speed dri\'es (ASD), UPS, 13.8 k\',..J- k\', and ..J-80 V s\vitchgear, motors, and powcr distribution systems. Pcrformed load flow, voltage profile, and short circuit calculations, using thc DAPPER and i\-Fault programs. Electrical Engineering, Pilgrim Nuclear Station, Pilgrim Nuclear Station, Plymouth, MA, 12/1988 - 12/1991. Provided electrical support to the operation of the Pilgrim Nuclcar Station. Accomplishments: 1\fanaged several modifications at the Pilgrim Nuclear Station which brought the unit in sen'ice after the NRC shutdown. Designed a radio transfer scheme to test the diesel generator and other modifications in compliance with Station Blackout Rulc IOCFR50.G3. NESSIM S. ESKINAZI 3 e ..J <{ (/) a a. a a:: a. (/) I >- u. a w CJ <{ a. ~ >- >= W I >- Z a z a >= u ii" >- (/) w a:: w I >- a >- ei (/) '!l >- w W I (/) (/) I >- z a o w z ;( >- z a u <{ >- <{ o u. a w a:: ::::> (/) a ..J u (/) i5 a:: a w (/) ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES 06/1986 - 12/1988, Senior Electrical Engineer, Stone & Webster, Electrical, Boston, MA As Senior Electrical Engineer, t\[r. Eskinazi re\'icwcd major electrical calculations and system design for the Comanche Peak - Unit 1 Nuclear Power Plant. He also reviewed calculations for the sequential loading of the emergency diesel generators, DC batteries and battery chargers, short circuit, and \'oltage profile calculations. He validated the entire plant lighting system, including IOCFR50 Appendix "R" retluirements. 06/1987 - 02/1988, Assistant Project Manager, Stone & Webster, Project Management, Sequoyah, TN As Assistant Project J\Ianager, t\[r. Eskinazi coordinated all engineering and construction support services for the Sequoyah Nuclear Plant prestart program. These ser\.ices included analysis and redesign of pipe supports and supports of major components, resolution of integrated dcsign inspcction by the NRC, consulting to the Client management team, and field cngineering sCr\'ices in support of construction. Thc project organization was comprised of 350 engineers and administrati\'e personnel assigned to five office locations and at thc construction site. He also prepared proposals, ncgotiatcd contract and implemented the \\iork under accelerated schedulcs and expedited collection of payments. The following is a summary of key projects: Project Manager, Sequoyah Nuclear Plant, Unit 2, Tennessee Valley Authority, TN, 06/1987 - 02/1988. Prm'ided project management and cost and schcdule controls for enginecring and design contract. Accomplishments: Coordinated all engincering and construction support services for the Sequoyah Nuclear Plant prestart program. Prepared proposals, negotiated contract and implemented the work under accelerated schedules and cxpedited collcction of paymcnts. Project Manager, Workshop for Managing Small Projects, Stone & Webster, Boston, MA, 03/1983 - 05/1984. Developed training workshop. l-\ccomplishments: De\'eloped a comprehensive workshop for training key senior le\'c! employees in the proper management, administration, and execution of small and lump-sum turnkey domcstic and international projects. Developed and implemcnted markcting and operation activitics for the company's Business Devclopment Plan for thc country of South Africa. 02/1986 - 01/1987, Project Manager- Project Engineer, Stone & Webster, Project Management, Austin, TX As Project Manager/Project Engineer, I\[r. Eskinazi directed the technical functions for the engineering and design of a 300 k\V photO\'oltaic solar plant, and controlled the project schedulc and cost. The work scope included the preparation of specifications for etluipment procurement and construction contracts, contract management, and the design and operation of a data actluisition system. The following is a summary of key projccts: Project Manager, City of Austin, TX PV-300, ARCO Solar, Inc., Austin, TX, 02/1986 - 01/1987. Design and construction of a photo\"oltaic solar plant. i\ccomplishmcnts: Directed the technical functions for the cngineering and design of a 300 k\\' photovoltaic solar plant, and controlled the project cost and schedulc. SHAW ENVIRONMENTAL. INC. NESSIM S. ESKINAZI 4 06C122006T . ...i .. U) o "- o c:t: "- U) I >- u.. o w '" .. "- ~ >- >= W I >- Z o Z o >= to 0:: >- U) W c:t: W I >- o >- .~ => U) '!? >- w W I U) U) I >- z o o w Z ;;' >- z o to .. >- .. o u.. o w c:t: => U) '3 to U) o c:t: o w U) => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Andrew K. Fairbanks, P.E. Education I\I.s., Ci,'il Engineering, N ortheas tern University, 1981 B.E., Ci,'il Engineering, University of I\[assachusetts, 1975 Registrations Professional Engineer: Structural, M,\ Relevant Experience 10/2006 - Present, Project Engineer IV, Shaw Environmental & Infrastructure, Inc. Responsibilities include pro,'iding support to client projects and office staff as a senior technical consultant as well as technical proposal preparation including estimating, conceptual design, logistics, and technical \\TI tlllg. The following is a summary of kcy projects: Structural Engineer, Mercer Generating Station, PSE&G, NJ, 01/2007 - Present. In support of the project cstimatc, 0.Ir. [7airbanks dcsigncd thc stiffcncrs for a portion of the Unit I & 2 duct\vork. Civil/Structura[ portion of proposal, Moab Tailings Remediation Proposal, Department of Energy, Moab, UT, 11/2006 - Present. Thc projcct proposal is to cstablish the infrastructurc to relocatc 16 million tons of low level radioacti,'c uranium tailings from Moab, Utah to a disposal ccll site 30 miles away and dcmonstrate the process by moving 2.5 million tons. E,'aluation of se,'eral alternati,'es for excavation and blending of the pile materials were pcrformed as well as determining the most cost effecti,'e and lowest risk method of moving the material to the railhead which is 200 feet above the pile and on the side of a stcep hill. 02/2003 - 10/2006, Project Manager, Del- Jen, Inc, Services, Rolling Hills Estates, CA Project Manager in the services division with projccts ranging from Base Operating Services (BOS) Contracts on military installations to hurricane disastcr relief contracts. The following is a summary of key projects: SHAW ENVIRONMENTAL, INC. 06C122006T Corporate Consultant, Hurricane Katrina FEMA Trailer Maintenance, FEMA, Baton Rouge, LA, 04/2006 - 10/2006. At project startup, Mr. Fairbanks assistcd in setting up subcontracts, the quality control function and e\'aluation, and site logistics. Project Manager, Hanscom AFB BOS Contract, U.S.Air Force, Hanscom AFB, 02/2003 - 04/2006. As Project l'.[anagcr for the Base Operating Contract (BOS) l'.Ir. Fairbanks responsibilities consisted of all aspects of thc operation of the basc infrastructure including . l'.Ianagc the 150 person di,'crse workforce consisting of a combination of union cmployees, professional enginccrs, and busincss staff. . rdaintain o"cr 200 structurcs on base and thc infrastructure that supported them. . Perform and managc dcsign and construction projccts on basc and at the () remotc locations owned b\. the base totaling bct\vcen 5 and 10 million dollars annually. . t\Iaintain thc 800+ landscaped acres . I\Iaintain and pcrform snow rcmm'al for the 12 miles of basc roadways and -1-0 parking lots. . Sta~' within thc ccilings for all 15 contract linc itcms with a total annual budgct of onr S 161'.1. . f\Ianagc the project programming structure for thc base funding relluirements . Train the 2000 military members on base in dcploymcn t readincss . ,\dminister the base housing and dormitory assignment program . Logistics . Quality control . Em'ironmental monitoring and operation of elwironmental cleanup projccts and mitigation efforts Interfacing with the military base leadership as well as the govcrnmcnt ovcrsight team. Accomplishments: Repeated Award Fees in the Excellent Category Awards/Client Commendations: Oel-J en Customer Service Project of the Year 2005 ANDREW K. FAIRBANKS . -' <( Ul o 0. o "" 0. Ul I >- u.. o w '" <( 0. ~ >- ;:: w I >- Z o Z o ;:: u 02 >- Ul W "" W I >- o .~ ::J Ul !Q >- w W I Ul Ul I >- z o o w z ;:;: >- z o u <( >- <( o u.. o w "" ::J Ul g U Ul is "" o w Ul ::J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES 01/2000 - 01/2003, Project Manager, Gale Associates, Civil, Weymouth, MA As Project I\Ianager, I\[r. Fairbanks was responsiblc for the engineering, procurement selTiccs, and construction phase ser\.ices for various public and private projects consisting of athletic complexes, parks, parking lots, roadway projects, and airport facility projects. The following is a summary of key projects: Project Manager, Framingham State College Parking Expansion Project, Framingham State College, Framingham, MA, 08/2002 - 01/2003. The project consisted of a new sidchill parking lot. Mr. Fairbanks' responsibilities included schcmatic design studies of structure vs. at-gradc lot, cost cstimating, design of retaining walls abm"c and below the lot, steam linc relocation, drainage dcsign and tic-in to Mass Highway Route 9 drainage system. Project Manager, Pottle Street Athletic Field Complex, Town of Kingston, MA, Kingston, MA, 03/2002 - 01/2003. The project consisted of the engineering, procurement, and construction phase sCLyices for the site de\"elopment of thc ncw II-field complex including 23 acrcs of grading, drainagc, wetlands replication, fencing, irrigation, parking lots and roachvays, and planning board and conservation commission interface. l\dditional scope included redesign of the entrance road and support of land takings by the Town. Project Manager, Facility Assessment Project, Rhode Is[and Airport Corporation, RI, 04/2001- 09/2001. The project consisted of the assessment of 20 existing buildings at six RIAC airports. Report includcd cost estimates and recommendations regarding rehabilitation and asset prioritization. Mr. Fairbanks performed all inspections and compiled thc report. Project Manager, Newport State Airport Snow Removal Equipment Garage, Rhode Island Airport Corporation (RIAC), Newport, RI, 06/2000 - OS/2001. The project consisted of the engineering, procurement, and construction phase services for a new snow removal cquipment building. I\lr. Fairbanks' responsibilities consisted of the engineering of the new 3000 square foot building, its foundations, and site SHAW ENVIRONMENTAL, INC. 06C122006T improvements and the procurement process finishing with services during construction. Project Manager, Town of Carver Purchase Street Athletic Fields, Town of Carver, Carver, MA, 01/2000 - 11/2000. The project consisted of thc engineering, permitting, procurement, and construction phase services for a ne\v athletic field complex. I\[r. Fairbanks engineered the permitting, field layout, irrigation system, and parking lot. He also prepared the procurement package for the \vork and prm"ided construction phase ser\"ices. 02/1978 - 12/1999, Senior Civil/Structural Engineer, Stone & Webster, Civil/Structural Division, Boston, MA Responsibilities consisted of all aspects of design and engineering including bid document preparation, proposal preparation, technical studies, permitting, client interface, presentations, and technical writing. Thc follO\ving is a summary of key projccts: Senior Civil/Structural Engineer, Mass Highway Department Concrete Bridge Inspection, Mass Highway Department, Boston, MA, 10/1999- 12/1999. I\lass Highway required that all concrete arch bridgcs be inspected in I\Iassachusetts as a precaution after a structural problem develop cd on a similar structure. I\[r. Fairbanks performed inspections of numerous bridges on land and from the water surface bencath as wcll as the superstructure abm"e and compiled inspection results into the report submitted. Senior Civil/Structural Engineer, MBT A Transitway, Massachusetts Bay Transportation Authority (MBT A), Boston, MA, 09/1998 - 05/1999. The project consisted of thc cnginecring, procurement, and construction phase services for the construction of the Silver Line, an underground bus transitway. Mr. Fairbanks provided general support in the procurement and construction phase services portion of the project. Senior Civil/Structural Engineer, Private Fuel Storage Transportation Study, Private Fuel Storage, LLC, Tooele, UT, 06/1998 - 09/1998. The project consistcd of a fcasibility analysis of constructing a 26 mile rail line to a remote location for storage of nuclear waste. Mr. Fairbanks' responsibilities included estimates, ANDREW K. FAIRBANKS 2 . ..i '" (/) o 0. o '" 0. (/) I I- u. o w " '" 0. "j I- >= W I I- Z o Z o >= u 0:: l- (/) W '" W I I- o .~ => (/) '!l I- W W I (/) (/) I I- Z o o w z :;;: I- Z o u '" I- <( o u. o w '" => (/) g u (/) o '" o w (/) => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES route evaluation, drainage considerations, permitting feasibility, land taking e\'aluation, and alternatiH analysis. Senior Civil/Structural Engineer, Nantucket Composting Facility, Waste Options, Nantucket, MA, 03/1997 - 06/1998. The project consisted of the engineering, procurement, and construction of a composting facility on the island of Nantucket. The facility consisted of a large rotating digester, a fabric structure compost building, a biofilter building, and the associated site\vork. t--[r. Fairbanks' responsibilities included the engineering and procurement of the fabric structures and their foundations as well as site de\'elopment and construction phase services. Senior Civil/Structural Engineer, United Parcel Service Windsor Locks, United Parcel Service, Windsor Locks, CT, 05/1992 - 06/1993. The project consisted of the extension of taxiways and ramps to sen'ice a new UPS warehouse facility adjacent to the airport. Also included were drainage design and a glycol reowery system. t--[r. Fairbanks prm'ided civil and structural engineering support during the design and construction phase. Senior Civil/Structural Engineer, Town of Middleborough GIS, Town of Middleborough, Midd[eborough, MA, 08/1987 - 10/1988. The project consisted of creating a digital mapping system for the town. !\lr. Fairbanks worked close1\- with the to\vn and aerial photogrammetry subcontractor in the development of the data and structure for the basic geographic information system. Senior Civil/Structural Engineer, Town of Medway Mapping, Town of Medway, Medway, MA, 02/1986 - 07/1987. The project consisted of aerial photogrammetry and digital mapping of the town of Medway, M1\. !\lr. Fairbanks responsibilities included working with the photogrammetry subcontractor and compiling the information to be included in the mapping files to be delivered to the town. Senior Civil/Structural Engineer, Bridgeport Harbor Generating Station Coal Conversion Project, United Illuminating Company, Bridgeport, CT, 02/1982 - 03/1983. The project consisted of converting the plant from burning oil to burning coal. t--Ir. SHAW ENVIRONMENTAL. INC. 06C122006T Fairbanks responsibilities included the engineering and procurement of the site ci\'il contract, structural steel platform modifications, and general ci\'il/ structural support for the project. Senior Civil/Structural Engineer, Malakoff Generating Station, Houston Power & Light, Malakoff, TX, 09/1980 - 02/1982. Project consisted of the design of the 600 t\l\V lignite-burning power generation station. !\lr. Fairbanks \vas responsible for the engineering and procurement of the miscellaneous buildings and their reinforced concrete foundations. Senior Civil Engineer, Patriot Generating Station, Indiana Power & Light, IN, 05/1980 - 09/1980. Project consisted of the design of the fossil powered generating station. l\Ir. Fairbanks contributed to the generation of the estimate for the fossil powered generating station including structural steel and reinforced concrete sizing and estimating. ANDREW K. FAIRBANKS 3 e u. o w " <( a. ':i >- ;:: W I >- Z o Z o ;:: u ii' >- VJ W '" W I >- o >- ei VJ ~ >- W W I VJ VJ I >- z o o w z ;;' >- z o u <( >- <( o u. o w '" :::> VJ o ..J U VJ o '" o w VJ :::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES John W Finik, P.E. Education B.S., Ci\'il Engineering, Columbia Uni,"ersity, 1980 1L\., Mathematics, Bowdoin College, 1978 Registrations Professional Engineer: Structural, NH Background Summary i\Ir. Finik is a Project i\Ianager and Professional Engineer with more than 26 years of engineering, design, and consulting and project management experience with increasing responsibility gained from a broad range of assignments. He has both performed and directly supelTised engineering, design and construction phase tasks for a variety of utility, municipal, infrastructure and transportation projects. These tasks have included management consulting, operations and maintenance (O&[-..Q consulting, inspection/ e,"aluation of existing facilities, preparation of needs analyses/ feasibility studies, site selection studies and conceptual layouts; the preparation of specifications, contract and bid documents, design calculations, and engineering and construction cost estimates; and the preparation of both manually drafted and C\DD-generated construction drawings. He is also experienced in construction phase engineering, including the preparation of design changes and the evaluation of contractor change recluests and claims, with emphasis on configuration management and claims avoidance. i\S a Project [-..Ianager in the Transportation Department, he is responsible for the day-to-day administration of a ,'arious multidiscipline engineering consulting selTices contracts. His responsibilities include identifying and cultin ting potential new ,vork; developing proposals and presentations; providing technical and administrative direction; coordinating engineering, scope development, schedules, and budget control; cJuality reviews of engineering products; and managing subconsultant services, all under various contract terms including Cost Plus/NTE, Lump Sum and Indefinite Quantity (Task Order) bases. Among i\Ir. Finik's specialties are the execution of General Engineering Consulting (Indefinite I SHAW ENVIRONMENTAL. INC. 06C122006T Ouantit:v/Task Order/On-Call SelTices) contracts, and '- ~ the management of facility design projects. [n both cases, his breadth of experience in all project phases, familiarity \vith technical, commercial and construction processes, and his ability to cJuickly mobilize the necessary project resources and to effecti,"ely manage multidiscipline, multi-firm teams has allowed Shaw to be responsive to client needs while completing and deliYering quality products on schedule and within budget. His facilities experience has been gained in the transportation, utility, institutional and commercial sectors, and ranges from light construction (office buildings, parking garages, hospitals, warehouses and outdoor commuter stations) to hea,"y construction, including ,vater intake structures, hydro powerhouses, higl1\vay and rail tunnel systems, and industrial-gradc maintcnance facilities. [-,,11'. Finik's power industry experience includes nuclear, fossil (coal and gas), and h~'droclectric pO\ver projects, where his rcsponsibilities hm"e included power plant design (new concrete and steel structures, modifications to existing structures, and seismic design/ qualification of structures and electrical raccwa," s\'stcms) and undcrground transmission projects. His infras tructurc engineering experience has been gained from projects related to highway, transit and raihvay engineering, maintenance and warehousing facilities, and transportation agency operations. He has becn responsiblc for a wide variety of tasks for a number of maintenance facility projects for commuter rail and light rail \'Chicles, buses, and higll\vay departmcnt \"ehicles. Relevant Experience Project Manager I, Shaw Environmental & Infrastructure, Inc. Responsible for the day-to-day administration of a various multidiscipline engineering consulting selTices contracts. Responsibilities include identifying and cultivating potential new work; developing proposals and presentations; prO\"icling technical and administrative direction; coordinating engineering, scope development, schedules, and budget control; quality reviews of engineering products; and managing subconsultant services, all under various contract terms. JOHN W FINIK Q e ...i .. en a "- a '" "- en I f- u.. a w '" .. "- ~ f- ;:: W I f- Z a z a ;:: u ii' f- en w '" W I f- a f- ei en ~ f- W W I en en I f- Z a o w z ;;: f- Z a u .. f- .. o u.. a w '" ::::> en g u en is '" a w en ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES The following is a summary of key projects: Project Manager - General Engineering Consulting Services, Massachusetts Turnpike Authority, Weston, MA, 8/2005 - Present. Served as Project t-.Ianager for Shaw's role on a team providing consulting selTices to the i\uthority. Shaw"s rcsponsibility for areas of expertise included geotechnical and foundations engineering; blasting and tunneling; vehicle and equipment maintenance facilities; mechanical, electrical and fire protection; materials engineering, and eIwironmental monitoring. Assisted with conducting thc Triennial Inspcction (condition assessmcnt) of the \'\"cstcrn Turnpikc. Lead Civil/Structural/Architectural Engineer- White Phosphorous Modernization Project, United States Army, Pine Bluff Arsenal, AK, 10/2006- Present. SeITed as Lead Civil/Structural/ i\rchitectural Engincer for this facility modernization projcct. which includes installation of ncw yard structurcs, foundations and proccss equipment, installation of ncw proccss equipment and systems in and associated structural modifications to thc existing building. Project Manager & Technical Consultant, South Boston Piers Transitway Project, Massachusetts Bay Transportation Authority (MBTA), Boston, MA, 11/1998 - Present. SelTed as Project t-.[anager and later as t-.Ianagement & Technical Consultant on a project to prm"idc underground and surfacc tracklcss trolle," sen"ice from downtown Boston to thc South Boston Piers area. Duties include dirccting the multiplc teams designing systemwide elements and the vehicle maintenance facility for this projcct, while coordinating this work with ongoing design and construction (by others) of transil\vay tunnels and stations and adjacent roadways. . The systemwide work includes design and construction phase services for: . Emergency tunnel ventilation; . Signals, communications, tunnel lighting, and emergency fan controls; . Traction powcr and ovcrhcad catcnary for thc vehicles; . A 1.25-mile underground 13.8 kV power line serving the project from an cxisting MBTA switching station. I SHAW ENVIRONMENTAL, INC. o;;C122006T . Dutics include coordinating multiple disciplincs and subconsultants to cxecute a comprehensi'T projcct scopc for the maintenance facility on an accelerated "fast track" schcdule, including: . Gcotechnical and environmental site im'cstigations, including borings . Site topographic sUlTey for design and to support propcrty acqUIsItiOn; . Needs definition and facility programming; . Conceptual and schcmatic design; . Sitc environmental remediation plans; . Preliminary and Final Design (Industrial, Ci,'il/ Utilities, Gcotcchnical, Em'ironmcntal, Architectural, l'vIechanical, Elcctrical, Structural and Landscape Architecturc); and . Construction Phase Engineer Support Sel'\.ices Project Engineer/Lead Civil Engineer, 345KV Transmission Reliability Project, NST AR Electric & Gas Co, Boston, MA, 07/2004 - 10/2005. SCl'\"cd as Project Enginccr and Lead Civil Engineer for thc final coordination and prcparation of bid documcnts for a project consisting of the installation of thrce new 3-+5 kV underground transmission lines employing pipc-typc cablc undcr approximately 16 milcs of roadways through suburban and dcnsely populated urban arcas in thc metro Boston arca. The projcct included construction of a ncw switchyard at thc point of origin and the expansion of l\vo othcr substations at the termination points. i\ third substation had a heat cxchanger installed as part of the projcct scope. Deputy Project Manager, Anderson Regional Transportation Center, Massachusetts Port Authority, Woburn, MA, 08/1997 - 06/1998. Served as Dcputy Project l'vIanager, leading a seven-firm team in the planning and design of a new intermodal transportation center at the Indus triplex site in \Voburn, 1\L-\. The facility combines t-.Iassport Logan Express, l\IBT A commuter rail, and park-and-ride facilities for t-.Iassport, rvlBT f\ and l\lassHighway on a single site. The site included a multilevel parking structure. Constmction of a new multifunction station building, commuter rail platforms, reconfiguration of the existing track and signal system and of the access and site roadway systcms, establishment of safe and cOlwenicnt pedestrian travel patterns and effective parking revenuc collection and control are among the key elements of the JOHN W FINIK D . -' <( (f) o 0. o '" 0. (f) I .... u. o w to <( 0. ":J .... >= w I .... Z o Z o >= u "' .... (f) W '" W I .... o .... .~ (f) ~ .... W W I (f) (f) I .... z o o w z ;:;: .... z o u <( .... <( o u. o w '" ::> (f) 3 u (f) Ci '" o w (f) ::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES project. In addition to management duties, coordinated the preparation of the project's Preliminary Design Report and m"ersaw the preliminary platform, rail and signals design efforts. Project Manager & Engineering Technical Manager, Engineering Design Review Consultant - 190/193 Project Impacts, , Massachusetts Turnpike Authority (MTA), Boston, MA, 09/1995 -12/1997. As Project 1\[anager and Engineering and Design Technicall\Ianager of this task order contract, led a Joint Venture and a 12-firm subconsultant team in reviewing impacts of 1-90/[-93 Central Artery Tunnel Project construction on existing turnpike facilities and operations, as well as functioning as the owner's engineer relative to the future takem"er of the completed C;\/T facilities by the Turnpike. Tasks fell into the general areas of Engineering/Design/Construction Support; Startup /T es ting/Turnover Support; 0&1\ [ Support; Special SeLyices; Safety Sen"ices; and En\"ironmental Sen"ices. Deputy Project Manager & Project Civil-Structural Engineer, Engineering Consulting Services for Construction Assistance - Phases I & II, , Massachusetts Bay Transportation Authority, Boston, MA, 06/1989 - 03/1999. SerYed as Deputy Project r.lanager and also as the project Ci\.il-Structural Engineer for a multidiscipline Engincering Consulting Sen"ices Contract w'ith the MBTA. Assisted Stone and \\'cbster's Project r.lanager by prm"iding technical and administrative direction; coordinating cngincering, schedule, and budget control; cluality rcviews of engineering products; and managing subconsultant sen"ices, all on task-order basis (more than 100 task orders were authorized). Supen"ised or assisted in the preparation of a number of engineering products, including: I SHAW ENVIRONMENTAL, INC. 06C122006T Civil-Structural Engineer, Maintenance Facility Planning and Design, Various, Various, 01/1989- 12/1993. Responsible for a wide variety of tasks for a numbcr of maintenance facility projccts for light rail \"ehiclcs, buses, and highway department \"ehiclcs. Tasks included needs analyses, site selcction, facility programming and space allocation analysis, master planning, and facility layout and design. Elements of these projects included civil! site design, architectural and structural engineering, facility arrangements, and selection of mcchanical systems and special equipment. Functional elemcnts of the facilities included site circulation, \'Chicle storage, \'Chicle maintenancc and/ or repair, parts storage, and administrative and support areas. Projects includcd: . Greater Cle\'Cland Rcgional Transit ,\uthority - New 5th District Garage . Town of Barnstable, r.[assachusetts - Vehicle r.[aintenance Facility Design . Town of Plymouth, r.lassachusetts - DP\\' r. laintcnancc Facility . l\mT;\ - Lechmcre Green Line l\,laintenance Facilit\. JOHN W FINIK GJ . -' << (/) o 0. o '" 0. (/) I I- U. o w <!l << 0. ~ I- ;::: W I I- Z o Z o ;::: () ii: l- (/) W '" W I I- o I- ei (/) ~ I- W W I (/) (/) I I- Z o o w z ::;: I- Z o () << I- << o u. o w '" ::> (/) g () (/) o '" o w (/) ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES James A. Geihsler, P.E. Civil Engineering Education 1\LS., Civil and Elwironmental Engincering, University of New Orleans, 1999 B.S., Agricultural Engineering, University of Florida, 1997 Registrations Professional Engincer: Ci\.il, L\ Background Summary 1\[r. Geihslcr is a rcgistered Civil Enginccr with Shaw Coastal, [nc (SCI). Prior to his \vork with SC[, he was employcd at a civil engineering firm in New Orleans and prO\'ided professional consulting selyices to numerous public and private clients throughout the Gulf Coast region for m'er 6 years. His areas of expertise include municipal, railroad, and roadway design, as \vell as watcr resources and wastewater engineering. Mr. Geihsler holds a 1\L S. in Ci\.il and Environmental Engineering and a B. S. in Agricultural Enginecring. At the Uni\'ersity of Florida, he conccntrated in bio-process engineering and biological waste treatment. At the Uni\'ersity of New Orleans, he completcd a M.S. degree w'ith a concentration in hydraulics and hydrology including use of S\'\]\[r,[ and UNET models. Relevant Experience 1997 - Present, Civil Engineer, Shaw Environmental & Infrastructure, Inc. Project Manager for Ward 7 Levee Project, Terrebonne Levee and Conservation District- Project consists of Engineering, Design, preparation of plans and specs and Construction Management for approximately 10 miles of levee rcconstruction and improvements for flood protection in Terrebonne Parish, Louisiana. Project Engineer Corps of Engineers West Bank River Levee- Nairn to Empire- Preparation of Stability Report and Plans for raising the Nairn to Empire Hurricane Protection levee including modifications to the levee alignment, right-of-way drawings, plans and specifications and cost estimates. SHAW ENVIRONMENTAL, INC. 06C122006T Project Engineer for S&WB of New Orleans Projects: -Upgrades to Sewer Pump Station No. 17, 23, New Michoud Blvd. Sewer Force Main, and Upgrades to West Bank Treatment Plant - Prepared Design Rcports and Preliminary Drawings for projects awaiting final appronl after Hurricane Katrina. The lift station upgrades include new wet wells, new pumps, discharge piping and force main. Lift station tasks include development of pump system curves, selection of pumps, preliminary drawings and specifications. Treatment Plant tasks include preparation of preliminary plans for sc!ection of new sodium hypochlorite metering systcm and belt press. Project Engineer for City of Gretna Projects - Raw Water River Intake System -Phased rcnovation and installation of new pumps and discharge piping of thc city's sole intake system while maintaining operation; Sizing and sc!cction of ne\v pumps, preparation of design dra\vings and spccifications and O\'ersight through construction. \'\'ater Tower Replacement - Prcparation of plans and specifications for demolition and remO\'al of an anticlllatcd water tower and rcplaccment with new 2.50,000 gallon watcr to\ver, and o\'crsigh t through cons truction. Gulf Coast High Speed Rail Corridor - Ongoing study to identify improvements including sidings and turnouts neccssary to increase capacity in multi-state rail corridor. Preparation of cost estimates and conceptual le\'c! imprO\Tmcnts. Unwatering the City of New Orleans, Post-Katrina- Tracked existing and temporary pump capacity, identified \vater sheds, and project timeframcs for dewatering the areas of New Orleans East and St. Bernard Parish Project Engineer for New Orleans Museum of Art Sculpture Garden - As part of development of outdoor sculpture garden, prepared drawings and specifications for site work consisting of utilities, paving, drainage, and alignment of the historic amusement train, and oversight through construction. JAMES A. GEIHSLER, P.E. e .,j <( <J) o a. o 0:: a. <J) r >- u. o w to <( a. ~ >- >= w r >- z o z o >= u DO >- <J) w 0:: w r >- o >- ei <J) ~ >- w w r <J) <J) r >- z o o w z <( >- z o u <( >- <( o u. o W 0:: => <J) g u <J) o 0:: o W <J) => e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Eric W. Johnston, P.E. Why Selected as Key Personnel for Contract . Developed computer programs to determine live load forces . Nearly 30 years experience on large infrastructure design projects Education B.S., Civil Engincering, Southeastern University of 0.[assachusetts, 1977 Postgraduate Studies, Structural Engineering, Old Dominion Uni\'ersity Registrations Professional Engineer: Structural, FL, GA, MA, VT Professional Engineer: Ci\'il, cr, 0.L\ Background Summary i\[r. Johnston has ovcr 29 ~Tars of cxpericnce in thc engineering industry. He \vas assigned to infrastmcturc projects in 1992. Currently, as a Senior Lead Stmctural Engineer is responsible for i\[assachusctts lligl1\va~' Department (MI-[D) bridge projects, and design of expanded polystyrene (EPS) block filled structures along with the constmction phasc scrvices for the [-90/[-93 Southbound Interchange Project. Thc l\Il-[D bridgc projects include the rating of stcel truss bridges; rating of a three hinged steel arch bridge, the rating of four concrete arch bridges and the design of a through girder bridge over the Boston and 0.[aine (B&l\f)/0.[assachusetts Bay Transit [\uthority (0.nrL\) railroad superstructure rcplacement. He was responsible for the bridge elemcnts of the Vermont Agency of Transportation (VTrans) Engineering Services Contract and design of a 120 ft steel through girder bridge and the transition picr for the railroad spur over the Tehuacana Creek, as part of the TXU Electric, Big Brown Steam Elcctric Station Rail Spur. He was responsible for supervising the final design of 12 miscellaneous bridges including the design of six multi- span prestressed, precast, concrctc bulb-tee stringer bridges ranging from 90 ft to 440 ft long for the [-90/1- 93 Southbound Interchange Project. He was, also, responsible for the design of numerous tcmporary bridges for this project including the superstructure dcsign of 20 span, 1800 ft long composite concretc-filled steel grid deck and girder \'iaduct and for the construction phasc sC1Tices for this \'iaduct. He was also responsible for the design of Albany Street and Ramp Q interchange steel box girder bridge and developing the interchange structural geometry for concrete transitions between surface roadway and tunnel. [\s a Senior Structural Engineer, he \vas responsiblc for the development of a computcr program that dctennines the livc load force in thc truss members of a bridge for standard AASHTO and i\[assachusetts-specific truck loads, including truck trains. This program is used in the rating of bridges. i\lr. Johnston has been responsible for the de\'elopmcnt of thc design criteria, geometry, and preliminary dcsign aspects of the Personal Rapid Transit Test Track Guideway. He has been responsible for the schematic design alignment and \'ehiclc geomctrics of the i\lBT.\ South Boston/Fort Point Channel Transitway Projcct, a 1.5-mile underground, articulated trollcy bus transportatlon systcm. 0.11'. Johnston has been a Cost Account l\Ianager for several nuclear plant facilities. As a Cost I\ccount i\[anager, he is responsible for the schcduling of work, engineering, and the design cost of the facilities that he manages. He has also becn an Assistant Lead Enginecr on a nuclear project. He has performcd \'arious types of dynamic analysis including e(luivalent static, response spectra, and elasto- plastic impact analysis. These analyzes ha\'e been performed for several nuclear power plant projects. These analyzes range from sub-system building analysis to commodities (cable tray and conduit) support systems, to hazard analysis (including the effects of high- energy pipe breaks and tornado missile on building stmctures). He has been responsiblc for thc design and evaluation of many types of stcel structures, including the design of support systems for conduit and cable trays, work SHAW ENVIRONMENTAL. INC. ERIC W JOHNSTON 06C 122006 T e -' -< rJJ a ll. a '" ll. rJJ I f- u. a UJ '" -< ll. ~ f- ;:: UJ I f- Z a z a ;:: u ir f- rJJ UJ '" UJ I f- a f- ei rJJ '!l f- UJ UJ I rJJ rJJ I f- Z a o UJ z :;c f- Z a u -< f- -< o u. a UJ '" ::> rJJ g U rJJ o '" a UJ rJJ ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES platforms, and miscellaneous lifting beams and rigs. He has been responsible for the evaluation of crane construction installation; television studio lighting support grid, and evaluation and specification of restorations for a 1923 ele\"ated water tower considered a local historical landmark. He has also been responsible for the design of several steel buildings ranging in size and complexity for a nuclear power plant project. Relevant Experience 01/1998 - Present, Senior Lead Structural Engineer, Shaw Environmental & Infrastructure, Inc. Responsible for the bridges, depressed highway sections, miscellaneous supporting stmctures, and the design of expanded polystyrenc (EPS) block filled structures. Responsibilitics also include project management, providing construction support services for client projects, business de\"elopment and prcparing technical portions of design engineering and constmction support proposals. The following is a summary of key projects: Project Manager & Senior Lead Structural Engineer, 1-90/1-93 Interchange 1-93 Southbound, Central Artery/Tunnel (CA/T) Project, Massachusetts Highway Department, Boston, MA, $16,682,709.25, 11/1993 - Present. As a Task Leader/Senior Lcad Structural Engineer, hc is responsible for the construction phasc scrviccs of 10 miscellaneous bridges, six depressed highway sections (boats), transition structures, and temporary bridges along with a stormwater pumphouse for the I\[assachusetts Highway Department associated \vith Constmction Contracts C09C I, C09C4 and C09C2 of the Central Artery/Tunnel Project. He is also responsible for the design of eight expanded polystyrene (EPS) block filled structures, ranging from 90 fcet to 450 feet long. A zero balance method is used to determine the amount of EPS for each stmcture. The EPS is designed to withstand all vertical loads and lateral loads, including wind and seismic. 1-\S a Task Leader/Senior Lead Structural Engineer, he was responsible for supervising the final design of 12 miscellaneous bridges and transition structures for the Massachusetts Highway Department associated with I SHAW ENVIRONMENTAL, INC. 06C122006T Design Contract D009C of the Central Artery Project. \,rork includes: The design of six multi-span bulb-tee, prestressed, precast concrete stringer bridges ranging from 90 ft to 440 ft long. 1. Developing the structural geometry for those portions of the interchange that transition between surface roachvay and tunnels. These concrete transitions follow the roadway geometry, both horizontally and \"ertically, including superelevations to provide a structure with safety walks, and earth retaining walls. The complexity of these structures range from a single ramp to two mainline ramps and five merging ramps. 2. Design of the Albany Street and Ramp Q interchange bridge \vhich combines a 2-lane city street and a \vide I-lane interchange ramp. The geometry of this 2-span bridge includes 2 diverging, diametrically opposing cllLTed horizontal alignments resulting in a common span to the north and 2 separate spans to the south that form a "Y" in plan. Three designs were developed, a cast-in-place postensioned concrete box girder superstructure, a steel box girder with a dapped end superstructure and a stcel tloor beam superstructure. The tloor beam superstructure was constructed. 3. The design of eight expanded polystyrene (EPS) block filled structures, ranging from 90 foot to 450 foot long. A zero balance method is used to determine the amount of EPS for each structure. The EPS is desif:,rned to \vithstand all \"erticalloads and lateral loads, including wind and seismic. He was responsible for the design of numerous temporary bridges for this project, including the superstructure design of the Interim Viaduct of Albany Street (IV AS). This is a 20-span, approximately 1800-ft- long viaduct with spans that range from 53 ft to 104 ft. [t is a steel girder, concrete filled, steel deck composite design. .Also, was responsible for constmction phase services for this viaduct. Accomplishments: Developed and produced 100% drawings for IV AS in a span of 10 weeks from Notice to Proceed (NTP) that resulted in less than 1% contractor claims against the $12-million construction budget. ERIC W JOHNSTON D . ..; .. m o 0- o 0: 0- m I l- lL o W '" .. 0- ~ I- ~ W I I- Z o Z o ~ u ii' ?- m w 0: W I I- o I- .~ m ~ I- W W I m m I I- Z o o w z ;;' I- Z o u .. I- .. o lL o W 0: => m g u m o 0: o w m => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES A wards/ Client Commendations: BLS\V Responsiveness, Dated August 29, 1996 C-\/T Performance Recognition, dated October I, 1997 Project Manager & Senior Lead Structural Engineer, General Engineering Services, Various, Vermont Agency of Transportation (VTrans), Various locations in Vermont, 11/1999 -12/2005. As Project Manager/Senior Lead Structural Engineer, is responsible for two bridge deck replacements. The bridge projects are: the final design of a 375 ft., 5 span, 2-lane steel girder bridge for US 5 over r 91 located in Hartland, Vermont, and the preliminalT design of a 331 ft.,4 span, 2-lane steel girder bridge for US 5 over r 91 located in Putney Vermont. Both projects require the complete replacement of the deck while maintaining traffic across the bridge, reuse of the superstructure steel, and the reduction in the number of expansion joints ill the deck :\ccomplishments: O\Trall Consultant Performance Evaluation Rating of Excellent for both the llartland and Putney projects. SHAW ENVIRONMENTAL, INC. ERIC W. JOHNSTON 3 06C122006T e ei (f) ~ f- W W I (f) (f) I f- Z o o w z ;;' f- Z o (,) .. f- .. o U- o W 0:: ::J (f) g (,) (f) is 0:: o W (f) ::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Eric K. Kramer, P.E. Education B.S., Ci,'il Engineering, University of South Florida, 1990 Registrations Professional Engineer: AL, FL Background Summary -' .. (f) o a. o 0:: a. (f) I f- u- o w l!l .. a. ~ f- ;:: W I f- Z o z o ;:: (,) ii' f- (f) W 0:: W I f- o f- ~[r. Kramer is a registered profcssional enginccr with 1 (i ycars of progressi\'e expcrience in cngineering design, construction oversight and project management of em'ironmental and ci,'il projects. I-[is project participation has included performance of field tasks, as \vell as ovcrall project planning and scheduling that accomplish project goals within schedule and budget. He has the knowledge and expcrience to apply innO\'ati,'e remedial and im"estigati,'c technologies to reduce project costs, while exceeding project goals. [\[r. Kramcr is a prm'en hands-on cngineer that can asscss a difficult situation, communicate with a client and regulatory agency to deri\'e a mutual acceptable solution. [-Ie has taken projects from the initial ill\'estigatin: stage through development of a project exit strategy consistent with the client's goals. 1\Ir. [varner's project experience includes all aspects of remedial assessment, design and cons truction. ,\s a senior enginecr he has formulated remedial strategies for numerous sites, written design documents and supen'ised thc cons tructlOn. Relevant Experience OS/2003 - Present, Engineer 4, Shaw Environmental, Inc. Contract Manager for FDOT District III: As Contract 1\[anager for FOOT District [Il, 1\1r. Kramer supelTiscs all aspects of environmcntal work pcrformed for this contract. 1\[r. Kramer has supervised the completion of asbestos sutTeys for 83 bridges in the district, as well as several structures. In addition, he has managed the removal of three l2,OOO-gallon underground storage tanks (USTs) in support of roadway construction and coordinated petroleum- contaminated soil screening and disposal in support of new utility construction. SHAW ENVIRONMENTAL. INC. 06C122006T Program Manager; Private Retail Client: 1\[r. Ivamer supen"ises compliance permit re,'icw for a nationwide retail client that has stores throughout the United States. In this role he manages a staff of approximately 20 personnel that re,"iew proposed remodels to the stores and e,'aluates the remodel elements ,vith respect to federal, state, and local permit relluirements. 1\[r. Ivamer provides overall management of this $1\[ per year program including technical guidance, regulatory coordination and architect design recommendations. 08/2001 - OS/2003, Senior Engineer, ARCADIS, North Palm Beach, FL Project Manager/Engineer, Petroleum-Impacted Sites: Mr. Ivamer assumed project manager/ engineer responsibilities for numerous petroleum impact sites in 1\[iami-Dade, 13roward, Palm Beach, Orange, Bay, 1\[artin and Escambia Countics for private owners and State assigned sites. \\'orking with the responsible party he devised a cost effective remedial strategics that provided timely cleanup, while minimizing impact to operating businesses. 1\[r. lvamer employed remedial strategies such as air sparge concurrent with \"acuum extraction, direct oxidation through injection wells, Natural ,\ ttenua tion l\ [onitoring and biosparging. Project Engineer, FDEP DryCleaner Program: 1\[r. Kramer worked as project engincer for se\"Cral State Dry Cleaner Program sites. He formulated remedial strategies consisting of enhanced reducti,'e dechlorination for sites ,vhere the groundwater ,vas impacted by chlorinated sokents, and "acuum extraction and surgical exca,"ation for sites impacted in the unsaturated soil zone. His practical approach reduced remedial costs, while effecti,'ely cleaning up the sites. I-Ie wrote the remedial action plans, supen'ised their implementation and documented site acti,'ities in periodic monitoring reports. 10/1998 - 08/2001, District Environmental Manager/Project Manager, PSI, Inc" Riviera Beach, FL Project Manager/Engineer; Talisman Sugar Farm Assessment and Remediation, Belle Glade, FL: 1\lr. [varner served as project manager and engineer for the investigative and remedial phase of several Everglade sugar farms. Mr. Ivamer coordinated material, ERIC K. KRAMER, P.E. . -' 0< rn o "- o a:: "- rn I >- ~ w '" 0< "- ':J >- >= W I >- Z o z o >= u ir >- <f) w a:: w I >- o >- .~ rn !Q >- w W I <f) <f) I >- z o o w z :;: >- z o U 0< >- 0< o u. o w a:: => rn g u rn o a:: o w rn => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES manpower and the analytical aspects for the assessment of over 20 sugar farms as part of the Everglades Forever Act. Once assessment activities were completed, ~Ir. Kramer formulatcd a remedial strategy that \vould allow the state to grant a SRCO. Contaminants of Concern at the sitcs included arscnic, chromium, Icad, pctroleum hydrocarbons and pesticides. All farms were assessed and remediated within the proposed schedule and budget. 04/1996 - 10/1998, Project Manager/Engineer, OHM Remediation Services Corp., Clermont, FL Project Engineer Downtown Orlando Chlorinated Solvent Project: Project engineer for the constmction of a soh-ent remediation s\'stem in dO\vntO\vn Orlando. Responsibilities included development/ certification of a ~IOT, roadway replacement design and construction, coordination with FOOT & City of Orlando, supetTising and dirccting 4,000 fcct of dircctional drilling, procurement of a below grade railroad crossing pcrmit, ,'ault layout and constmction, pipe fusing, equipment selection and procurement and system layout. Coordinated all drilling activities and utility conflicts. Pcrformed systcm operational testing, which includcd PLC controlled VFD pump and motors, air strippcr modification and startup testing. Project Manager/Engineer, FDOT Sites, Jacksonville, FL: ~Ir. Kramcr sctTed as projcct manager and engineer for petroleum-impacted sites in the FOOT 2 right of way. He designed remedial systems that incorporated groundwater recovery, air sparge injcction/vacuum extraction, HOPE barrier liner installation, horizontal rccovery wells and bio-piles. He supelTised construction of remedial systems and wrote RAPs summarizing the remedial design and supervised constmction of the remedial systems. Mr. Kramer's work for the District also includes general civil construction work, which was used during the demolition of the Duvall Street Bridge. Project Manager/Engineer, FDOT District I EMO: tvIr. Kramer was responsible for identifying potential environmental impacts to roadway activities. Once potential impacts to roadway work were identified, Mr. Kramer formulated an investigative plan and coordinated implementation of the work. During his work for FOOT District I work he has successfully removed numerous underground storage tanks, designed and implemented remedial strategies that mitigated impact to roadway construction acti,'itics installcd piping and rcplaced pa,'cment. As project manager he cithcr wrote or revicwed reports documcnting thc work whether investigative or remedial in nature. As a registered professional engineer Mr. 1vamcr confers with the FDEP or local environmental regulatory agency as needed to ensure environmcntal activities will not create future liabilities for the District at a later date. Mr. Kramcr's practical approach to soh'ing complcx cnvironmental impacts to road,vay constmction rcduces costs, while providing solutions. Project Manager/Engineer; FDOT District VII: r.1ost of the work pcrformed by r.1r. Ivamer in this District was in a high population density area with residcntial ncighborhoods nearby the impacted arca. This fact created ne\v challenges associated \vith formulating and implementing a remedial strategy. [n addition to standard dewatering and impacted soil exca,'ation, r.1r. Ivamer employed dircctional drilling, wastc solidification and disposal, and rcmedial dcsign based on groundwater modcling of the contractor dewatering systcm to achie,'e the District's goals. r.1r. Kramer also performed regulatory coordination of thc cnvironmental aspects of the Districts road\vay work. [n addition, r.[r. Kramer wrote and/ or revie\ved all reports and documentation regarding site illYestigati,'e and remedial acti,.ities, which was forwarded to the FDEP and local county environmental regulatory programs when appropriate. Project Engineer; Morris Road Landfill, Jacksonville: ~1r. lvamer provided engineering support for the construction of a groundwater remediation system. The remedial system included groundwater recovery wells, controls, water treatment system, connection to sanitary pipe for discharge, as well as detcntion pone\. This project required considerable planning and engineering due to the site topography, proximity of residential development and length of piping. During construction of the remedial system Mr. 1vamcr interfaced with local, state and client representatives to permit the proposed construction and maintain good lines of communication. SHAW ENVIRONMENTAL, INC. 2 ERIC K. KRAMER, P.E. 06C122006T e -' '" lI) a Cl. a 0:: Cl. lI) I >- u. o w '" '" Cl. ~ >- >= W I >- Z a z a >= u a: >- lI) w 0:: w I >- a >- ei lI) '!? >- w W I lI) lI) I >- z o '" w Z ;C >- z a u '" >- '" '" u. o W 0:: :::l lI) g u lI) o 0:: a w lI) :::l e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES 03/1994 - 04/1996, Lead Engineer/Project Manager, Groundwater Technology, Inc., Pensacola, FL Project Manager/Project Engineer; Gulf Power Remedial Project, Panama City Florida: I\[r. Kramer served as project manager and engineer for a groundwater and soil remedial system constructed at the Panama City Gulf Power Plant. The remedial system incorporated an innovati\'e steam injection, groundwater recovery and vapor extraction systems. Although the remedial system was designed by others, I\fr. Kramer recognized the system could be down-sized \vithout sacrificing operation capability, which saved the client approximately $200,000 over the proposed construction costs. Mr. Kramer managed this project, as well as performing engineering oversight, report documentation and as-built drawing certification. The project was completed on schedule and within budget. Project Engineer, Petroleum-Impacted Sites (North Florida): I\Ir. Kramer setTed as project engineer for the design and implementation of a remedial strategy to cleanup petroleum-impacted sites for Escambia/Santa Rosa Counties. His duties included pilot testing, design, reporting, construction and operation and maintenance of numerous petroleum-impacted sites. Remedial strategies consisted of air sparge injection, \'acuum extraction, groundwater reco\'eIT, soil exca\'ation, bioaugmentation, oxidation, fixation and solidification and stabilization. During the design process 0.fr. Kramer would calculate friction losses, piping alignment and sizing, selection of pumps, blowers and compressors, fate and transport modeling, infiltration gallery design, roadway replacement design and NPDES and other permit preparation. As the engineer of record he would supervise the remedial system construction and once completed prepared and sealed Record Drawings. He also supervised all engineering aspects of these projects including preparation of bid documents, conduct bid meetings, bid review, contractor selection, supetTise construction and permitting. Once the remedial system became operational Mr. Kramer would supen'ise the system operation and maintenance activities, trouble shooting and prepare reports documenting site activities which were submitted to the regulatory agencies for approval. SHAW ENVIRONMENTAL, INC. MC 122006T 10/1990 - 03/1994, Engineer/Project Manager, Law Companies, Tampa, FL Project Engineer; JSC Jacksonville Landfill: Mr. Kramer was the project engineer for design of a new Class I landfill for the JSC Corporation. I\[r. Kramer assisted \vith the site selection, cell sizing and permitting for the landfill. He designed multiple cells including the side slopes, liner and geotextile selection, leachate collection system, stormwater management system, weigh system and ingress/ egress roadways. Several computer software applications \vere utilized to evaluate leachate formation, stormwater routing and detention pond sizing. Mr. Kramer formulated a geotechnical testing program to ensure the existing soil mechanics \vere adec]uate for landfill construction. He also assisted in the hydrogeologic testing of thc aCluifer, so that a groundwater monitoring program could be implementcd that met the FDEP rcquirements. I\[r. Kramer also formulatcd the construction bid documents. I\lr. Kramer completed the scopc of work on schedule and under budgct. Project Engineer; East Pasco Landfill, Pasco County: I\h'. Kramcr provided construction O\'ersight for the closure of a Class I County landfill. The county landfill closure design specificd placement of a clay cap and \Tgetati\"c O\'erburden. I\[r. Kramer O\'ersaw the clay pit selection and certification, QA/QC testing for pcrmcability and physical parameters, and documentation of construction methods. During closure acti\"ities it \vas discO\"ered that previous assessment was not complete and the waste extended beyond the cap limits. Mr. Kramer performed additional assessment to detcrmine the extcnts of waste, and designed and permitted a modification to the cap which cxtcnded over the new waste boundary. Upon completion of the cap, Mr. Kramer prepared a construction report documenting closure activities and issued Record drawings. I\1r. [vamer completed the scope of work on schedule and under budget. ERIC K. KRAMER, P.E. 3 e ..; <( <J) a a. a Q: a. <J) I f- u. a w '-" <( a. ~ f- >= W I f- Z a z a >= u ii: f- <J) W Q: W I f- a f- ei <J) '!1 f- W W I <J) <J) I f- Z a o w z ;;: f- Z a u <( f- <( o u. a w Q: ::J <J) a ..J u <J) o Q: a w <J) ::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Stephen T. LaMonica. P.E. Education 1'\I.S., University of Pittsburgh, 1983 1\I.B.:\., Suffolk Uninrsity, 1981 B.E., Ci\.il Engineering, Northeastern University, 1980 Reg istrations Land Surveyor: 1'\1.-\, 1'\[E Professional Engineer: 1\L-\, 1'\rE, TX Title Y System Inspector, 1\1.\ Background Summary 1\Ir. La1\Ionica joined Shaw E & I (Stone & \'(Iebster) in September 1979 as a Senior Drafter in the Structural Division and was successively promoted to his present position of Lead Senior Ci\.il Engineer in the Infrastructure Group. Currently he is in\"(>!ved in the project managemcnt and design of various ci\.il engineering projects. His cxperience includes site de\'elopment and real estate transactions for industrial clients, military bases and commcrcial and private real estate \"etlturcs. He has 30 years of progressive experience in civil engineering profession for project management and design. In his current assignment as a Project Engineer he is responsible for thc planning, design and construction coordination acting as the owner's cngineer of a multi-discipline multi-tlrm team. Mr. La1'\Ionica's experience on civil engineering projects includes: . The analysis of storm water run-off for pre- construction and post-construction conditions for multiple storm frequencies and the design of storm water systems including detention and retention facilities. . The analysis and design of sanitary sewerage systems for municipalities and commercial applications. . The analysis and design of parking facilities for maximizing capacity and eftlciency including the traftlc flow and storm drainage. . Corridor alignment projects for railroads, highwars and utilities such as electric and gas transmission lines. This experience includes analysis optimizing routing, SHAW ENVIRONMENTAL. INC. 06C1220061 real estate costs and aC(luisition and em'ironmental permtlt1l1g. . Experience in the profession of land surveying. This includes the supervision and execution of boundary surveys, residential and commercial subdivisions, topographic and mapping slllTeys and em'ironmental permitting and layout slllTeys for utility design and cons tructlon. . Experience in property deed and title research, deed development and easement takings including the development of plans to be recorded at the registry of deeds. . Development of plans for certitlcation by the Land Court of the Commonwealth of 1'\Iassachusetts. . Experience in construction management as a Resident Engineer on municipal projects. These projects include storm drain, sanitary sewer and water distribution utilities. . Experience as a Resident Engineer on airport runway and utility construction. . Involvement in the de\'elopmcnt of databases used for the design of \"arious mapping and ci\.il enginccring projects utilizing automated design and i\1'\Ij Fl\l-G IS applications. In addition to civil enginecring projects his experience also includes analysis, design, detailing and checking of stcel and reinforced concrete structures of the types used for nuclear and fossil fueled power plants. He is also familiar with many structural computer analysis programs. Prior to his S\,\'EC affiliation as a registered professional engineer and registered land surveyor l\Ir. La1'\Ionica was im'olved with a \'ariet:y of civil engineering and land slllTeying projects for \vell-known consulting engineering tlrms. He was a supervisor at Eastern Land Survey Associates and a Project 1'\Ianager at BSC Engineering. Relevant Experience 01/1986- Present, Project Manager, Shaw Environmental & Infrastructure, Inc. . [\s Senior Lead Ci\.il Engineer, Infrastructure Group, he is responsible for the project management and design of many civil engineering and mapping projects utilizing automated design applications. This experience includes the supervision of the preparation of contract drawings and specifications, schedules and cost estimates by multi-disciple multi-firm design STEPHEN T. LAMONICA e -' .. (J) o a. o '" a. (J) I >- u. o w '" .. a. ~ >- >= w I >- Z o Z o >= u ii: >- (J) W '" W I >- o >- ei (J) !!l >- w W I (J) (J) I >- z o Cl w z ;;: >- z o u .. >- .. Cl u. o w '" OJ (J) g u (J) Ci '" o w (J) OJ e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES teams. He also has extensive experience in the coordination of projects with client and owner staffs and the responsibility for contractor coordination. . As Intergraph Registered Consultant in G.LS. and mapping, responsible for designing G.LS. systems for clients utilizing t--.IGE/t--.IGA software in addition to client training. . As Intergraph Registered Consultant in A.E.C. products, he is responsible for in house and client training and software support and development for the automated civil design software InRoads. . t--.Iicro-station and VAX-based Intergraph CAD systems were utilized for G IS, tax mapping, utility route design, site design, and other ci\"il/structural projects using [ntergraph software such as LG.D.S., INROADS and A.P.O.P., as well as other computer graphics capabilities such as ,\utoC,\D and IBt--.I CADAt--.lj CATL\. The following is a summary of key projects: Project Manager, Big Brown Steam Electric Station, TXU Electric Company, Fairfield, TX, 07/2000- Present. As a Project t--.[anager he was responsible for the preliminary engineering and routing of a 30 mile railroad to supply coal to B.B.S.E.S. The project included interface with consultants for permitting land sU1Teying and R.O.\". acquisition and client interface. He facilitated the de\"elopment of cost estimates with cJuantity de\'elopment of the proposed railroad. . Project t--. [anager duties included a multidiscipline design coordinating corporate engineering resources in order to complete the engineering design including; hydraulic analysis, drainage and culvert design, highway design and relocation, right-of-way requirements and acquisition, public information meetings, railroad operations evaluations, railroad design, bridge design and coal unloading structure design. Duties also included bid package creation of contract dra\vings and specifications, pre-bid conference, bid review and analysis, procurement services and construction management support. Project Engineer, Silver Line Vehicle Maintenance Facility, Massachusetts Bay Transportation Authority, Boston, MA, 04/2001- 09/2005. As a Project Engineer, was responsible for the design and engineering of the Silver line maintenance facility. The maintenance facility was developed to maintain and store 76 60-foot articulated buses. The facility will service SHAW ENVIRONMENTAL, INC. 06C122006T dual mode (diesel and electric) and Compressed Natural Gas (CNG) buses. The construction schedule for the maintenance facility was compressed due to vehicle delivery. [n order to minimize the construction duration the project was let in two contracts; one for site, utility and roadwork and the second for the remainder of the facility and equipment procurement. Project Engineer, Yucca Mountain Project Railway System, Yucca Mountain, Yucca Mountain, 04/2000 - 06/2000. As a Project Engineer he was responsible for the evaluation and analysis of the Yucca t--.Iountain railway system to document and recommend resolutions for operational and maintenance issues. Project Engineer, Big Brown Steam Electric Station, TXU Electric Company, Fairfie[d, TX, 01/1995 - 04/2001. As a Project Engineer he was responsible for the preliminary engineering and routing of a 30 mile railroad to supply coal to B.B.S.E.S. The project included interface with consultants for permitting land sUlTeying and R.O.\\!. accJuisition and client interface. He facilitated the development of cost estimates with lJuantity de\'elopment of the proposed railroad. Senior Civil Engineer, Monticello Steam Electric Station, TXU E[ectric Company, Mt. Pleasant, TX, 01/1995 - 09/1995. As a Senior Civil Engineer he was responsible for the design and engineering of a I ~()() railroad interchange to supply coal to t--.LS.E.S. He was coordinated field and support engineering and land surveying activities for the condensed project schedule. He was responsible for interfacing with client and railroad engineering staffs for project execution. Civil Engineer, Hansom Air Force Base, United States Air Force, Lexington, MA, 02/1994 - 01/1995. As a Civil Engineer he was responsible for the design, application and maintenance of a base-wide ,\t--.ljFM- G IS project for the design of various civil engineering projects for base improvements. These duties included the coordination of data input from base information, including geodetic control. Senior Engineer, Dover, City of Dover, Dover, NH, 02/1991- 12/1991. As a Senior Engineer he was responsible for the design and implementation of a multidisciplinary municipal GIS for the City of Dover, STEPHEN T. LAMONICA 2 e -" << U) a a. a '" a. U) I f- ... a w " << a. ~ f- ;:: W I f- Z a z a ;:: u (i' f- U) W '" W I f- a f- ei U) '!? f- W W I U) U) I f- Z a o w z ;;: f- Z a u << f- << o ... a w '" ::> U) g u U) o '" a w U) ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES New Hampshire. The project included denloping work-flO\vs for the incorporation of data from various sources into the G IS. In addition he was responsible for training city personnel in the use and updating of thc G IS along with automatcd civil design software. Structural Designer, Beaver Valley Power Station Unit No.2, Duquesne Light Company, Project Location, 07/1981- 04/1987. As Structural Designer he was responsible for the documentation, maintenance and design of calculations for the fuel and decontamination building for the Duquesne Light Company, Bea\'er Valley PO\ver Station - Unit 2. In addition to concrete and steel design, responsibilities included using computer analysis to design electrical conduit supports and to determine the adequacy of embedded steel plates subjected to support loadings. 01/1985 - 01/1986, Supervisor, Eastern Land Survey Associates, Inc., Peabody, MA . As SupelTisor - Survey Departmcnt, responsibilities included the following: . Supcr\'isor of field and office sUr\'ey personnel responsible for assigning and monitoring the completion of work. . Project r.[anager responsible for the completion of \'arious civil engineering projects. . Design of residential and commercial civil engineering projects including roadway and drainage design. . I\ttendance at mectings of regulatory authorities for project review and apprrwal. 01/1979 - 01/1984, Project Engineer, Stone & Webster, Stoughton, MA Duquesne Light Company, Beaver Valley Power Station - Unit 2 Guly 1981 to Jan 1983). \'(lorkcd as Structural Designer in the Structural Group of thc site engineering officc at Beavcr Valley Power Station - Unit No.2, Shippingport, Pf\ for Ducluesne Light Company. Responsibilities included steel and concrete design, resolving structural interferences with other disciplines, handling contractor's quality controls re(luests for information, electrical conduit support design, drafting production, and general site engincering responsibilities. During l\Iarch and April of 1983, on loan to work for the Houston Lighting & Power Company designing drainage and other structures for the l\Ialakoff Power Station. Virginia Electric Power Company Gan 1981-July 1981). Worked as Designer attached to the task force evaluating masonry block walls for Virginia Electric Power Company's North Anna and Surry Power Plants. Responsibilities included using computer analysis to determine the ade(luacy of masonry block walls and remodeling inade(luate ones. DuringJune of 1983, on loan to \vork for the Virginia Electric Power Company at their Chesterfield Power Station during a pO\ver outage. Responsibilities included engineering support for the replacement of a damaged boiler column. Azzawiya Oil Refining Company (Dec 1079 to Jan 1981). \\'orked as Designer in thc Structural Group for the ,\zzawiya Oil Refining Company, [nc., Ethylene Project at Ras Lanuf, Libya. Responsibilities included steel and concrete design and drafting production. Indianapolis Power and Light Company (Sept 1979 to Dec 1979). Worked as Senior Draftsman in the Concrete Group of the Structural Division for the Indianapolis Power & Light Company, Petersburg Station - Unit No.4. SHAW ENVIRONMENTAL, INC. STEPHEN T. LAMONICA 3 06C122006T e ..; <( U'J o a. o a:: a. U'J I >- "- o UJ Cl <( a. "j >- >= UJ J: >- Z o z o >= u "' >- U'J UJ a:: UJ J: >- o >- ei U'J !Q >- UJ UJ J: U'J U'J I >- z o o UJ z ;;: >- z o u <( >- <( o "- o UJ a:: :::> U'J g U U'J o a:: o UJ U'J :::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Eileen M. London Education t\LS., Urban Affairs, Boston Uni,'CrsitT, 1989 B.S., Em'ironmental Design, Uni,'ersity of t\lassachusetts, 1981 Background Summary [\[s. London is a Senior Lead Environmental Scientist with over 27 ycars cxperience in resolving regulatory issues and managing multi-disciplinary environmental projects. t\[s. London has extensi,'c expericnce in environmental planning/ permitting/licensing, em'ironmental impact asscssment and mitigation, directing rcmediation projects, facility siting, and construction management. Hcr management and technical skills have been demonstrated on over 45 projects that include utility/transmission lines, highway and roadway projects, energy (nuclear and fossil) /industrial facilities, rcmediation sites, major wastcwater treatment facilities, and water supply facilities. During her career with Shaw, t\ls. London has served in various capacities with increasing len~ls of management responsibilities for projects invoking a wide range of environmental issues, permitting and licensing challenges, and multidisciplinary coordination efforts during all phases of project completion including planning, design and construction. She has prepared and coordinated numerous environmental impact documents (EA, EIS, FONSI, EIR, fSAR), permit and licensing applications, and cnvironmcntal documcnts to support construction activities for a ,'ariety of projects in t\Iassachusetts, Nc,'ada, Minnesota, Virginia, \\'cst Virginia, IO\va, etc. Recently, t\[s. London managed and prepared the environmental sections for two Independent fuel Storage Installation (ISfSI) Certificates of Need in Minnesota. These documents, one of which has been approved, followed [\unnesota Rulcs. Shc also assisted in the development of a scope and estimate for an Early Site Permit Application for two new nuclear units at an existing nuclear power station site and a study to evaluate alternatives for supplying the future cooling water needs of the proposed new units and the existing plant. She also performcd a Siting Study for a confidcntial client to site up to four new nuclcar units in Texas. t\ls. London has held key positions in planning, permitting, conceptual design, and construction projects in t\[assachusetts. She managed the preparation of scveral volumes of the Facilities Plan, and was a member of the transition team ,vhich successfully moved the project from dcsign to construction. She completed an eleven-year field assignment to Deer Island as the l\utigation Compliancc Supervisor and Regulatory Compliance t\lanagcr for the t\[assachusctts \'(Tater Resources I\uthority's (M\\'RA) Boston Harbor Cleanup Project. She also supervised appronl and renewal of nearly 400 regulatory agcncy permits and licenscs required to support the court-ordcred construction schedule. She scoped and managed impact assessments on several em'ironmcntally sensiti,'e project components. p,ls. London also recently, completed a permitting plan and em'ironmental impact documents for a 345 kV electric line in the Boston Area. As part of this project she also de,'eloped an Em'ironmental J\lanagement Construction Plan. Shc also complctcd an Environmental .Assessment and FONSl for the Non Stockpile systems Contract which addressed thc impacts of constructing and operating a treatment systcm for DL and QF Nutralent at a TSDF in Ne,'ada. Ms. London has also managed three Remedial Action Contracts (RAC) with the US Army Corps of Engineers/NE Oi,'ision where she managed staff and budgct for a TSC-\-compliant cleanup of a building that will be convertcd into a museum. She has also prepared an Operations and p,Iaintcnance Plan for a Supcrfund Site in Massachusetts and prepared and managed the preparation of closc out documcntation for several remedial action contracts. She is currently managing the operations and maintenance at a superfund site in Massachusetts, which includes monitoring the site to ensure the integrity of the capped landfill is maintained and G\,(!, surface water sampling to track contamination. In addition, l\[s London has managcd two CERCL\- compliant Fivc- Year Reviews of superfund sites to ensure remedies at the sites are functioning as intended. \Vhich shc has managed includes preparation of a SHAW ENVIRONMENTAL. INC. EILEEN M. LONDON 06C 122006T e ei V) !!2 t- UJ UJ I V) V) I t- Z o o UJ z 4' t- Z o u << t- << o "- o UJ 0:: ::J V) g u V) o 0:: o UJ V) ::J . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES CERCLA-compliant Five- Year Re\'iew at the site for USEPA and Operation and Maintcnance of the sitc under l\lassachusetts Department of Environmental Protection. ...i << V) o a. o 0:: a. V) I t- "- o UJ '" << a. UJ -' t- t= UJ I t- Z o z o t= u ii' t- V) UJ 0:: UJ I t- o t- l\ls London also has extensivc experience in em'ironmental compliance during construction and construction management. On the Boston Harbor Project, she directed Ci\I staff performing environmcntal compliance inspections and permit monitoring, which included NPDES rcporting, and noise, and traffic monitoring to maintain compliancc with mitigation agreements and pcrmit conditions. She was also rcsponsible for verifying that construction contractors were in compliance with contract requirements pertaining to issues such as hazardous waste management, noise, erosion and sedimentation control, etc. Similarly, Ms. London managed the Environmental Compliance Program for a water supply project cncompassing 18 milcs of decp rock tunnel, ..J- major shaft locations, se\'cral drop shaft locations and 2 co\'ered storage locations. Shc is currently managing the cnvironmental compliance program for the North Dorchester Bay CSO Projcct for thc l\lassachusetts \,\'atcr Resourccs :\uthority. Relevant Experience 01/1981 - Present, Lead Environmental Scientist, Shaw Environmental & Infrastructure, Inc. Environmental Compliance Manager, North Dorchester Bay CSO Tunnel, Massachusetts Water Resources Authority, Dorchester, MA, 12/2005 - Present. :\s Environmental Compliance Manager, responsible for ensurc contractor compliance with all cnvironmental permit conditions, regulations and commitments for this SlOO million constmction project which includes an 8,500-linear foot (If) long, 20-foot diameter, precast lined soft-ground tunnel mincd with an earth pressure balance machine (EPBl\f) undcr Boston city streets. Work also includes the constmction of seven cut and cover di\'ersion stmctures, a 100 million gallons per day (mgd) pump station, an odor control facility and the installation of approximately 5,625 If of IO-inch diameter ductile iron cement mortar lined (DICL) force main to be constmcted in tight urban street and utility settings. Reviewed at 90%, 100% and SHAW ENVIRONMENTAL, INC. 06Ct22006T Bid Construction Specifications and prm'ided comments to thc design engineer. Revicwcd and commented on contractor submittals for materials handling, erosion and sedimcntation control, noise, hazardous materials, storm water, etc. Also responsiblc for managing thc cnvironmental inspection staff and resoking all em'ironmental non compliance issues. Project Manager, Nyanza Chemical Waste Dump Superfund Site, 111351, Massachusetts Department of Environmental Protection, Ashland, MA, 10/2004 - Present. Coordinates quarterly inspection / maintenancc and semi-annual grounchvatcr monitoring activities at the Nyanza Chemical Waste Dump Superfund Site to ensure that the Remedy at the site is functioning as recluired. Each inspection includes conducting routine maintenancc and recommendations for repairs. :\n Inspection Report is prcpared and submitted to MADEP for approval. Grouncl\\;ater Sampling is conductcd on 16 \vclls and the terminal manhole. Surfacc water sampling, scdimcnt sampling and soil sampling arc also conducted periodically. Samples are validatcd and a sampling report is prcparcd for l\L\DEP review following each e\'ctlt. :\Iso managcs long-tcrm wctland monitoring at the sitc to \'crify thc functionality and cstablishmcnt of wetland arcas. DRC Manager, Hurricane Rita Disaster Relief Contract, FEMA, Liberty TX, 10/2005 - 10/2005. l\Ianaged operations and logistics of thc Disaster Rcgistration Center in Liberty Texas follmving Hurricanc Rita. In coordination with FEMA, setup and managed a mobile center which included Small Busincss Administration, crisis counseling, and State of Texas Emergency Rcsponse Team. Assistcd victims with application processing, status follow up, ami other disaster relief serviccs. Supervised and managed temporary labor force; mobile living units for staff and all equipment (computer banks, satellite phonc system, trailer units, etc) and logistics for and demobilization of the mobile unit. Interfaced effectively with Federal, state and county emergcncy management personnel in the daily operations of the unit. Provided reporting to Shaw Houston Office f\lanagement Information Center and FEMA documenting daily site activities, statistics, safety issues and unit needs. EILEEN M. LONDON 2 e ~ <( (/) a Cl. a 0:: Cl. (/) I f- u. a w '" <( Cl. ':J f- ;:: W I f- Z a z a ;:: u ii' f- (/) W 0:: W I f- a f- ei (/) !!2 f- W W I (/) (/) I f- Z a D w Z :,' f- Z a u <( f- <( D u. a w 0:: :J (/) g u (/) o 0:: a w (/) :J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Project Manager, Norwood PCBs Superfund Site Five-Year Review, General Services Contract, 103091, U.S. Environmental Protection Agency, Norwood, MA, 04/2004 - 01/2005. Pro\'ided client technical support in conducting a CERCLA compliant Five- Year Review for the site applying strict adherence to OSWER Directive 9355.7-03B-P. Provided an objective review of remedies at the sites and determined the protectiveness of those remedies. The fi\'e-year review comprises se\'eral tasks, which conclude \vith a presentation of findings in a formal report. These tasks include a document re\'iew, site inspection, interyiews, re\'iew of ,\RARs, and preparation of a report. The report discusses site history and background, remedial actions at the site, progress at the site, the Five-year re\'iew process, technical asscssment, issues found, rccommendations, and concludes \vith a statement determining whether the remedy is protectiye of human health and the environment. Lead Environmental Manager, Environmental Licensing Services Regional 345kv System Reliability, 100765, NSTAR Electric and Gas Corporation, Boston, MA, 01/2003 - 08/2004. Responsible for assisting and alkising clicnt in thc selcction and licensing of a 345k\" clcctricallinc routc and an alternati\'e routc for this fast track, fixed price project. Prepared elwironmental comparison and impact sections for the filing to the Energy Facilities Siting Board and managed the deyelopment and execution of the abutter list and public notice. Currently managing and preparing portions of the Enyironmental Impact Report. Also prepared the Elwironmental i\Ianagement and Construction Plan that addressed the many complicated aspects of construction in densely de\'eloped urban areas including contaminated soils, traffic, waste management, dewatering, noise, etc. ,-\dditionallicensing of the route included US ACOE, \'('etlands NOrs, Chapter 91, and coastal zone management. Also assisted in the preparation of Construction Contract documents. Environmental Compliance Manager, MetroWest Water Supply Tunnel Project, Massachusetts Water Resources Authority, Framingham, Massachusetts, 11/1998 - 12/2003. i\Ianaged the Environmental Compliance Program for this major cost reimbursable enginecring and remediation project that encompassed 18 miles of deep rock tunnel, 4 major shaft locations, several drop shaft locations and 2 coyered storage locations. Directed compliance monitoring and inspection of all contracted work including noise monitoring, NPDES sampling and permit condition yerification; coordinated corrective action where relluired; and provided monthly reports to document compliance with permit and contract requirements. Regulatory Compliance Manager and Mitigation Compliance Supervisor, Boston Harbor Project -- Construction Management, Massachusetts Water Resources Authority, Deer Island, MA 08/1990 - 07/2002. Oirectcd comprehensi\'c cngincering and rcmcdiation serviccs on this $3.6B cost rcimbursable contract to provide a ncw 1.3 EGO, secondary wastcwatcr trcatment facility to i\letropolitan Boston. Oirccted thc Ct\I staff and 85 general construction contracts; and coordinatcd all project design acti\'itics, in arcas related to em'ironmcntal compliancc and implementation of regulatory agency requirements and public outreach and also in areas of permitting, hazardous matcrials management, regulatory analysis, impact mitigation and sitc compliance monitoring, inspection and reporting. Supen'ised appro\'al and renewal of nearly 400 regulatory agency permits aClluired to support thc court-ordered construction schedule. Permit management utilized an integrated construction scheduling and permit database software system. l\Iaintained close coordination amongst project dcsign firms, regulatory agencies and the owner. Managed impact assessments and directed project consultants performing environmental impact studies. To expedite remediation of state-listed hazardous materials disposal sites at seyeral project locations, she managcd a remedial design consultant and coordinated all contractor remedial actiyities and compliance inspections. I\lso directcd rcgulatory rcyicw of all plans and specifications at each stage of design, and was responsible for effecting changes where ncedcd to conform the documents to SHAW ENVIRONMENTAL. INC. 3 EILEEN M. LONDON 06C122006T . ...i <{ (f) o 0- o 0: 0- (f) I >- u. o w '" <{ 0- ~ >- >= W I >- Z o Z o >= u a: >- (f) W 0: W I >- o >- .~ (f) ~ >- W W I (f) (f) I >- z o o w z ;;: >- z o u <{ >- <{ o u. o W 0: ::> (f) o -' u (f) is 0: o W (f) ::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES environmental permits, regulatory requirements and mitigation commitments. t\fanaged the preparation of all projcct technical rcsponscs and tracks any corrective actions rcquircd to comply with the technical consultants. Coordinated and re\'iewed environmental studies and reports managed the preparation of Environmental Impact Reports; projcct change notices and other permitting documentation required for environmentally-sensitive facility components. Responsible for project status and compliance reporting for cnvironmental and mitigation non-compliance issues, and Regulatory Compliance Department goals and objectives. Lead Environmental Engineer, Interim Power Supply, K Street Substation to Deer Island, Boston Edison Company, Boston, MA, 10/1988 - 09/1990. i\S Lead Environmcntal Scientist, responsible for identifying and scheduling permitting requirements, identifying cll\.ironmental constraints and managing the preparation of permitting and licensing documentation associated with the installation of a liS kV submarine cable from K Street in South Boston, across Boston Harbor to Deer Island for the construction and operation of new secondary treatment facilities. Prepared Scope of \\'ork and reviewed bids for sampling and analysis of sediment and water quality during construction. Prepared set of permit applications for emergenc~' repair of the cable SHAW ENVIRONMENTAL, INC. EILEEN M. LONDON 4 06C122006T e -' = W I f- Z a z o >= () 0:: f- rn w '" W I f- a f- ei rn '!! f- W w I rn en I f- Z o a w z ;;: f- Z a () rn g () rn is '" a w rn :::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Timothy J. Lynch, P.E. Education B.S., Ciyil Enginccring, Uni,'ersit:y of t\fassachusetts- Lowcll, 197-1- Graduate Courscs, Ciyil Engineering, Old Dominion U niyersity Graduate Courses, Ci,'il Engineering, Uniyersity of Tennessee Registrations Professional Engincer: Ci,'il and Structural, DE, CT, t\L\, t\[E, NC, NH, NY, OH, PA,SC TN, VT, District of Columbia, and Puerto Rico Licensed Construction Supen'isor: t\L\ Background Summary t\[r. I,ynch is a Professional Engineer with more than 33 }'cars of engineering experience. I-Ie has been responsiblc for the enginecring and design acti,'itics on a ",ide range of projects, including structural e,'aluations and condition assessmcnts, seismic risk asscssments, feasibility studies, conceptual design, detailed design, ,'alue engineering, peer reyie\v, constructability l'L','ie\vs, demolition, and construction. Projects ha"e included the assessment, design, modification and repair of embassy buildings, office buildings, uniyersity buildings, industrial buildings, courthouses, post offices, fire stations, libraries, parking garages, ele\'atcd transit systems, bridges, railroad equipment repair facilities, higlnvay yehicle maintenance and repair facilities, airports, nuclear power plants, fossil power plants, hydroelectric stations, dams, transmission towers, and water towers. International projects haye included work in the Dominican Republic, Haiti, Panama, Pakistan, Hungary, and the So,'iet Union. He sen'ed on these projects in se,'eral capacitics, either as Project Manager, Project Engineer (Technical Project Lead), or Lead Structural Engineer. In addition to his projcct work, he has sen'ed as a corporate specialist for Shaw, performing technical reyiews and solving unusual problems in design and construction. In the fall of 2005, he was an active member of Shaw's Hurricane Katrina Responsc Team, leading the SHAW ENVIRONMENTAL, INC. 06C 122006T enginecring assessment teams at the Stennis Space Center and Keeslcr Air Force Base as well as prm'iding structural assessments in New Orleans. In addition to his dutics at Shaw, he has seryed as Structural Spccialist and i\ltcrnate Planning Team l\fanager for the FEMA l\L\TF-O 1 Urban Search and Rescuc Team since 1993. This team of specialists, which includes Caninc Search Specialists, Technical Search Spccialists, Structural Specialists, Heavy Equipment Specialists, l-lazmat/\'\1\[D Specialists, Emergency Care Physicians, Paramedics, and Rcscuc Specialists rcsponds to national disasters such as earthquakcs, hurricancs, massi,'e explosions and terrorist attacks. As a Structural Specialist, he sen'ed at the 1996 ,\tlanta Olympics, the 1999 \'('orcester Firc (12/3/99 thru 12/12/99), at the collapse of the \'('orld Trade Center (9/ II /0 I thru 9/18/0 I), at the Braintree Fore River Shipyard building collapsc and morc recently at the Dam'ers chemical eXplosion. i\t the \'('orcester Fire, collapse of the \'('orld Trade Centcr, Braintrce Fore Riyer Ship}'ard building collapse and the Dam'ers chemical explosion he provided structural assessments and structural m'ersight for search and rescue operations and assisted other Federal, state ancllocal agcncies. He recci,'ccl the Fire l\fark Award from Liberty l\[utual for his actions at the \'('orld Trade Center on 9/11. Prior to joining Shaw, hc was an enginecr for the Federal A\.iation i\dministration, where he was responsible for the design, engineering, and construction of yarious new and upgrade projects in the New England Region. He also worked for the Tennessee Valley i\uthority in the design of powcr plants and the Newport News Shipbuilding and Dry Dock Company in the na"al design and construction program. Relevant Experience 03/1997 - Present, Senior Lead Structural Engineer, Shaw Environmental & Infrastructure, Inc. Responsible for engineering and design actiyities and construction support on a yariety of projects while serying as either Project Manager, Project Engineer or Lead Ciyil/Structural Engineer. Also responsible for proyiding support to client projects and office staff as a TIMOTHY J. LYNCH, P.E. e -' .. (/) o a. o a: a. (/) I >- u. o UJ '-" .. a. ~ >- f= UJ I >- Z o Z o f= () ~ (/) UJ a: UJ I >- o >- ei (/) !!! >- UJ UJ I (/) (/) I >- z o o UJ z ;;: >- z o () .. >- .. o u. o UJ a: ::J (/) '3 () (/) o a: o UJ (/) ::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES tcchnical consultant and prm'iding support for busincss dc\'elopmcnt. Thc following is a summary of kcy projects: Project Manager and Lead Structural Engineer, Repair of Parking Garage, New York Power Authority, White Plains, NY, OS/2004 - Present. Rcsponsibilities includc the visual inspcction, tcsting, assessment, monitoring, preparation of Contract Documents, and the construction managemcnt for thc rcpair of a six lc\'el, prccast concretc, parking garagc. Consultant, Mixed Oxide Fuel Fabrication Facility, U.S. Department of Energy, Savannah River Site in Aiken, GA, 11/2003 - Present. Responsiblc for pcrforming technical rc\.ic\vs of the structural dcsign and prm'iding recommcndations for mccting projcct objectivcs and rcgulatory rccluircments. ,\lso rcsponsiblc for thc prcparation of an cmbcdmcnt dcsign critcria and cmbcdmcnt spccification. Consultant, Building 31, U.S. Army Corp of Engineers, Linde Site in Tonawanda, NY, 06/2004 - 08/2004. Responsible for prm'iding conccptual designs and comparati\'c cost cstimatcs for thc tcmporary support of thc building foundation of a two story masonry and stcel framc building during exca\'ation to mitigatc radiological contaminatcd soil. Consultant and Responsible Structural Engineer, Demolition of Building 14, , U.S. Army Corp of Engineers, Linde Site in Tonawanda, NY, 03/2003- 08/2004. Responsiblc for enluating an existing 172 foot by 182 foot, S..J- foot high, radio logically contaminated building; preparing a dcmolition plan for the surgical demolition of the building; and providing structural oversight during thc demolition. Consultant, NETL Report Identifying Vulnerabilities and Technology Solutions, U.S. Department of Energy, Pittsburg, Pennsylvania, 06/2004 - 06/2004. Prm'idcd cxpertisc on vulnerabilil\' charactcristics of bridgcs and tunnels, mitigation approachcs, and current needs of first respondcrs. Consultant, Utility Tunnel Review, U.S. Army Corp of Engineers, Linde Site in Tonawanda, NY, 09/2003 - 06/2004. Responsible for reviewing the dcsign of a new precast concrcte utility tunnel, resolving SHAW ENVIRONMENTAL, INC. 06C 112006 T quality issues during fabrication of the prccast tunnel, evaluating cracks and dctcrioration in thc cxisting utility tunnels, and c\'aluating the effect of new hea\'y cquipmcnt loads on thc cxisting tunnels. Lead Civil/Structural Engineer, Eastchester Extension Project, Iroquois Gas Transmission, NY, OS/2002 - 06/2003. Responsiblc for dirccting and supcrvising the civil, geotcchnical, and structural enginecring for construction phasc serviccs for l\vo ncw comprcssor stations and the modification of thrcc eXlst1l1g comprcssor stations. Lead Civil/Structural Engineer, Bronx Metering & Regulating Station, Iroquois Gas Transmission System, New York City, OS/2002 - 06/2003. Responsiblc for dirccting and supelyising the ci,'il, geotcchnical, and structural cnginccring for construction phasc selyiccs for a ncw mctcring and rcgulating station to scrvc Ncw York Cil\'. Project Engineer and Lead Structural Engineer, South Boston Piers Transitway (The Silver Line), 602053, Massachusetts Bay Transportation Authority, Boston, MA, 09/1995 - 04/2002. Responsiblc for managing and dirccting Sha\v's acti,'ities and subconsultant activities in pcrforming cnginccring and dcsign for a ncw bus maintcnance facility. The facility includcs a Fueling Building, a Buswash and Dcgrcasc Building, i\laintcnancc Building, Transportation Building, Parking Garagc, surfacc and cmbcdded vchiclc lifts, a dynomometer, cranes, parts handling cquipment, and dicsel and CNG fucling facilitics. Thc facility is dcsigned to maintain and fuel both 60 foot articulated duel modc (elcctric and dicsel) and CNG buscs. Project Engineer and Lead Structural Engineer, Tren Urbano (Transitway in Sanjuan, Puerto Rico), ICA-Miramar Metro San Juan/Tren Urbano Authority, Bayamon, Puerto Rico, 09/1996 - 12/2003. Responsible for managing and dirccting Stonc & Wcbster's acti\'itics for providing principal dcsign and quality assurance sClyices for thc first alignment scction of the S1-billion Trcn Urbano transit project. Stonc & \Vebstcr was the principal consultant to lC,\ !\liramar !\Ietro San Juan, the joint vcnturc of lCA Construction Corporation of Mcxico and !\Iiramar Construction TIMOTHY J. LYNCH, P.E. 2 e ..J <( U) o a. o '" a. U) I I- U- o w CJ <( a. ~ l- e: W I I- Z o Z o e: () a: I- U) W '" w I I- o I- ei U) !Q I- W W I U) U) I I- Z o '" w z ;;' I- Z o () <( I- <( '" U- o w '" ::> U) g () U) is '" o w U) ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Corporation of Puerto Rico responsible for the design and construction of the $69-million Bayamon section of the project. The Bayamon section comprises 2400 meters of elevated structures, plus 2 stations. The project is one of the ftrst federally funded design/build transit projects and is considered a demonstration project for faster, more cost-effecti\'e infrastructure project construction. Accomplishments: Stone & \\'ebster's innovative foundation design reduced the cost of the project by S 1.5 million. Consultant, Damage Assessment for Crane Accident, Harquahala Generating Company, Harquahala, AZ, 04/2002 - 06/2002. Responsible for leading a team of engineers in performing a rapid structural assessment to e\'aluate extensive damage to an existing Turbine Building caused by a crane girder dropped during a crane accident. The assessment included an inspection of structural steel members, connections, and foundations that could ha\T been impacted by the accident, an engineering assessment of issues identifted during the inspections, the identiftcation of members to be replaced or repaired, and repair details and/ or procedures for required repairs. Lead Civil/Structural Engineer, Bronx Metering & Regulating Station, Iroquois Gas Transmission System, New York City, NY, 11/1999 - 04/2002. Responsible for directing and supelTising the civil, geotechnical, and structural engineering for the design of a new metering and regulating station to setTe New York City. Lead Civil/Structural Engineer, Eastchester Extension Project, Iroquois Gas Transmission System, NY, 10/1999 - 04/2002. Responsible for directing and supervising the civil, geotechnical, and structural engineering for the design of two new compressor stations and the modiftcation of three . . . extst1l1g compressor stations. Project Engineer and Lead Structural Engineer, South Boston Piers Transitway (The Silver Line), 602053, Massachusetts Bay Transportation Authority, Boston, MA 09/1995 - 04/2002. Responsible for managing and directing Shaw's activities and subconsultant activities in performing engineering and design for a new bus maintenance facility. The facility includes a Fueling Building, a Buswash and Degrease Building, l\laintenance Building, Transportation Building, Parking Garage, surface and embedded vehicle lifts, a dynomometer, cranes, parts handling equipment, and diesel and CNG fueling facilities. The facility is designed to maintain and fuel both 60 foot articulated duel mode (electric and diesel) and CNG buses. Lead Civil/Structural Engineer, ALNG Plant Modifications, Algonquin Liquified Natural Gas Company, Providence, RI, 02/1999 - 11/1999. Responsible for directing and supervising the ci\'il, geotechnical, and structural engineering and design for the siting allll installation of three new \'aporizers and a new compressor statton. Lead Structural Engineer, Demolition of Building 108, U.S. Army Corp of Engineers, Charlestown, MA, 10/1998 - 08/1999. Responsible for directing and supelTising structural engineering services for e\'aluating the condition of Building 108 at the Charles town Na\'y Yard, recommending demolition methodology, and for determining shoring/ repairs needed to allow mitigation of hazardous materials during demolition. The building contained hazardous materials including asbestos and lead and was Se\Trely deteriorated. Lead Civil/Structural Engineer, Delaware City Compressor Station, North Carolina Natural Gas Company, Delaware, NC, 05/1998 - 05/1999. Responsible for directing and supervising the ci\'il, geotechnical, and structural engineering and design for the siting and installation of an addition to an existing compressor station. Consultant, Terminal E Modernization, Massachusetts Port Authority, Logan Airport, Boston, MA, 11/1997 - 03/1999. Served as a member of a value engineering team which identifted approximately 522,000,000 in potential savings for the S300,000,000 modernization project; led a team of engineers that performed a constructability and claims avoidance review of the design when it was approximately 75% complete; and performed an independent structural review of the ftnal design in 06C122006T TIMOTHY J. LYNCH, P.E. 0 I SHAW ENVIRONMENTAL, INC. e ...i <( CfJ o a. o c:t: a. CfJ I >- u. o w <9 <( a. ~ >- ;:: W I >- Z o Z o ;:: u ii' >- CfJ W c:t: w I >- a >- ei CfJ ~ >- w W I CfJ CfJ I >- z o o w z ~ >- z a u <( >- <( o u. o w c:t: :::> CfJ g U CfJ 6 c:t: a w CfJ :::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES accordance with f\ppendix I of the ~Iassachusetts State Building Code. Consultant, Larsen Hall Investigation, Harvard University, Cambridge, MA, 06/1998 - 11/1998. Responsible for e\'aluating and recommending corrcctivc action for unusual masonry conditions discO\'ered during masonry repairs. Project Manager and Lead Structural Engineer, Garden Street Garage Structural Assessment, Harvard University, Cambridge, MA, 05/1998- 11/1998. Responsiblc for managing and dirccting the \'isual inspection, testing, assessment, and recommendations for repair for a parking garage at 29 Gardcn Strcet. Limited testing was performed to assess the existing concrcte comprcssivc strcngth, prescncc of Alkali-Silica Reacti\'ity, and concentration of \,\iater Soluble Chloride Ion in deteriorated areas. Lead Civil/Structural Engineer, Metering and Regulating Stations, Maritimes and Northeast Pipelines, Maine and MA, 02/1998 - 11/1998. Responsible for directing and supeLyising the civil and structural cnginccring and design for the siting and installation of tweh-e metering and regulating stations. Lead Civil/Structural Engineer, Clayton Compressor Station, North Carolina Natural Gas Company, Clayton, NC, 02/1998 - 11/1998. Responsible for directing and supen'ising the ci\'il and structural engineering and design for the siting and installation of a new compressor station. , SHAW ENVIRONMENTAL, INC. TIMOTHY J. LYNCH. P.E. 4 06C122006T e -' 0< UJ o 0- o a:: 0- UJ I >- u. o w '" 0< 0- W -' >- ;::: W I >- Z o Z o ;::: u "' >- UJ w a:: w I >- o >- ei UJ !!! >- w W I UJ UJ I >- z o o w z <i' >- z o U 0< >- 0< o u. o w a:: ::J UJ g U UJ Ci a:: o w UJ ::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES William O. Martin, P.E. Education l\LE., Ciyil/Soill\lechanics and Foundation Engineering, Cornell University, 1963 B.E., Ci\"il Engineering, Cornell Uni\"ersity, 1962 Registrations Professional Engineer: CiYil, tvL-\, NY, W A Background Summary l\[r. l\Iartin is a professional engineer with m"er 35 years in the area of soil mechanics and foundation engineering. He deyelops subsurface exploration and laboratory soil testing programs to define subsurface conditions and engineering soil properties. He has analyzed and de\"eloped design recommendations for structure foundations, exca\"ations and earth strucnlres, prepared specifications for earthwork, deep foundations, rock anchors, \vaste settling basins, and other site-related work. l\[r. l\Iartin has been project Lcad Geotcchnical Engineer on nuclear power projects, simple and combined-cycle power plants, a pilot plant for atmospheric tluidized bed combustion of coal, Fluc Gas Desulphurization and Selecti\"c Catalytic Reduction systems, and projects to reconvert oil-fired power plants to coal firing. He has worked on projects ill\"oking containment of licluid w'aste and disposal of solid waste, and on a project that successfully remediated an industrial site contaminated by PCBs (polychlorinated biphenyls). l\[r. l\[artin has also been Assistant Project Engineer and Project Manager on a project to design systemwide elements for an underground nllllle! for trackless trolley service from downtown Boston to the South Boston Piers area, now known as the Silver Line. As Project Manager, he coordinated a team of consultants designing traction power, catenary, communications, tunnel lighting, emergency ventilation and a vehicle maintenance facility. The budget for the design was approximately S 12 million. Relevant Experience 07/1973 - Present, Senior Principal Geotechnical Engineer, Project Manager, Shaw Environmental & Infrastructure, Inc. \'('as Lead Geotechnical Engineer on projects to add Fluc Gas Dcsulphurization and Selecti\"e Catalytic Reduction systems at several existing fossil power plants, and a project to develop a commercial real estate site. Responsible for preparing scopes of work for subsurface investigations and inteqJreting the results of the investigations, performing analyses to determine allowable bearing pressures and allmvable pile loads, preparing spccifications for sitework and deep foundations, and e\"aluating results of pile load tests. Thc following is a summary of key projects: Lead Geotechnical Engineer, Air Quality Control System, Chalk Point Station, Units EI and E2., Mirant Mid-Atlantic, LLC, Aquasco, MD, 09/2006- Present. Project includes a Selecti\"c Catalytic Reduction (SCR) system and a Flue Gas Desulphurization system. ,\cc{)mplishments: Prepared specification for a subsurface im"estigation and reviewed results of the ill\"estigation. Reviewed specification for augered cast-in-place concrete piles. Provided recommendations for micropiles to support the SCR. Lead Geotechnical Engineer, Air Quality Control System, Morgantown Plant, Units FI and F2, Mirant Mid-Atlantic, LLC, Newburg, MD, 09/2006 - Present. Project includes a Flue Gas Desulphurization system. Accomplishments: Prepared specification for a subsurface investigation and reviewed specification for augered cast-in-place concrete piles. SHAW ENVIRONMENTAL, INC. WILLIAM 0_ MARTIN 06C 122006T e -' <( (fJ a a. a '" a. (fJ I I- U. a w '" <( a. ~ l- f" w I I- Z a z a f" u 1< I- (fJ W '" W I I- a I- ei (fJ !Q I- W W I (fJ (fJ I I- Z a o w z ;;: I- Z a u <( I- <( o u. a w '" ::J (fJ '3 u (fJ o '" a w (fJ ::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Lead Geotechnical Engineer, Brandon Shores Units 1 & 2 FGD Retrofit, Constellation Energy Group, LLC, Curtis Bay, Anne Arundel County, MD., 07/2006 - Present. The Brandon Shores Units I & 2 FGD Retrofit includes tlue gas ducts, booster fans, tlue gas desulfurization (FGD) system, chimney, reagent preparation area, gypsum dewatering area, transformers, \'arious tanks, limestone storage and gypsum storage areas, and conveyors for limestone and gypsum. Also included are waste water treatment, barge unloading, and cons truction unloading areas. Accomplishments: Re\'ie\ved available subsurface information. Prepared specification for subsurface investigation by a subcontractor. Assigned laboratory soil tests, and re\'iewed draft Geotechnical Data Report. Performed settlement analysis and determined that major structures could be supported on shallow foundations. Developed recommendations for allowable bearing pressure. Lead Geotechnical Engineer, Bridgeport Harbor Station Unit 3 Mercury Control System, PSEG, Bridgeport, CT, 03/2006 - Present. The ~[ercury Control System includes a pulse-jet fabric tilter building, acti\'ated carbon injection silo, tly ash silo, booster fam, ductwork, and transformers. All major structures will be supported on augered cast-in-place concrete piles. i\ccomplishments: Revie\ved a\'ailable subsurface information and recommended locations of additional borings. Performed calculations to determine seismic site class, allowable pile load and (for booster fans) dynamic stiffness of pile foundation. Prepared specification for piles. Revie\ved specification for earthwork. \'\fitnessed test pile installation at ash silo. Reviewed results of pile load tests at PJ FF and ash silo. Visited site during pile installation at ash silo, and recommended ways to overcome pile installation problems at that location. Lead Geotechnical Engineer, Brunner Island Unit 3 ESP & FGD Projects, Pennsylvania Power and Light, York Haven, PA, OS/2005 - Present. Project includes new precipitator sections, chimney, l\vo absorbers, limestone preparation and gypsum dewatering facilities, fans, various tanks, ductwork, conveyors, a limestone unloading facility, and limestone and gypsum stockpiles. All major structures will be supported on augered cast-in-place concrete piles. The limestone and gypsum stockpile areas are at the location of a former tly ash disposal basin. [\ccomplishments: Developed specification for subsurface in\'Cstigation by a subcontractor, assigned laboratory tests on soil and rock samples, revie\ved draft Geotechnical Data Report, evaluated soil properties, performed calculations to determine allowable pile loads and (for booster fans) dynamic stiffness of pile-supported foundation, witnessed pile load tests at precipitator location, and developed geotechnical design criteria. Evaluated methods for providing lateral support of a deep exca\'ation in loose, saturated tly ash. Lead Geotechnical Engineer, Rochester, New Hampshire Commercial Development, Mainely Rochester Pizza, Rochester, NH, 04/2003 - Present. Two restaurants and a car wash arc proposed to be constructed at this site. Highlights include: The site is a former landfill that is underlain by highly compressible peat. \,\'ithout foundation treatment or the use of deep foundations, structures would undergo unacceptably large total and differential settlements. After an initial e\'aluation, a pile foundation \vas recommended because this would eliminate potential settlement problems and \vould permit construction to begin quickly. HO\vewr, the Client considered the cost of a pile foundation to be excessive, and recjuestecl additional alternati\'es is studied. I t was determined that preloading with 10 ft of fill would be effective, provided that at least 3 months were available in the schedule. Settlements would be monitored to determine when the preload could be removed. The buildings would then be supported on mat foundations. Two of the building locations were preloaded for approximately 6.5 months, resulting in approximately 18 inches of settlement at the middle of the preloads. The preload material is to be shifted to the third building location shortly. SHAW ENVIRONMENTAL, INC. 2 WILLIAM O. MARTIN 06C122006T . ...; 0< 'f) o a. o Ct: a. 'f) I >- u. o w '" 0< a. ~ >- >= w I >- Z o Z o >= c.> ii: >- 'f) W Ct: W I >- o >- .~ 'f) ~ >- W W I 'f) 'f) I >- z o o w z ;;: >- z o c.> 0< >- 0< o u. o w Ct: => 'f) g c.> 'f) o Ct: o w 'f) => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Accomplishments: De,"cloped initial recommendations for timber piles (size, lcngth and capacity). Performed settlement analyses to estimatc scttlcments with and ,vithout preloading. Prepared recommendations for preloading and for settlement monitoring program. E,"aluated settlement data and determined when the preloads could be rcmo,"cd. Lead Geotechnical Engineer, Brayton Point Flue Gas Desulphurization and Selective Catalytic Conversion Systems, PG&E National Energy Group, Somerset, MA, 07/2002 - Present. The project ,vill add a Selcctivc Catalytic Rcduction (SCR) system to Units I and 3, and a Flue Gas Desulphurization (FGD) systcm to Unit 3. ,:\n Ash RcC(),"ery Process systcm \V.ill be added to process fly ash and to storc it on site in a l6S ft diameter by 107 ft high concrete dome. Project highlights included: Large lateral and uplift loads on the SCR foundations. Thesc loads wcre resistcd by high-capacity (mostly S()()- kip), post-tcnsioned rock anchors installed to depths of up to 86 ft. The dome for fly ash storage is underlain by soft clay that would cause the dome to settle excessi,'ek. Recommended that the clay be excavated and replaccd \vith compacted granular till. Accomplishments: Prepared scope of work for subsurfacc investigation at the locations of the propos cd systems. Prepared reports presenting results of borings and geotechnical laboratory tests, and preliminary recommendations for foundations and earthwork. Prepared specitlcation for SOO-kip rock anchors, which were successfully installed and tested. Preparcd eartlnvork specitlcation for the ARP system. Lead Geotechnical Engineer, Medway Power Station, Containment Dike for No.2 Fuel Oil Storage Tanks, Excelon Power, Medway, MA, 06/2006 - 08/2008. During an extended period of rainfall, water ponded to a depth of a couple of feet within the containment dikc for two No.2 fuel oil storage tanks. Seepage was noted along the base of part SHAW ENVIRONMENTAL, INC. 06C122006T of the exterior slope of the dike. A zone of dark soil indicating a wet condition was obser;ed to extend laterally beyond the zone of seepage. Client recluested an assessment of the dike condition. Accomplishments: Visited the site to ,"iew the condition of the dike where the seepage had been noted, and concluded that the seepage posed no danger to the dike. Subsequently, examined the entire dike and identified locations where burrows had to be tilled and additional till placed to re- establish the design cross section of the dike. Lead Geotechnical Engineer, Marshall Steam Station FGD Retrofit, Duke Energy, Terrell, NC, 02/2004 - 02/2005. Design and construction of a Flue Gas Desulphurization System for Units 1--1-. Project highligh ts include: Residual soils of moderate compressibility and \"ariable thickncss, undcrlain by partially weathcred rock that is csscntially incomprcssiblc. The thickness of residual soil varied from approximately 2 ft to 30 ft bcneath the location of thc U nit -I- Absorber and thc southcrn part of the i\bsorber Building. This would causc unacceptable differcntial settlcmcnt of thcse structures. This problem was addressed by m"er-exca,"ating (to depths of up to IS ft) the thick sections of residual soil at thcsc locations, and backftlling with compacted crushed stone. ,\ccomplishments: Prepared sketches showing where over-excavation and back tilling with compacted crushed stone was required. Performed settlement analysis of Limestone Preparation Building to demonstrate that over-excavation was not recJuired at that location. Provided input to a specitlcation for drilled shaft foundations to support ductwork, and to a specitlcation for a soil-nail wall for the limestonc unloading facility. Lead Geotechnical Engineer, Kendall Station Repowering Project, Mirant Corporation, Cambridge, MA, 02/2003 - OS/2004. A Demineralized \'Vater Tank designed and constructed by others was found to be out of plumb approximately two WILLIAM O. MARTIN 3 . ..i <( (/) o "- o <t: "- (/) I I- "- o w " <( "- W ..J l- e: W I I- Z o Z o e: u ii' l- (/) W <t: W I I- o I- .~ (/) '!l I- W W I (/) (/) I I- Z o o w z ;;' I- Z o u <( I- <( o "- o W <t: =' (/) g u (/) Ci <t: o w (/) =' . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES \'ears after it was filled. The task was to e,'aluate the potential for additional settlement and for any damage to the tank, which is supported on a concrete mat. Accomplishments: Rc,'iewed a,'ailablc subsurfacc information and settlemcnt data for the tank. Performed analysis to estimate settlemcnt 20 years after the tank was filled. Concluded that settlement across the mat would vary approximately uniformly, and that the mild slopc of the mat would not impair the functionality or thc structural integrity of the tank. Civil Engineer, Detailed Plan of Study for the Study of Alternatives to the Panama Canal, Commission for the Study of Alternatives to the Panama Canal, Panama, 01/1990 - 06/1990. Stonc & \'('ebster was a mcmber of a consortium prcparing a Detailed Plan of Stud:' of i\ltcrnatives to the Panama Canal, for a tri- national Study Commission. ;\ccomplishmcnts: Prepared sections of thc study plan dcaling with Engineering and Cost Estimates. Reviewed summary dcscriptions of canal and noncanal alternatives, ,'isited thc canal, dcscribcd how cngineering fcasibility would be e,'aluated by the Consortium during prescrcening of alternatives, and preparcd a Terms of Reference (scopc of work) for studics by an Engincering and Cost component contractor to evaluate the technical fcasibility and cost of alternati,'cs which sUlTi,'c prescreenmg. Site Manager, Site Assessment for Sludge Dewatering Project, New York City Department of Environmental Protection, Jamaica, NY, 05/1989- 04/1990. Study to determine whether hazardous materials were present at the location of proposed sludge dewatering facilities at the Jamaica \'(rater Pollution Control Plant. Accomplishments: Had O\'erall responsibility for site ill\'estigations that included soil gas sampling, borings, installation of groundwater monitoring wells, sampling of used drum contents and chemical analysis of soil, groundwater and drum contents. Prepared portions of interim report and draft final report presenting the results of the site assessment. Project Manager, South Boston Piers Transitway Project, Massachusetts Bay Transportation Authority, Boston, MA, 01/1995 - 10/1998. Design of systemwide elements for a project to provide underground electric or dual-mode bus selTice from South Station in downtown Boston to the South Boston Piers area. Accomplishments: Directed a team of eight subconsultants. The work accomplished included: GO perccnt design for emergency tunnel ventilation; 90 percent design of communications, tunncllighting, and emergency fan controls; 90 pcrccnt design of traction power and catenary for the undcrground route; 30 perccnt dcsign of the 'Thiclc maintcnancc facility; 30 pcrcent design of an undcrground station and section of line tunnel; c,'aluation of an alternati,'C tunnel route for a Phasc 2 cxtension of the Transitway to mid-town, and gcotechnical and em'ironmental im'estigations. Assistant Project Engineer, South Boston Piers Transitway Project, Massachusetts Bay Transportation Authority, Boston, MA, 04/1998 - 07/2000. Site feasibility study and conceptual design of a maintenance facility at Southampton Street. Accomplishmcnts: \X'ith the project Industrial Engineer, met with Client's t\Ianager of Bus Operations to discuss criteria for the maintcnance facility, including required functions, space requirements, and sitc access. Re,'iewed alternative site layouts and drafts of thc fcasibility and conceptual design reports. SHAW ENVIRONMENTAL, INC. 4 WILLIAM O. MARTIN 06C'22006T e ...i <{ <f) o a- o 0: a- <f) I f- u. o w C> <{ a- ':J f- ;:: W I f- Z o Z o ;:: u "' f- <f) w 0: w I f- o f- ei <f) ~ f- W w I <f) <f) I f- Z o o w z ;;' f- Z o u <{ f- <{ o u. o W 0: :::J <f) g u <f) o 0: o w <f) :::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES James E. Martin, P.E. Why Selected as Key Personnel for Contract . Over 15 years experience conducting and managing electrical and environmental projects . Prepares Feasibility Studies, Contamination Assessment Reports, Remedial Action Plans, Removal Action Reports, and O&M Reports Education B.S., Electrical Engineering, Uni\"crsity of Central Florida, 1991 Registrations Professional Enginccr: FL Electrical Contractor: FL Background Summary J\Ir. l\[artin has o\"er t S years experience in conducting and managing electrical and environmental projects including, design and pcrmitting, softwarc programming and modeling, constmction and technical oversight, operation and maintcnance (0&l\1), and financial and field sClTices management. He preparcs Feasibility Studies, Retluests for Qualifications (RFQs), Contamination Assessment Reports (C\RS), Remedial [\lternativcs E\"aluations (RI\Es), Remedial [\ction Plans (R;\PS), Remm"al Action Reports (RARs), Constmction Completion Rcports (CCRs), and 0&[\[ Reports; supw:ises Rcmcdial ,\ction Constructions (R;\Cs); and evaluates 0&[\[ data. By pro\"iding options for clients when selccting passin full-scalc remedial alternati\'es, [\[r. [\[artin has successfully performed multiple laboratory bench scale studies and field pilot tcsts using enhanced bio-stimulation, bio-augmentation, and chemical oxidation technologies. As both a state-certificd electrical contractor and a state-licensed professional engineer, he is also extremely proficient in power distribution design, conventional control relay logic design, PLC programming, and remote systcm data interfacing and monitoring using rcal-time software telemetry units while specializing in identifying and eliminating field related problems of complex electro- I SHAW ENVIRONMENTAL, INC. 06CI22006T mechanical equipment systems during integration, operation, and start up activities. [\[r. [\[artin has scrved as a team member on a t\vckc- person panel sponsorcd by the [nterstatc Tcchnology and Regulatory Council (rmC). The team consists of state regulators and independent em"ironmental consultants dedicated to bioremediation technology research and de\"clopment. Relevant Experience 2006 to Present, Program Engineer/Environmental Consulting, Shaw Environmental and Infrastructure, Inc., Clermont, FL BP / Amoco Corporation, Petroleum Contamination Site Assessment and Remediation, Amoco #95 Hop-N-Save, Winter Haven, FL. Provided project managcment, field supelTision, consulting selTices and complete report gcneration for remcdial im"cstigations including the site's assessmcnt, remedial action plan (IL\P), RAP construction (Air Spargc SVE), O&l\[ and associatcd fcasibility studies. Facility obtained a site rehabilitation completion order (SRCO) recommending no further action (Nh\) in 2000. Florida Department of Environmental Protection, Petroleum Contamination Site, State Cleanup Program, AG Carriers, Leesburg, FL. Prepared rcmedial design, cOllStmction management, and 0&[\[ services for a state-assigned petroleum contamination site. Initiated startup of a nutrient enhanced bioremediation system (EBS) in 2000 and obtained a site rehabilitation completion order (SRCO) recommending no further action (NFI\) and site closurc in 2004. Florida Department of Environmental Protection, Hazardous Waste Site Cleanup and Dry-cleaning Solvent Cleanup Program Services, Dry-clean USA, Ft Lauderdale, FL. Prepared Remedial Alternati\"es Evaluation (RAE) for both soil and groundwater solvent contamination. Performed multiple technology screening efforts using site applicability, implementability, reliability, adverse impacts, O&M recluirements, estimated cleanup times and overall cost. Recommended soil excavation and volatilization of soil contaminants by vacuum extraction. The recommended groundwater remediation was an in-situ bioremediation JAMES E. MARTIN, P.E. Q -- ..; <( VJ a 0. a oc 0. VJ r >- u.. a w " <( 0. ~ >- >= W I >- Z a z a >= u ii' >- VJ W oc W I >- a >- ei VJ '!? >- w w I VJ VJ r >- z a o w z 4: >- z a u <( >- <( o u.. a w oc ::J VJ a ..J u VJ o oc a w VJ ::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES technology utilizing a series of microbial and nutrient groundwater injections. Currently, a phased technology approach is being successfully implemented to mitigate an array of site halogenated volatile organic compounds. Florida Department of Environmental Protection, Post and Lumber Preserving Plant, Quincy, FL. Prepared and assisted implementation of a remedial action plan for this abandoned wood preserving facility to address off-site wetlands remedial activities. E\'aluated recommendations considering soil remm'al and treatability of arsenic and dioxin using phytoremediation. Phytoremediation pilot study was performed jointly \vith FDEP, Universit:y of Florida and Earth Tech. Bench scale treatability study was performed using chemical oxidation process for PCP in groundwater. i\S engineer of record, logistically planned and executed the remonl of approximately 44,000 tons of arsenic-and dioxin-contaminated soil from a jurisdictional wetland area and residcntial properties adjacent to the facility. Established no further action (NF.\) with institutional controls, Risk Lcwl t\[anagement Option II, per Chapter 62-780.680(2) Florida "\dministrative Code (Fi\C). The Pantry, Inc., Petroleum Contamination Site Assessment and Remediation, Various Locations, FL Project engineer responsible for site assessment, pilot testing, and rcmedial dcsign at multiple petrolcum- impacted sites. Remedial design included natural attenuation e\'aluation by analyzing groundwater geo- chemical parameters, soil vapor extraction, air sparging, and multiphase extraction, bioremediation using Biodyne, Redox Tcch, and PI-IOSter technologies. J\lanaged multiple acti\'e remcdiation systems with full financial responsibilitics including project rcporting, operations and maintenance (O&J\Q, and treatment system evaluation and optimization. US Army Corps of Engineers -Omaha and Mobile Districts, TERC 3, Remedial Actions, MacDill AFB, FL. Provided project cngineering assistance including design modification, operations and maintenance (O&J\,Q, and trcatmcnt system optimization recommendations for an air sparge soil vapor extraction system located at the jet engine test cell (Site 26), a groundwater dual phase extraction system with off-gas catalytic oxidation at former fire training area (Site 23) SHAW ENVIRONMENTAL, INC. 06C122006T and fuel storage area (Site 38). E\'aluated all AFB active treatment systems and pro\'ided engineering recommendations to program engineers and technicians for improving systcm opcrational run times and performancc. Kendall Healthcare, Magellan Project, DeLand, FL. Prepared preliminary electrical design and capital cost cstimates for a $ 12 million construction project including a 61 ,OOO-square-foot expansion of an existing manufacturing plant with injection molding machines used in the production of spring guard syringes. The pre- engineered building included 30.000 s(luare feet of conditioned clean space for the injection molding process, assembly and packaging. Design specifications included restrooms, lockcr rooms, break area, electrical rooms, mechanical rooms, gown rooms, offices, source powcr, distribution power, auxiliary power, and a mcchanical air handling system separate from the rest of the plant. Universal Studios, Inc., Lockheed Martin Launch Test Area Electrical Design, Orlando, FL. Prepared project electrical design including capital cost estimates for a $3.S million former Launch Test "\rea remediation project. Organized, scheduled, and participated in electrical preliminary design meetings with clients and subcontractors. Integrated new equipment process control design to link \vith existing remedial treatment system equipment while comparing conventional, \vireless, and electro-optical technology benefits \vith associated costs. Florida Department of Environmental Protection, Petroleum Contamination Site, State Cleanup Program, Pensacola Terminal, Inc., Pensacola, FL. Produced and implemented complete project e1cctrical design including control logic software and program development, electrical power re(juirements, process and instrumentation documents for a S2.S million multiplc (east and west compound) trcatment systems integration including four 30 hp. air spargc compressors, three 20 hp. SVE blowers, three SOO standard cubic feet per minutc (scfm) thermal catalytic oxidizers, ten existing pneumatic dual phase product and groundwater recovery well pumps. Responsible for all electrical installation, equipment, and instrumentation approvals including the JAMES E. MARTIN, P.E. 2 e -' .. (f) a Q. a c:t: Q. (f) I I- "'- a w <!J .. Q. ~ I- >= W I I- Z a z a >= u a:: I- (f) W c:t: W I I- a I- ei (f) ~ I- W W I (f) (f) I I- Z a o w z ;:;: I- Z o u .. I- .. o "'- a w c:t: ::> (f) '3 u (f) Ci c:t: o w (f) ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES terminals- overall treatment systems start up, operations and maintenance. CSX Transportation Inc., Florida Department of Environmental Protection, Petroleum Contamination Site, Pre-approval Program, Wildwood, FL. Senior Project Engineer for a 73 acre site consisting of three active ]\[ulti-phase Extraction (l\IPE) soil and groundwater treatment systems operating concurrently to provide hydraulic control of area free product. Project estimates indicate that over 850,000 gallons of free product have impacted approximately 190,000 s(luare feet of the site. Currently performing a site geophysical survey using global positioning satellite (G PS) data for grid construction and combining ground penetrating radar (G PR), electrical resisti\"ity tomography (ERT), and terrain conducti\"ity (E]\l3l) information to produce 3-0imensional sub- surface maps (indicating free product locations) for future design plans. Roper Grower's and Associates, Florida Department of Environmental Protection, Petroleum Contamination Site, Pre-approval Program, Winter Garden, FL. Prepared and implemented an innm'ati\'e remedial design used to expedite the remm"al and treatment of more than 15 tons of petroleum contaminated soil. Using a remedial phased approach, a biological surfactant (I3iosoh-e), oxygen enhancing form of calcium peroxide (PermeOx Plus), and a microbial blend of naturally occurring bacteria and fungi (Environoc) \vere applied to site contaminated soil and groundwater during various stages of source remm'al. The project is currently in a Post Active Remedial l\lonitoring (P 1\1\1\1) phase awaiting closure. SHAW ENVIRONMENTAL, INC. JAMES E. MARTIN, P.E. 3 06C122006T ~~":~~.: - - .:'.~.~,,~~2,::' ...:~ E. RESU~"ES- OF.KEY~PERSONNEC PRopcis-EDFoR'THls:coNTRAcT::t::::~::.:;t:~~-~::, ";.~'~,: :~~~ ~::=:.., >>-".. . ~'"-'--. '. "~"-""","""_~,,,"~__~,~,,,-,, __~""_~."'J4J<........"'IoIo_~~~~_""""~~~..Y"'.n--.r"",,,;""''''''''l.'''I..''''.:..,.~.. ,- ~...... "I (Complete one Section E for each key personF':;;::t;.~.::::.''." " .",,::'~-';':.~~ V" - " .' ::' 13. ROLE IN THIS CONTRACT Technical Services Project Manager 14. YEARS OF EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 32 28 .. NAME ruce M McCampbell, P.E. 15. FIRM NAME AND LOCATION (City and State) Shaw Environmental, Inc., Miami Lakes, FL 16. EDUCATION (DEGREE AND SPECIALIZATION) MS, Sanitary Engineering, University of Colorado, 1976 BS, Civil Engineering, University of Colorado, 1975 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer, Sanitary, MA Professional Engineer, Environmental, CO, FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications. Organizations, Training, Awards, etc.) Mr. McCampbell has over 26 years of experience in various power and environmentally related engineering, construction and permitting efforts. He has more than 16 years of experience managing diverse environmental and power projects ranging from small one or two person assignments to large multi-tasked jobs with more than 50 personnel. He currently is a project manager on a $23 million fixed price EPC project to provide the US Army with a new White Phosphorus load line. He has been a Project Manager on a project that reviews and tests new technologies for demilitarization of chemical warfare material. Recently he was assigned as a Project Manager for several combined cycle plants and for the two Combined Cycle Reference Power Plants. In addition, he was Project Manager for Owner Engineer assignments for several power industry clients. Another assignment was as the Project Manger for a $24 million hazardous waste removal and restoration effort for the U.S. Army Corps of Engineers (USACE). Mr. McCampbell has had extensive environmental engineering experience including designing a zero discharge pilot plant to chemically treat chemical warfare agents to be in conformance with applicable federal and state regulations promulgated under the Clean Air, Clean Water and Resource Conservation and Recovery Acts. He has determined the environmental constraints associated with the demolition of a chemical warfare agent production facility and has conceptually determined methods for decontamination, demolition, and disposal of the wastes that will be in compliance with applicable regulations. Mr. McCampbell has been responsible for the process design of a 16.4 MGD wastewater treatment system, which treats acidic wastewaters from the production of nitrocellulose. The design was based on results from pilot scale treatability studies performed under his direction. Mr. McCampbell designed and obtained permitting of two FGD landfill efforts including landfill siting, phasing of the landfill operation, storm water control, and economic evaluation of selling gypsum produced by the FGD system. He was responsible for obtaining the ajor environmental permits for a green field site, nominal 2x400 MW unit pulverized coal-fired steam electric plant. Permitting sponsibilities include obtaining a 404/Section 10 Permit, NPDES Permit, a Prevention of Significant Deterioration Air Permit which included a Determination of Best Available Control Technology, Construction in the Floodway Permit, FAA Stack Permit, and a landfill permit. To support these permitting efforts, responsibilities included: identifying wetlands and developing mitigation strategies, developing a plant wide water balance, sampling the Ohio River, estimating and modeling plant air emissions including fugitive dust, performing hydraulic analyses of construction impacts on the Ohio River, and designing a landfill including geologic and hydrogeologic investigations of the proposed landfill site. 19. RELEVANT PROJECTS 1 TITLE AND LOCATION Cit and State Non-Stockpile System Contract II, Product Manager for Non- Stockpile Chemical Material, Various Locations BRIEF DESCRIPTION Brief sco e, size. cost, etc. AND SPECIFIC ROLE Project Manager/Task Manager - Responsible for the successful demilitarization of recovered 75 mm rounds that contained a. compressed arsine gas using an innovative acid digestion process. Currently responsible for managing the Technology Evaluation Task and for the Balance of Plant Design for a Wet Air Oxidation System installation that will be used to destroy Non- Stockpile wastes. Also responsible for supporting the Program Manager in developing and managing bids for potential tasks awarded under this Indefinite Delivery/Indefinite Ouantity (10/10) Government contract. Accomplishments: Destroyed 3-75 mm Arsine containing munitions. Awards/Client Commendations: Client commendation for destruction of 3-75 mm arsine rounds. 1 TITLE AND LOCATION Cit and State Program & Integration Support III Technical Support Services, Product Manager for Non-Stockpile Chemical Material, Various Locations b. BRIEF DESCRIPTION Brief sco e, size, cost, etc. AND SPECIFIC ROLE I!'l Check if ro.ect erformed with current firm Task Manager/Senior Technical Support - Has been responsible for providing testing and review of potentially applicable technologies to the Non-stockpile program. Responsibilities included review of a binary chemical neutralization technology testing program and a wet air oxidation test program to destroy binary chemical neutralents. He was also responsible for a down select report which will made recommendations for which mobile technologies to go forward with.. 2 YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION If a 07/2002 - 12/2003 . . 1 TITLE AND LOCATION cn and State Indian Point Peaking Power Project, Entergy Wholesale Operations, NY c. BRIEF DESCRIPTION Brief sco e, size. cost, etc. AND SPECIFIC ROLE As Task Manager, was responsible for the early engineering required to support final permitting of a two-unit simple cycled gas fired power plant. Responsibilities included site arrangements, one lines, water balances, and schedule development. Accomplishments: Supported client requirements in a cost effective and timely manner. 1 TITLE AND LOCATION Ci and State Anderson, Kelley & Martin Station Combined Cycle Power Projects, Florida Power & Light, FPL Energy, Alabama, South Carolina, FL BRIEF DESCRIPTION Brief sco e, size, cost, etc. AND SPECIFIC ROLE Project Manager - Was responsible for the early engineering required in support of the final permitting and ultimately d. construction of these combined cycle power plants. The three plants all based on using GE frame 7F A technology include Anderson, a two on one (two combustions turbines each with a HRSG feeding one steam turbine) arrangement with a simple cycle temporary operation, Kelley, a 2-2 on 1 arrangement, and Martin, a 4 on 1 arrangement. Responsibilities included the specification and early purchase of long lead time equipment including the heat recovery steam generators (HRSGs), transformers, and cooling towers, site arrangements, one lines, water balances, schedule development, and cost development. Accomplishments: Supported client requirements in a cost effective and timely manner. (1) TITLE AND LOCATION (City and State) Devons Landfill Remediation Project, , US Army Corps of Engineers - New England District, MA BRIEF DESCRIPTION Brief sco e, size, cost, etc. AND SPECIFIC ROLE e. Project Manager - Was responsible for the remediation of six former disposal sites located at former Fort Devens including the removal of wastes from the six sites, analyzing the wastes, and landfilling the removed waste in an on-site landfill constructed under this task. Work completed under Mr. McCampbell's direction included development of the work plans, site safety and health plan, as well as other plans, specifying, bidding, and awarding major subcontracts for landfill construction, and landfill operation, partial construction of the landfill, and the start of remediation of the six former disposal sites. $24,000,000.00, STANDARD FORM 330 (6/2004) E- e ...i <( r/) o 0- o a: 0- r/) r f- lL o W <!) <( 0- W ..J f- ;:: w I f- Z o Z o ;:: u ii' >- r/) w a: w I f- o f- ei r/) '!? f- W W I r/) r/) r >- z o o w z ;;: >- Z o U <( f- <( o lL o W a: => r/) g U r/) o a: o w r/) => e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Janice Wright McCoy, P.E. Education B.s., Ci,"il Engineering, Rensselaer Polytechnic Institute, 19N Other, Civil! Geotechnical Engineering, Ohio State U niversit:y Registrations Professional Engineer: Civil, AZ, tvL\ Background Summary tvIs. tvlcCoy, a Lead Geotechnical Engineer in the Infrastructure Group, has m"er 32 ~"ears of experience in the field of geotechnical engineering. 1\[s. l\lcCoy's work includes all aspects of geotechnical engineering including subsurface investigations, determination of laboratory testing programs, engineering analyses, and report preparation. l\[s. l\lcCoy has been im"ol\'ed with the design of a nuclear pmver plant turbine building foundation in Taiwan, including the rock exca,"ation scheme. She has been itwoked \vith the geotechnical aspects of Independent Spent Fuel Storage Installations at se,"eralnuclear plants. She was also inwlked in the detailed geotechnical im"estigation and design criteria de\"elopment for the North Area of the Central Artery/Tunnel Project. A summary of her \vork includes static and dynamic settlement analyses, bearing capacity analyses, slope stability, liquefaction analyses, sheetpile and soil anchor design, drilled pier design, oversight of field activities including borings, earthwork, piles, and drilled pier installation. She has also prepared specifications for the geotechnical aspects of many cons truction projects. Relevant Experience 04/1978 - Present, Geotechnical Engineer, Shaw Environmental & Infrastructure, Inc. Responsibilities include planning and overseeing subsurface investigations, including determination of laboratory testing program and appropriate engineering analyses. Preparation of construction documents including geotechnical reports, specifications, and input to design drawings. Oversight of field activities including drilling programs, earthwork, and installation SHAW ENVIRONMENTAL. INC. 06C122006T of deep foundations including piles, sheet piles, and drilled piers. The following is a summary of key projects: Lead Geotechnical Engineer, Mercury Control Project, Mercer Generating Station, PSEG Fossil LLC, Hamilton Township, NJ, 10/2006 - Present. Design and construction of Mercury Control facilities (2 units) at the Mercer Generating Station in Hamilton Township, NJ. Borings were completed by TRC and the laboratory testing was directed by l\[s. l\lcCo)'. Design of foundations, which \V.ill consist of concrete-filled pipe piles, \vill be directed by 1\[s. 1\ IcCoy. Lead Geotechnical Engineer, Chesterfield Emissions Enhancement, Dominion Energy, Chester, Virginia, 09/2005 - Present. Took m"er position as Lead Geotechnical Engineer. Designed l\vo sheetpiling retaining walls for limestone and gypsum storage as part of the flue gas desulfurization process. Performed geotechnical calculations of bearing capacit~. and settlement for large foundations. Assisted construction with exca,"ation and backfilling issues. Directed the preparation of design calculations, drawings, and specifications for drilled piers to be installed on a steep hill to support the flue gas ducts. Geotechnical Engineer, Wilson Hill Wildlife Management Area Improvements, St. Lawrence - FDR Power Project, New York Power Authority, Massena, NY (WHWMA and Nichols Island), 07/2004 - Present. The WH\'\"l\L\ is an existing complex of earthen dikes which form se'"eral pools bel\veen the southern shoreline of Lake St. La\vrence, Wilson Hill, and Bradford Islands. The \'\'HWtvL-\ includes approximately 1,800 acres of wetlands and open \vater habitats that are managed by the New York State Department of Environmental Conservation. NYr A is required to refurbish the dikes and existing water control structures, and to install one new dike and se,"eral new water control stnlctures. A subsurface investigation program was developed by 1\[s. 1\lcCoy in order to provide the data necessary to e\"aluate the condition of the existing dikes and foundation conditions for the new dike. The program consisted of borings, cone penetrometer testing, field falling head tests, field vane shear tests, and laboratory testing. Engineering analyses included slope stability, bearing capacity and settlement JANICE WRIGHT MCCOY e ...i 0< [f) o "- o Ct: "- [f) I >- "- o w '" 0< "- ~ >- ;::: W I >- Z o Z o ;::: u 0: >- [f) W Ct: W I >- o >- ei [f) ~ >- W W I [f) [f) I >- z o o w Z ;;' >- z o U 0< >- 0< o "- o w Ct: ::> [f) g u [f) is Ct: o w [f) ::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES analyses. Construction specifications and drawings were also prepared for use by the client in construction in 2005-2007. Accomplishments: ,\ccomplished the field itl\'estigation program \vithin the allotted time schedule which was mandatcd by the DEC due to hunting season starting in early Septcmber. Boring was performed in August 200-1-. Lead Geotechnical Engineer, Hanscom Air Force Base, Housing Privatization Project, U.S. Air Force, Hanscom Field, Middlesex County, MA, 01/2005- 12/2005. This project involves the demolition and reconstruction of housing at Hanscom Field for military personnel. Borings wcre pcrformed within thc four neighborhoods to pro,'ide information for design of housing, roads, and community-usc structurcs. :\ geotechnical report was preparcd summarizing the findings and presenting foundation recommendations. Lead Geotechnical Engineer, Transitway Maintenance Facility, 02053, Massachusetts Bay Transportation Authority, Southampton Street, Boston, Massachusetts, 01/2000 - 10/2003. t-,[s. t-,IcCoy was responsible for planning and (werseeing the subsurface im'estigation program. Borings and laboratory test \"ere performed and Ms. l\IcCoy produced the geotechnical investigatioll and foulldation recommendation report. Deep foundations \vere selected and designed to support the bus garage, maintenance facility, buswash and fueling buildings. t-,[s. i\IcCoy produced the contract specifications dealing with dri,'en piles and O\'ersaw the required pile load tests and re\'iewed contractor submittals. [\pproximately 700, l2x53 H-piles \vere installed to a depth of 85 feet \vith a 50 ton design load. Geotechnical Engineer, Independent Spent Fuel Installation, Nuclear Management Company, Duane Arnold Energy Center, Palo, Iowa, 04/2001 - 07/2002. i\ls. i\IcCoy assisted in the subsurface exploration and construction document preparation for an independent spent fuel installation at the Duane [\mold nuclcar powcr plant located in Palo, Iowa. Specifications for borings, laboratory testing, and geophysical testing was prepared by her. Ms. tvIcCoy oversaw the borings drilled for this project and prepared the final boring logs. tv[s. l\IcCoy prepared bearing capacity calculations and assisted in the preparation of the Geotechnical Report. i\[s. i\IcCoy assisted the client at thc site in thc ovcrsight of excavation and backfill placement for the [SFSl construction. Lead Geotechnical Engineer, Ravenswood Cogeneration Facility, KeySpan Energy, Long Island City, Queens, NY, 11/2000 - 06/2002. i\[s. McCoy was assigned as the Lead Geotechnical Engineer for the proposed 250 tv[\\/ Ravenswood Cogeneration Facility located at the existing KeySpan Energy Ravcnswood Facility in Long Island City, NY. r.Is. ~..rcCoy planned and O\Trsaw the subsurface investigation program and directed the appropriate laboratory testing (performed by others). She revicwed and appr()\'ed the subsurface im'estigation report prcpared by others and used as the basis for foundation design and construction. l\[S. r.IcCoy directed and participated in the preparation of calculations, design critcria and construction specifications for this project. Approximately 300 drilled piers \vith diameters of 2, -1- and 5 ft \"ere drilled and socketed into bedrock for foundation support. Technical Manager - Section D019E, Central Artery (1-93)/Tunnel (1-90) Project, Massachusetts Highway Department, Boston, MA, 02/1992- 12/1996. t\[s. McCoy was rcsponsible for the technical aspects of the project team's work as Area Geotechnical Consultant, Area 05 (North Area) of the Central Artery/Tunnel Projcct in Boston, MA. This project invoked proposcd tunnel, at-grade, embankment, and \.iaduct structurcs and utility relocations \vithin an urban setting and major rail transportation corridor. t\[s. t\IcCoy's duties included participation and presentation at project progress and technical meetings, and input to progress reports, project documents, and technical reports. She performed or directed the preparation of project calculations for development of geotechnical design recommendations and design criteria and was responsible for the DO 19E Data and Enginccring Reports. t\[s. tvIcCoy also consulted and assisted with similar work for the adjacent design sections DO 190 and DOI9B. SHAW ENVIRONMENTAL. INC. 2 JANICE WRIGHT MCCOY ooe 122006T e -' 0( (/) a a. a '" a. <f) I f- u. a UJ '-' 0( a. ~ f- ;:: UJ I f- Z a z a ;:: u it' f- <f) UJ '" UJ I f- a f- ei <f) !!! f- UJ UJ I <f) <f) I f- Z a o UJ z ;( f- Z a u 0( f- 0( o u. a w '" ::J <f) g u <f) o '" a UJ <f) ::J e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES John Michopoulos, P.E. Senior Principal Engineer Education i\ l.S., Engineering i\Ianagement - Northeastern University, 1981 B.S., Electrical Engineering - \'('orcester Polytechnic Institute, 1974 Various Stone & \Vebster Continuing Education Courses and Management \'('orkshops Registrations Professional Engineer: i\L\, NE, TX, and Puerto Rico Ccrtificate - National Council of Examincrs for Engineering and Surveying i\[ember - Colegio de Ingcnieros y Agrimensores de Puerto Rico (College of Engineers and Surveyors) Background Summary i\lr. i\Iichopoulos is a Registered Profcssional Engincer \vith 33 ycars of expericncc in Project Managemcnt, Design Coordination and Electrical and Controls Engineering. He has selTed as a Project /Task i\lanager, Design Coordinator and an Electrical/Security Engineer im'oked \vith high and low \'oltage distribution systcms, security systems, of industrial, commcrcial, transportation, and utility projects. i\Ir. i\Iichopoulos is currcntly selTing as a Design Coordinator for design upgrades of a \'ariety of transit maintcnance facilities for the l\Iassachusctts Bay Transportation Authority in the greatcr Boston area. [\s a Project Coordinator on a major Undcrground Utility Project, Boston, coordinating and preparing Bid Documents for the installation of a new 345 kV underground transmission lines employing pipe-type cable under approximately 16 miles of roadways through suburban and densely populated urban areas in the mctro Boston area. As Deputy Project Manager on a major transit project that will provide underground and surface trackless trollcy service from downtown Boston to the South Boston Piers area. He directed the team that is responsible for construction phase services for thc SHAW ENVIRONMENTAL, INC. 06C122006T systemwide elements (signals, communications, traction power, catenary, tunnel lighting, and cmergency tunnel \'entilation. ,\s Design Interface Coordinator, rcsponsiblc for design coordination activity between the ,\lignment Section I contractor and the Systems contractor of thc Trcn Urbano Public Transit Sys tem in San Juan, Puerto Rico. As Lead Elcctrical Engineer, responsible for electrical design of Section I of the Tren Urbano, Public Transit System. As Assis tant Project l\Ianager, responsible for coordinating preparation of design documents (drawings, specifications, calculations, reports, etc.) for thc ,\bcrdccn Chcmical Agcnt Disposal Facility, undcr the Alternati\'c Dcmilitarization Technologics program. [\s Task !\Ianager, responsible for assessment of facility infrastructurc sccurity for a Fortune SO Telccommunication Company. As a Senior Consultant, responsiblc for an AC powcr and uninterruptible power supply reliability bcnchmarking study for two ,\T&T Data Ccntcrs. ,\s Sccurity Revie\vcr, rcsponsible for assessment of facility infrastructurc sccurity for a Fortune SO , , Telecommunication Company. As Project l\Ianager/Engineer on the Computer Bascd- Access Control Program for Logan International [\irport in Boston and as the Project Engineer on the computer based access control system for the City of Austin's Robert !\Iucller l\Iunicipal Airport in Austin. [\s the Lead Security Enginecr on thc de\'elopment of the Personal Rapid Transit System for the Regional Transit [\uthority in Chicago, his duties included review and development of security systcm recommendations to be used on the system. He was assigned as Lead Electrical/Security Engincer on the security upgrade of a high voltage receiving station in Los Angeles. His duties include site SlllTCY and review of thc security systcm and oversecing the design effort with the intent of making recommendations to provide a sccurity systcm at a main distribution switchyard for thc L\ Department of \vater & Power. JOHN MICHOPOULOS e -' <( 'f) a 0. a a:: 0. 'f) I >- u. a w '" <( 0. "j >- >= W I >- Z a z a >= u ii' >- 'f) w a:: w I f- a >- ei 'f) ~ >- w W I 'f) 'f) I >- z a o w z <i' >- z a u <( f- <( o u. a w a:: :::> 'f) '3 u 'f) o a:: a w 'f) :::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Mr. Michopoulos has been assigned as a Lead Electrical Engineer in the chillcd water plant upgradc for the U.S. Department of State at the Consulate Office Building in Brazil. He performcd a sitc sllLTey and prepared specifications and dra\vings to support thc upgrade. t-.lr. t-.lichopoulos co-de\"eloped infrastructure cluality review criteria and rcview plans for use to assess AC, DC, standby power, and security systcms reliability for a major telecommunications company. He has performed re\"iews of critical ccntral office network buildings and has identified areas requiring impro\"ement to enhance reliability. Also, has performed reliability assessments of major data processing centcrs. As Assistant Project t-.lanager, responsible for coordinating preparation of design documents (drawings, specifications, reports, ctc) for the Aberdecn Chemical :\gent Disposal Facility. He was also assigncd as Lcad Sccurity Engincer on a security survey \'alidation and upgrade for :\nchoragc t-.lunicipal Light and Power. He has preparcd descriptions of task and electrical scopc estimates for a \"aricty of industrial, commercial, pulp and papcr, and utility projects. t-.lr. t-.lichopoulos \vas \vith Chas. T. t-.lain, lne. from 1974 until 1981. He was assigned as a lcad electrical engineer ill\"oked in all phascs of cngineering through construction of industrial, pulp and papcr, and commercial projects including system studies and dcsign, equipment specification and procurement, capital cost estimation, and manpowcr projection and selcction. Relevant Experience 1981 - Present, Shaw Environmental & Infrastructure, Inc. /\s Deputy Project t-.lanager on a major transit project that will provide underground and surface trackless trolley service from downtown Boston to the South Boston Piers area, he directed construction phasc services for the systemwide elements (signals, communications, traction power, catenary, tunnel lighting, and emergency tunnel ventilation. Tren Urbano, Section 1, Interface Design Coordinator, Public Transit System OAN 1998 to I SHAW ENVIRONMENTAL, INC. 06C122006T OCTOBER 2004). As Design lntcrface Coordinator, rcsponsible for coordinating all design acti\"ity between the Alignment Section 1 contractor and the Systems contractor of the Trcn Urbano Public Transit S\'stem in San .J uan, Puerto Rico. Tren Urbano, Section 4, 5, 6, Corrosion Control, Public Transit System (MAY 1998 to OCTOBER 2004). ,\s Support Engineer, responsible for corrosion control dcsign support acti\"ity for the Alignment Sections 4,5,6 contractor of the Tren Urbano Public Transit System in San Juan, Pucrto Rico. Tren Urbano, Alignment Section 1, Design, Public Transit System (Nov 1996 to OCTOBER 2004). As Lcad Electrical Engincer, responsiblc for elcctrical design drawings, calculations, and specifications for Alignment Scction I of thc Trcn Urbano Public Transit Sys tem in San.J uan, Puerto Rico. U.S. Army Program Manager for Chemical Demilitarization (Apr 1996 to May 1998). As Assistant Project Manager, rcsponsible for coordinating preparation of design documents (drawings, spccifications, reports, ete.) for the Aberdeen Chemical ,\gcnt Disposal Facilit:y. Security Study (Nov 1996 to Jan 1997). 1\S Project t-.lanager, responsiblc for SutTey, intetTie\v, report and sccurity protcction recommendation guidelincs of the Nctwork Operation Center for a Fortune SO Telecommunications Company. Data Center Reliability Study (Feb 1995 to June 1995). l\S Senior Consultant, responsible for sllLTey and infrastructure reliability study for t\vo AT&T Data Centers. Security Planning (Feb 1994 to June 1995). As Project t-.lanager, developed a national program of facility security guidelines for a Fortune SO Telecommunications Company. Infrastructure Quality Review Ouly 1992 to Jan 1994). :\s Security Specialist, responsible for facility security revicws and recommendations for a Fortunc SO Telecommunications Company. Security Access Control System Oan 1989 to Dee 1992), Logan International Airport. As Project JOHN MICHOPOULOS 0 . -' <( (/) o a. o '" a. (/) I >- u. o w '" <( a. ~ >- ;:: W I >- Z o Z o ;:: '-' ii' >- (/) W '" W I >- o >- .~ (/) ~ >- W W I (/) (/) I >- z o o w Z :;;: >- z o '-' <( >- <( o u. o w '" => (/) g '-' (/) is '" o w (/) => . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES i\lanager/Engineer, responsible for slllTey, report, and recommendations to Massport for the design, implementation, and procurement specifications for a fedcrally mandated security access control systcm. Personal Rapid Transit System (Mar 1991 to Oct 1991), Regional Transit Authority. As Lead Security Engineer, responsible for the security element of the System Design and Safety, Security, and Failure i\lanagement Report for the development of a Personal Rapid Transit System in conjunction with Taxi 2000 Corp. for the Regional Transit ,\uthority in Chicago. Value Engineering Study (May 1992), Deer Island Facility Information System (FIS). As a Value Engineering Team i\Iember, responsible to perform a Valuc Engineering study and preparc a report of the Facility Information Systcm for the i\Iass \'(!atcr Resources Authority's Deer Island Trcatment Plant. Security Access Control System Oune 1990 to June 1991), Robert Mueller Municipal Airport. As Project Engineer, responsible for survey, report and recommendations to the City of ,\ustin for the design, implemcntation, and procurcment specifications for a CCTV and access control s\'stem. Security Survey/Report (Aug 1988 to Dee 1988), Anchorage Municipal Light & Power. As Lcad Security Engineer, responsiblc for report of cxisting conditions and recommcndations for security imprm'ements at three facilities. Security Upgrade (Aug 1987 to July 1988), Los Angeles Department of Water & Power. As Lead Electrical/Security Engineer, rcsponsiblc for sitc SlllTCY, report recommendation for equipmcnt specification and security system design for high voltage receiving Station B in South Los Angeles. Chilled Water Plant Upgrade Oan 1988), Department of State, U.S. Consulate. ,\s Lead Electrical Engineer, responsible for specifications/ application of electrical equipment in support of a chillcd watcr plant upgrade for a U.S. Consulate in Brazil. Security Upgrade (May 1988 to July 1988), United States Information Agency. As Lead SHAW ENVIRONMENTAL. INC. 06C122006T Electrical/Security Engineer, responsible for plans of security eCluipment for a USIS facility in Korea. Security Upgrade (Apr 1986 to Jan 1987), Department of State, U.S. Embassy. "\s Lead Electrical/Security Engineer, responsible for spccification/ application of security equipment (microwave, CCTV, passive infrared, ultrasonic motion detection, ete.) for four U.S. embassies abroad. Security System (Sept 1986 to Aug 1987), American Brands, Inc. As Support Engineer, responsible for technical support to the project (feeder sizing, U.L. listing requiremcnt study) for security equipment on a corporate headquarters in Old Greenwich, Connecticut. ,\lso responsible for tracking all time charges and de\'eloping all scope changes through completion of the project. Fossil Plant Life Extension Study (Apr 1986 to Aug 1986) Consolidated Edison Company of New York, Inc. As Support Engineer, responsible for the re\.ie\v and preparation of electrical eCluipment inspection packages for the purpose of plant operating life extensIon. Malakoff Electric Generating Station - Units 1 and 2 (Feb 1982 to Apr 1986), Houston Lighting & Power Company. As Work Package Engineer, responsible for the preparation of essential sen'ice-emergency diesel systcm description and spccification of unit substations, emcrgency diesel generator, cable trays, dry typc transformers, panelboards, unintermptible power supply (UPS), communication systcm, and interface with the furnish and crcct precipitator, flue gas desulfurization (FC D) scrubbcr, FG D wastc, lignite and limestonc handling, bottom ash and fly ash contractors for thc l'.vo-unit, 690 M\,(! lignite-fired plant in Henderson County, Texas. Sludge Dewatering Project (Nov 1984 to Jan 1985), Statler Tissue. As Lead Electrical Engineer, responsible for specification of cable, motor insert for dri\'cn equipment, lighting panels and transformers and general contractor installation specification for addition of a sludge press for a tissue plant in Augusta, Mainc. JOHN MICHOPOULOS 3 . -' <( (J) o "- o 0: "- (J) I >- u. o w " <( "- ':J >- >= W I >- Z o Z o >= u ii' >- (J) W 0: W I >- o >- .! (J) '!l >- w w I (J) (J) I >- z o o w z 4' >- z o u <( >- <( o u. o W 0: ::> (J) g u (J) is 0: o w (J) ::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Judson T Mitchell, P.G. Education Postgraduate Studies, Hydrogeology, \,\'cstern 1'.[ichigan Uni\'ersity, 1989 Postgraduate Studies, Geology, Virginia Tech, 1973 M.S., Geology, Virginia Tech, 1970 B.A., Geology, Southern Illinois Univcrsity, 1967 Registrations Professional Geologist: KY, TN Background Summary 1\lr. i\utchell is the resource manager for the Sha\v E & I in Grcelwille, South Carolina. He coordinates the work for 10 professionals including engineers, geologists and support personnel. The position includcs hiring and training of personnel. 1'.[r. 1'.litchell also functions as Project i\Ianager, Task 1\lanager, and Lead Hydrogeologist for \'arious projccts. Hc is a Profcssional Geologist with over 25 ycars experience in geologic and hydrogcologic innstigations that includc DOD, DOE, Superfund, and RCIL\ sites from im'estigation to installation and startup, of grounchvater remedial systems. He has acted as remediation lead on a multi-plant due diligence site assessment for accjuisition that included potential environmental liabilities approaching S2001'.L He has coauthored publications relating to hydrogeologic tcsting and model development. Relevant Experience OS/2002 - Present, Technical Resource Manager, Shaw Environmental & Infrastructure, Inc. Project Manager, Former Pesticide Mixing Area RI/FS, 86644700, US Army Corps of Engineers, Fort Lee, VA, 07/2004. Prepared Work Plan for Supplemental Risk Assessment and Analytical Results Report Addendum using analytical data from the former fire station P A/Sf. I SHAW ENVIRONMENTAL, INC. 06C122006T Senior Geologist, Reformatory Landfill Passive Gas Vent Landfill Installation, US Army Corps of Engineers, Fort Lee, VA, 04/2004. Provided e\'aluation of new and cxisting subsurface data to place 6" Passi\'c Gas V cnt wells and horizontal trcnches in a 40 acrc landfill. Task Manager, Redstone Arsenal, Huntsville, AL, 04/2005. Provided coordination and access to public and printe land at a sensitive government facility for approximately 8 miles of seismic suC\'ey activities to determinc subsurface geology. Senior Geologist/Hydrogeologist, Triple S Inc. Site 30-3, 100848, Kerr-McGee, Felda, FL, 08/2003 - Present. Field surny of brine spill arca including slug tests on 18 wells ranging in depth from 95 to 165 feet. Recommended time-domain electromagnetic study and thin-layer analysis to delineate subsurface chloride contamination. Prepared \vork plan for installation of ITcO\"Cry \vells and detailed lithologic anal~'sis of soils using rotosonic methodologics. Senior Geologist/Hydrogeologist, Northeast Chemical Site, Reiss Remediation Inc./Koch, Wilmington, NC, OS/2002 - 2004. Prepared detailed geologic interpretation of SO acre plant site near the Cape Fear Rivcr. Principal groundwater contamination consisted of lead, arsenic, and pH values of Icss than l. Dcfined historic embayments subsequently filled with waste clinkcr matcrial and other fill. The information \vas used to cluantify interim removal actions and future site remcdiation activities and developed sitc conceptual model. Senior Geologist/Hydrogeologist, Charleston DESC/DFSP, North Charleston, SC, OS/2002- Present. Provided senior review and technical oversight to remedial activitics at the DFSP and the Defense Fuel Supply Pipeline. Directed investigation to define subsurface contamination and subsequent installation of 7 dual phase extraction wells. JUDSON T MITCHELL Q . -' <( (/) a a. a a: a. <!2 I >- u. a w <:> <( a. ~ >- 0= w I >- Z a z a 0= u c;: >- (/) w a: w I >- a >- .~ (/) <!2 >- w w I (/) (/) I >- z a o w z - z a u <( >- <( o u. a w a: ::> (/) '3 u (/) o a: a w (/) ::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Senior Geologist/Hydrogeologist, Elmore, Black & Veach, Greer, SC, 04/2002 - Present. Performed project o\'ersight for air-rotary well installation, geologic interpretation, and rcmcdiation activitics of solvent contaminated site in fracturcd bedrock O\'erlain by \veathered bedrock. Interpreted slug tcsts and pump tests wells at various depths including bedrock. Senior Geologist/Hydrogeologist, Yorktown Navy Fuel Depot, LANTDIV DESC, Yorktown, VA, 12/2002 - 06/2003. Developed a site conceptual model based on boring log, site historical information, and aquifcr tests. Supported thc dc\'elopmcnt of a 3- dimensional model to simulate a coupled fluid and heat transport model based on the PORFLOW software. ]\[odel included effects of tcmperature on viscosity of NSFO. Developed capture zones and effect of steam lines and hot water injection in support of the Phase 2 system design. Project Manager, Former Fire Station Site (FS Site), US Army Corps of Engineers, Fort Lee, VA, OS/2002 - 06/2003. Field supeLyisor for US,-\CE PA/S!. Prcpared P A/Sl field sampling plan for a fonner fire station using rcal-time, onsite laboratory to delincatc \TOC groundwater contamination using profilcd geoprobe sampling. Defined lateral and vertical extent of \TOC contamination. Completed P A/Sl report that was us cd to obtain agreement with State and Army representatives to combine both sitcs minimizing numbcr of functional sitcs at Fort Lce. 11/1998 - OS/2002 Senior GeologisUHydrogeologist and Technical Services Manager, Shaw Environmental & Infrastructure, Inc. ]\[r. Mitchell functioned as Project ]\[anager, Task Manager, and Lead Hydrogeologist for various projects. During this time he assumed the responsibility as Technical Services ]\[anager for Greenville, S.c., coordinating the work for a staff of 17 professionals consisting of engineers, geologists and other support personnel. The position included hiring and training of personnel. Senior Geologist/Hydrogeologist, Charleston DESC, DESC, North Charleston, SC, 01/2000- OS/2002 Trained Lead geologist to install monitoring and dual-phase remediation wclls. Provided tcchnical oversight and senior rcview to the remedial activitics at the Defense Fuel Supply Point and the Defense Fuel Supply Pipeline. Senior Geologist/Hydrogeologist, Charleston AFB, Air force Center for Environmental Excellence (AFCEE), North Charleston, SC, 02/2001 - 06/2001 Provided guidance and field support to install two air spargc systems in coastal plain scdiments contaminatcd with volatile organics. Defined geologic setting and provided insight for remedial system modification. Installed monitoring wells and air sparge \vells. Project Manager, Former Pesticide Mixing Area (PM Site), US Army Corps of Engineers, Fort Lee, VA, 07/1998 - 07/2000 Conducted field operations for Phasc II I of RI/ FS iLwestigation of Former Pesticide ]\[ixing [\rea. Prepared RI/FS report for site that included initiall\VO phases. Demonstratcd that groundwater \TOC contamination was not a result of \>]\[ Site acti\'ities rcsulting in future im'estigati\'e acti\'es upgradient from site. 06/1996 - 11/1998 Senior GeologisUHydrogeologist, Fluor Daniel GTI, Greenville, SC Senior Geologist/Hydrogeologist, Due Diligence - Confidential Client, Confidential, 5 Sites in North Carolina and SC, 04/1998 - 08/1998. Technicallcad for field ilwestigations for Due Diligence assessment for actluisition of 5 US Plants. Remediation Lead for site visits and site managcr for field investigations to assess past and current environmental contlitions at threc major facilities. Two facilities were listcd CERCL\ sitcs. Provided tcchnical review of final report ilwolving multiplc US, European, and ]\[exico sites. Senior Geologist/Hydrogeologist, Schlumberger- Pickens, Schlumberger, Pickens, SC, 11/1995 - 02/1998. Prcparcd plan for statistical sampling of excavation areas for PCB contamination and evaluation of remaining structures. Sampling plan included hydrogeologic interpretation of area designated for groundwater recovery after excavation. Provided SHAW ENVIRONMENTAL, INC. JUDSON T MITCHELL 2 06C122006T e --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- ei If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES technical oversight for site confirmation sampling and statistical analysis using random/stratified sampling techniques to demonstrate clean. Prepared multiple site closure reports and Final Constmction Report. Senior Hydrogeologist, GE Rome Georgia, GE, Rome, GA, 01/1997 - 09/1997. Prepared final Corrective Action Plan and field test report for system pilot evaluation of dual phase soil gas extraction system to treat a 3 acre landfill contaminated with PCBs and other organics. The system included nested pairs of recovery wells with a steam injection option. The site was situated in a Karst geologic region. Senior Geologist/Hydrogeologist, Letterkenny Army Base, USAEC, ATEPS, Letterkenny Army Base, PA, 06/1996 - 05/1997. RI Report ~Ianager for SE OU 5 RI report management, data evaluation, geologic interpretation, determination of nature and extent of contamination, QA/ QC of fidd data, and coordinate preparation of report. Prm'ided senior technical re\"iew of OU 6 RI report for off-post Groundwater in an area of partially developed karst terrain, and OU 7 RI. Senior Geologist/Hydrogeologist, Sears (Crestwood) Birmingham, Sears, Birmingham, AL, 07/1996 - 10/1996. Prepared design review and cost estimates for dual phase extraction system for BTEX recm'ery from two converging contaminant sites. Re\'ised design when state removed requirement to treat both sites. Supported coordination of accelerated installation and startup. On site for final system assembly, shakedown, and startup. 07/1991 - 06/1996 Senior Geologist/Hydrogeologist, Fluor Daniel Environmental Inc., Greenville, SC Senior Hydrogeologist, Fort Lee, US Army Corps of Engineers, Fort Lee, VA, 10/1993 -11/1995. Senior Hydrogeologist, USACE, Baltimore District, Ft. Lee Virginia: Provided technical oversight and review for reports. Prepared three separate site characterization reports summarizing completed work and recommending follow-up field investigation activities. Prepared statistical sampling and analysis plan for drainage way contaminated with pesticides. SHAW ENVIRONMENTAL, INC. OGC122006T Senior Geologist/Hydrogeologist and Project Manager, Big D, Olin Chemicals, Kingsville, OH, 07/1991 - 06/1995. Directed multi phase site remedial investigation of a 7 acre CERCL\ landfill containing 15,000 dmms and 60,000 cubic yards of hazardous waste. Contamination plume had traveled 2100 feet covering 60 acres. Prepared all work plans and reports. Used ~IODFLOW to design and test a groundwater remediation system of 10 extraction wells, an injection trench and an interceptor trench. Supervised installation of total system and, startup of extraction system. Saved the client over $1 million dollars in installation costs using a proactive approach. Senior Geologist/Hydrogeologist, Fernald, DOE Fernald, Ohio, Ross, OH, 06/1993 - 12/1994. i\nalyzed and prepared analytical and geologic data for presentation as an RI report for various mixed waste units. Soils contamination and groundwater were separated by glacial till and upper unsaturated zone of a major aCjuifer. Located contaminant discharge to the aquifer controlled by buried, tmncated areas of eroded glacial till. \,\'rote segments of RI report and provided technical revie\\:. Performed QA/QC m'Crsight for site il1\"Cstigation to locate a 1m\: le\'el waste cdl. Re\'iscd the site investigation to finalize disposal cell location and complete the design. JUDSON T MITCHEll 3 e -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- ei If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Ernest F. Mott-Smith, P.E. Why Selected as Key Personnel for Contract . Responsible for environmental engineering studies and designs and site permitting for numerous projects Broad experience in dealing with federal regulatory agencies including EPA and USACE . Extensive experience with environmental issues and regulation in Florida Education B.S., Environmental Engineering, Uni\'ersity of Florida, 1984 Registrations Professional Engineer: Ci\.il, FL Background Summary t\Ir. t\Iott-Smith has 22 ~'ears of experience in process design engineering, consulting, and environmental regulatory interaction. He is an innm'ati\'e technology specialist in Sha\v's Technology Applications Group where his principal focus is the process de\'dopment and technical support for in situ chemical oxidation CISCO) projects. He also prm'ides project technical support for a \'ariety of additional technologies such as steam injection and in situ enhanced bioremediation (ISEB), primarily for chlorinated ethene sites. In addition, Mr. Mott-Smith has prm'ided engineering management and technical direction for Shaw's Tampa office. Project work responsibilities include proposal preparation, feasibility studies, conceptual designs, and technical work plans and specifications for hazardous \vaste site remediation projects throughout the United States. Mr. ~Iott-Smith has extensi\'e project and design experience with the development of innovative remedial approaches for ISCO including the creation of Shaw's in-house design program, cost estimating tools, engineering practices and field technicjues. [-lis earliest work with ISCO included one of the earliest ozone sparging projects for pentachlorophenol and both the permanganate ISCO and steam injection implementations at the Cape Canaveral Interagency DNAPL Consortium field technology demonstrations. SHAW ENVIRONMENTAL, INC. 06C122006T Mr. Mott-Smith has extensive engineering design and regulatory experience on nationwide projects for DOD, DOE, EP1\ (CERCLA and RCIL\), COE, and FDEP (Florida Dept. of Environmental Protection). ~Ir. ~Iott- Smith also has been il1\'oh-ed in engineering QC reviews for more than 250 projects, project management, engineering supervision/ management, and technical training. Previously, Mr. ~Iott-Smith has also held positions within IT/Fluor Daniel GTI/GTI as engineering manager, regional engineer, client program manager, and project manager. t\Ir. t\Iott-Smith pre\'iously spent three years with the Florida Department of Environmental Protection (FDEP) Bureau of\Vaste Cleanup as a design review engineer. [n this role, he re\'iewed more than I SO project designs for petroleum, hazardous waste, and DOD sites. Before that, he served as a design re\.iew engineer for wastewater treatment facilities and as a resident engineer and construction coordinator for state and CERCL\ hazardous \vaste assessment and remediation sites. Relevant Experience 1990 - Present, Senior Environmental Engineer/Consultant, Shaw Environmental & Infrastructure, Inc., Tampa, FL. Senior Technical Manager/Designer, Alaric Superfund Site, Tampa, FL, (10/02 - Present). Developed source remediation alternati\'es, remedial design and cost estimate for 9-acre plume of chlorinated ethenes emanating from a commercial facility in Tampa. The project is managed by the U.S. Army Corp of Engineers Rapid Response Program and J acksol1\'ille District Office for the EP A. Prepared Remedial Design and provided engineering constmction oversight of a S2t\I permanganate ISCO remedy. Design, installation and startup of project were completed in 10 months from project inception. Currently provicling oversight of system operation and optimization. Also functioning as technical manger for intermediate aquifer feasibility study preparation. Senior Technical Manager/Designer, Hollingsworth Superfund Site, Fort Lauderdale, FL, (02/04 - Present). Developed source remediation ERNEST F. MOTT-SMITH, P.E. e --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- ei If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) o -' u If) Ci "" o UJ If) ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES alternatives, remedial design and cost estimate for plume of chlorinated ethenes emanating from a former solderless terminal site that had released TCE into the Biscayne Aquifer. The project is managed by the U.S. Army Corp of Engineers Rapid Response Program and Jacksonville District Office for the EP i\. Prepared remedial design workplan and construction oversight of a $O.S~I in situ enhanced bioremediation (with Dehalococcoides ethenogenes bioaugmentation) remedy. Design, installation and startup of project were completed in 5-1/2 months from project funding. Currently providing O\'ersight of final performance mOl11tonng. Remediation Technical Manager, Columbus AFB Site SS-32, Columbus, MS, (08/06 - Present). Co- de\'eloped winning proposal strategy for PBC-fixed price remediation of a 400 acre chlorinated ethene plume for Columbus AFB. Remedy will use emulsified oil biobarriers \vith an enhanced groundwater gradient created via groundwater recO\'Cry wells. Progress to date includes completion of the site Feasibility Study and ongoing preparations for a tield scale pilot test and treatability study. Remediation Engineer, Multiple Sites, Laughlin AFB, TX, (10/06 - Present). Co-de\'eloped winning proposal strategy for a PBC-fixed price remediation of a chlorinated ethane plume using ISCO \vith persulfate. Team Member, Exit Strategy Development (ESD) and Remedial Process Optimization (RPO) Team. Moody AFB, GA and Hurlburt Field, FL, (07/05 - 09/06). t\Iember of ESD/RPO team charged with e\'aluating clear and realistic remediation goals and exit strategies for areas of concern on both bases. Design Engineer, City Chemical University Boulevard Site, Orlando, FL, (06/02 -12/06). Designed an in situ enhanced bioremediation remediation for TCE source area treatment at a former dnlm storage yard in Winter Park Florida. Design consists of a closed loop recirculation cell with lactate injection. Provided constnlction review and operation startup oversight in Spring 2005. Design Engineer, Southern Solvents Superfund Site, Tampa, FL, (10/03 - Present). Developed design for $300K ISCO pilot tests for a PCE DNAPL source area. SHAW ENVIRONMENTAL, INC. 06C 122006T Remedy to consist of lance permeation with sodium permanganate. Project is scheduled for implementation in Spring 2007. Program Engineering Manager, FDEP Hazardous Waste Contract (6/02 -12/06). Provided project design work, technical direction, and remediation strategies for multiple site remediations invoking primarily chlorinated ethene-contaminated sites throughout Florida. Design strategies are principally ISEB with lactate injection and ISCO with potassium permanganate. Senior Project Engineer, In Situ Steam Injection Demonstration, Cape Canaveral, FL, (5/00 - 06/01). Project engineer for construction and operation of an $800,000 in-situ steam stripping system for TCE DNAPL remediation at the Launch Complex 34 site. \Vork was sponsored by the Interagency DNAPL Consortium (DOE. EP A, N"\SA, llSAF, and DOD) and \vill be de\'eloped into an [~PA site demonstration. Prepared design construction drawings for remedial system layout and construction, The project was successful at rem(wing 90'Y" of the contamination (12,000 lbs) within 6 months. Senior Project Engineer, Launch Complex 34, Cape Canaveral ISCO Demonstration, FL, (2001). Design engineer for S I M in situ chemical oxidation (ISCO) using potassium permanganate for TCE DNAPL remediation at the Launch Complex 34 site at Cape Canaveral, Florida. This work \vas sponsored by the Interagency DNf\PL Consortium (DOE, EPA, N,\SA, USAF, and DOD) and has been de\'eloped into an EPi\ SITE demonstration. The project successfully removed approximately 8,000 pounds of TCE in 4 months field time. Senior Project Engineer, Feasibility Study, Scovill Superfund Site, Dickson, TN, (04/02 - 09/03). Prepared focused feasibility study, cost estimating, and remedial alternative analysis for an industrial facili~' impacted with chlorinated ethenes. Site lithology consists of clay o\'erburden and nibble zone overlying karst limestone. Evaluated several combinations of technologies including ISEB, ISCO, electro-resistive heating, zero-valent iron, and deep soil mixing. ERNEST F. MOTT-SMITH, P.E. 2 e --' <{ If) o "'- o "" "'- If) I f- "'- o UJ Cl <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- ei If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ '" ::::> If) g u If) Ci "" o UJ If) ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Project Manager, Senior Project Engineer, CSX Transportation, Jacksonville, FL, (9/01- 03/03). Project Engineer for implementation of slurry wall construction for waste oil pits. Principal role included providing regulatory support, design O\'ersight, and project support for slurry wall application. Project Consultant (1999 - Present). PrO\'ided regulatory support and design consulting for se\'eral EPA, DOD, and DOE facilities: . Redstone Arsenal, AL - Conceptual design and cost estimating for in situ steam injection treatability study . Myrtle Beach Air Force Base, SC - Fire training area solvent remecliation with ISCO . Moody Air Force Base, GA - ISCO conceptual remedial design . Shaw AFB, SC - ISCO conceptual remedial design . Ott Cordova Superfund Site, Muskegon, MI - Conceptual design and remedial costing for SSi\[ in .. . . Situ air sparglllg curtalll . Milan Army Ammunition Plant, Milan, TN - ISCO remedial design feasibility study support and cost estimating for a S22M RDX contamination remedy for ~I~I cubic yards of contaminated soil in OUI (Area i\Q. . DOE Pantex Facility, Amarillo, TX Interim Corrective i\Ieasure Design for nitro toluenes, RDX, ISCO and enhanced bioremediation Project Manager/Design Engineer, NEDC Dry Cleaners (non Program Site), Sarasota, FL, (7/00- Present). Developed design and budgetary cost estimate for S l.OM site restoration using ISCO with air sparging. PrO\'ided o\'Crsight of project Phase I execution and evaluation of data collected. Currently developing remedial strategy for enhanced in situ bioremediation for a new release at the site. Senior Project Engineer, Southside Station Plant, JEA, Jacksonville, FL, (1999 - 2004). Assisted with development of site closure plan, environmental plans, scheduling, cost estimating, and conceptual design engineering for site property divestiture of active municipal power plant. Site is a designated FDEP Brownfield. Site covers 29 acres impacted with PAHs, metals, and PCBs. Project Engineer, DOE PORTS Site, Pi keville, OH, (2000). Co-developed engineering approach and SHAW ENVIRONMENTAL, INC. OGC122006T remedial costs for in situ oxidation demonstration project for DOE Portsmouth Plant. [nnO\'ative approach il1\'olved the fracturing of a clay matrix and the injection of sodium permanganate as an oxidant into the clay matrix. Program Manager, FDEP Hazardous Waste Contract, FL, (2/96 -10/98). Responsible for managing FDEP Hazardous \Vaste Contract No. H\'('350 for turn-key environmental consulting services for uncontrolled hazardous waste sites and drycleaning facilities in Florida. Primary responsibility for de\'clopment of Statement of Qualifications and winning bid strategy. Provided startup oversight of program, site assessments and remedial design alternative analyses for initial sites awarded O\'er a two-year period. Project Manager, Omni-Vest Landfill, FL, (4/96- 9/99). Responsible for budgeting, scheduling, client relations, and feasibility study preparation for a non- permitted industrial landfill impacted by 100,000 gallons of terpene as nonaqueous-phase liquid (NAPL). Design Engineer, Area FT-17, Cape Canaveral, USAF Fire Training Area, FL, (1996). Designed air sparge curtain for treating vinyl chloride and DCE. The system consists of six, 200-foot long trenched horizontal \vells to a depth of 35 feet. Design included modeling an in situ countercurrent plate air stripper model to predict system efficiency. Design Engineer of Record, Industrial landfill, GA, (1995 - 1996). Sen'ed as engineer of record for an industrial landfill impacted with PCBs, chlorobenzenes, and chlorinated solvents such as PCE and TCE. Co- de\'e1oped feasibility stud~', work scope, and pilot test for dual-phase vacuum extraction and steam injection system. Developed model for predicting dual phase flow regime in extraction piping. Pilot test successfully demonstrated the technology approach to the State regulatory agency and USEP A resulting in a potential sa\'ings of several million dollars over excavation of the Landfill material. Project Design Engineer, Wood Surface Treatment Facility, Jacksonville, FL, (1990 - 2001). Co- developed remedial design alternatives and cost estimates for pentachlorophenol site remediation. i\ssisted in designing treatability studies and in situ ERNEST F. MOTT-SMITH, P.E. 3 e --' <{ If) o "'- o "" "'- If) I f- "'- o UJ '" <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- ei If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) o "" o UJ If) ::::> e SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES ozonation pilot test. Produced preliminary design for bioremediation and ozonation system. \'\!rote specifications and work plan for interim and final site remedial action for site dewatering and soil exca\'ation. Site closure obtained following exca\'ation and natural . .. attenuation monltonng. Design Engineer, Potable Water Treatment System Design, St. Croix, USVI (1994). Designed, specified, and bid 260-gpm groundwater treatment system for a potable well field impacted \V1.th aromatic hydrocarbons. The system used a cooling tower as a roughing stripper to reduce loading to a tray stripping unit and to oxidize and settle out high-inorganic loading. Design Engineer, Pharmaceutical facility, Miami, FL, (1992-1994). Design engineer for a facility impacted \vith PCE and TCE in soil and groundwater. f\ five-well groundwater recO\'ery and treatment system with SVE has reduced PCE and TCE concentrations from as high as 380,000 ppb to less than 1 ppb in all monitoring wells. Fluor Daniel GTI recei\'ed an incentive award for maintaining the project ahead of schedule. Remedial Design Engineer, Manufacturing facility, Miami, FL, (1993-1994). Served as remedial design engineer for a manufacturing facility impacted by chlorinated solvents within the Biscayne .-\cluifer. The recovery and treatment operation reduced PCE and TCE concentrations by more than 95 percent. Design Engineer, Industrial facility, Orlando, FL, (1992 -1997). Designed remedial system for diesel contamination beneath a process operation floor for an airline support equipment manufacturing facility. The design included separate-phase product recovery, ground-water recovery and treatment, SVE, air sparging, and land farming. SHAW ENVIRONMENTAL, INC. ERNEST F. MOTT-SMITH, P.E. 4 OGe 122006T . --' <{ If) o "'- o 0:: "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ CD ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES William J. Palmieri Education B.S., Ci\'il Engineering, Northeastern University, 1965 Registrations Professional Engineer: (Structural), MA Background Summary l\Ir. Palmieri is a civil engineer registered as a professional structural engineer, with more than 40 years of ci\'il/ structural and multi-disciplined experience. His experience includes preparation of proposals and presentations, contract negotiations, project management and administration, including scope development, schedule and budget control, quality assurance and technical reviews, planning, feasibility studies, site selection studies, report preparation, building evaluation, engineering, design supen'ision, specification preparation, cost estimating, scheduling, bid analysis, and construction administration. Projects include site selection; site development; new and existing roadway improvement programs; engineering/ design of new and assessment/ rehabilitation of existing bridges for local and interstate roadways/higll\vays and railroads; storm\vater drainage and flood control; municipal and industrial water supply, storage, and distribution facilities; sanitary sewerage/wastewater collection and treatment facilities; vehicle maintenance facilities; railway, public transit and inter-modal transportation facilities; new and rehabilitated structured and surface parking facilities; commercial and educational facilities; central boiler plants and utility distribution systems. I-Ie has performed structural damage assessments and served as an expert witness in construction arbitration proceedings. He also sen'ed as a member of a Board of Public Works responsible for planning and implementation of capital improvements, overseeing budgets, operation and maintenance of water and sewer systems, wastewater treatment system, sanitary landfill, municipal roadways, storm drainage systems, vehicle maintenance, cemetery and public lands, including oceanfront facilities. SHAW ENVIRONMENTAL, INC. OGC122006T Relevant Experience 1996 - Present, Senior Project Manager, Shaw Environmental & Infrastructure, Inc. Preparation of proposals, including teaming agreements, project understanding, scope of work, managing technical approach, le\'el of effort, cost proposals, and contract negotiations. American-Eagle Communities, LLC (for USAFCEE) - Privatization of Military Housing, Hanscom Air Force Base, Lincoln, MA. Design and construction of site and utility infrastructure imprO\'ements for existing military housing on an approximately 181-acre site, to support phased construction of 850 existing housing units by 784 new units, with a minimum of 607 units anilable at all times during construction. [\ new communi~' center, 3 neighborhood centers and a maintenance facili~' are also included. Public access and utility sen'ices including domestic and fire protection water, sanitary sewerage, natural gas seLyice, electric power, communications and cable sen'ices must be maintained at all times during the phased construction. The project includes ne\v roads, imprm'ements to existing roads, crossing wetlands, regrading the site, and storm drainage impro\'ements using Bt\IP's to reduce peak flows to below pre- construction le\'Cls. USDOT /FTA - PMO for Dallas Area Rapid Transit LRT System Expansion, Dallas, TX. DART program for expansion of the light rail transit system involves extension of current LRT facilities and sen'ices to the Northeast and the Southwest. Assisted in risk assessment/mitigation and technical review of station design, plans, specifications and estimates for sixteen at- grade and aerial light rail stations included within six section contracts for the project. USDOT /FTA - PMO for Port Authority Allegheny County (PAAC) Project, Pittsburgh, PA. North Shore LRT Connector project invokes extension of current LRT facilities to connect between the Golden Triangle and the North Shore of Pittsburgh. Assisted in risk assessment/ mitigation and technical review of station design, plans, specifications and estimates for nine contracts related to station shell and finishes for the North Shore Connector portion of the project. WILLIAM J. PALMIERI . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ !!l '" ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) o -' u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES MBT A - Beverly Station Parking Improvements, Beverly, MA. Project ~Ianager for a team of engineers, architects, parking specialists and environmental scientists in the study, planning, engineering, and preparation of conceptual designs for impro\'ements to an existing commuter rail station, including traffic, parking and station accessibility improvements, expanded provisions for regional bus service, schematic design of three different options for a new multi-level parking stmcture containing 400 to 700 parking spaces with pedestrian bridge connecting to the existing train station. An em'ironmental site assessment was performed for the proposed parking structure site which was formerly used as an automobile wrecking facility. Land survey was performed to facilitate design and be used for land acquisition purposes. Schematic Design Report summarized study results and recommended a preferred option. MBTA - Park Street/Haymarket Stations, Light Rail Accessibility Program, Boston, MA. Project t\hnager for a Joint - V en ture team to renO\'a te and improve key stations at historic Park Street and Haymarket Green Line Stations to comply with the :\mericans with Disabilities "\ct. Park Street, constructed in 1897, is located under Boston Common (on the National Register of Historic Places), and the Station is designated as an historic landmark. The project invoh'ed platform modifications including relocation of existing columns to prO\'ide accessible paths of travel, raising of the platforms to accommodate new low-floor light-rail \'ehicles, adjusting all station finishes, fixtures and appurtenances affected by the platform raising, and improving audioh'isual signage and communications to comply with ADA requirements. As the busiest station in the ~fBTA system, staging of constmction to minimize impact on revenue service while keeping the stations opens to public use during constmction was critical for the design. Massport, MBT A, MassHighway - Anderson Regional Transportation Center, Woburn MA. Project ~Ianager for a multi-discipline team of engineers, architects, and parking operation specialists in the planning, engineering, design and constmction administration of a new intermodal transportation center serving three stakeholder agencies (~[assport, ~lBTA and ~IHD). Located on a former Superfund site in \Voburn, it was the first public facility in t\-Iassachusetts to be constmcted on a Brownfield (contaminated site that had been remediated). The project included relocation of mainline tracks, construction of t\vo ne\v raiV signal interlocking; a new bypass track and freight spur; new commuter rail station with high-level center island platform, two pedestrian bridges over the tracks to parking areas; a new t\vo-story 9,000 sCluare foot (sf) intermodal station building; Logan Express, regional and local bus loading platforms; \'anpooV carpool and park- and-ride loading platforms; surface parking for 2,500 cars separated by daily, short- and long-term requirements, and ach'anced parking and revenue control systems to accommodate different parking fee policies of the three agencies. Design focused on prm'iding a user-friendly facility, projecting a positive and inviting image at the former Superfund site, and developing construction staging to minimize impact on existing rail sef\'ice during constmction. Existing commuter rail and bus stations were decommissioned as part of the project. Total construction cost including railroad impro\'ements \vas S I 5.6 million. Texas Utilities Electric Company, Dallas, TX - Rail Spur to Big Brown Station. Project prm'ided a new rail spur from Big Brown SES to an interconnection with the Burlington Northern and Southern Pacific Railroads to allO\v deliven" of western states coal to the power station. Tracks ran 26 miles across rolling terrain, crossing surface water courses, wetlands, undisturbed uplands, and reclaimed strip mining lands, with numerous roachvay crossings of various classifications. ~[ajor stmctures included trestles, bridges and underpasses where grade separation was required for safety, operations, or environmental purposes. Studies were performed for on-site or remote-site coal unloading and handling. ~Iultiple constmction contracts were phased over a three-year period. SHAW ENVIRONMENTAL, INC. 2 WILLIAM J. PALMIERI 06C 122006T . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ '" ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ 0:: ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES MBT A - Park Street/Boylston Street Stations, Tremont Street Tunnel, Boston, MA, Waterproofing, Structural Repairs, and Historic Restoration. Project ~Ianager for waterproofing, structural repairs, and historic restoration of the Park Street and Boylston Street Green Line stations, and the Tremont Street subway tunnel running under Tremont Street and Boston Common between the two stations. Constmcted in 1895, the tunnel and stations were the first part of the first subway system ever constructed in the United States (fifth oldest subway system in the world). Designated as historic landmarks, they are located under Boston Common which is listed on the National Register of Historic Places. Waterproofing of the tunnel roof utilized open cut for access, rec]uiring phased work areas for traffic control, and removal/ replacement of selected trees on Boston Common. Close coordination was required with the City of Boston Department of Public \'('orks, \V'ith surface restoration of Boston Common and reconstruction of Tremont Street being performed by the City. MassHighway - Bridge B-25-11, Main Street Over Salisbury Brook, Brockton, MA. Project 0.[anager for replacement of an existing four-lane urban roachvay bridge over an existing waterway through a congested neighborhood. Project included a subsurface investigation program, preparation of plans, specifications and construction cost estimates for traffic management, temporary pedestrian bridge, demolition of existing superstructure, new pile supported abutments, new pre-cast concrete superstructure, protection and replacement of existing utilities, roadway approach work including roadway, sidewalk, drainage and utility lmprO\'ements. MBTA - Repairs/Improvements, Existing Braintree Station Parking Garage, Braintree MA. Project ~lanager for repairs and improvements to the existing 1, 100-car parking garage complex serving the in termodal transportation facility at the Red Line Braintree Station. The existing parking complex consists of two precast/prestressed concrete structures arranged in a staggered-deck system connected by two circular pattern vertical access ramps. Pedestrian access from the garage to the transit station utilizes walkways at grade and a SHAW ENVIRONMENTAL, INC. OGC122006T covered pedestrian bridge over the bus way. Minimizing impact on revenue service while keeping existing facilities open to the public during construction was critical. MBT A - Repairs/Improvements, Existing Quincy Adams Station Parking Garage, Quincy Project ~Ianager for repairs and improvements to the existing 2, 100-car parking garage complex serving the intermodal transportation facility at the Red Line Quincy Adams Station. The existing parking complex includes two independent, six level, and precast/prestressed concrete parking structures separated by a covered busway / atrium, and connected by crossover bridges at selected levels. Each structure has its own drum ramp structure for \'ertical access from a common toll plaza that ties directly to ramps connecting \V.ith the regional highway system. The two garages are servcd by a common elevator/lobby core connected to the rapid transit station. t\[inimizing impact on re\'Cnue selTice while keeping existing facilities open to the public during construction \vas critical. MBT A - Quincy Adams Station Parking Garage Addition, Quincy MA. .\s Project t\Ianager, led a team of specialists to increase parking capacity at the existing intermodal transportation facility at the Red Line Ouinc\' .\dams Station. The addition w~s designed as a ne:' six~ le\'el, precast/prestressed concrete structure tied to the existing ramp and parking complex, increasing parking capacity at the station by 1,400 spaces to a total of 3,500. The multi-disciplined project was taken through schematic, design development and final design. Minimizing impact on revenue sef\'ice while keeping existing facilities open to the public during construction was critical. MBT A - Braintree Station Parking Garage Addition, Braintree, MA. I\S Project ~Ianager, led a team of specialists to increase parking capacity at the existing intermodal transportation facility at the Red Line Braintree Station. The addition was designed as a vertical expansion of the existing two level, precast - prestressed concrete staggered deck structure, utilizing the existing ramp and access systems, increasing parking capacity at the station by approximately 700 spaces to a total of 1,800. The multi-disciplined project was placed on hold by the MBT A. Design focused on minimizing WILLIAM J. PALMIERI 3 . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ '" ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES impact on revenue service while keeping existing facilities open to the public during constmction. MassTurnpike Authority - Maintenance Facility Improvements, Various Locations, MA. As Project t\lanager, led a multi-disciplined team for improvements and expansion of existing maintenance facilities and improvements at existing police barrack fueling stations located along the Turnpike at South borough, Auburn, Charlton, Chicopee, Blandford and Lee. The project included improvement and expansion of personnel facilities, light and hea\)' truck maintenance facilities, addition of sand-salt storage buildings, and canopies at police barrack fueling stations. SHAW ENVIRONMENTAL, INC. WILLIAM J. PALMIERI 4 OGC122006T . "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ <Il ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ D "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Richard A. Pariseau, P.E. Education ~LS., Environmental Sciences, Rutgers University, 1973 B.S., Chemistry, Stonehill College, 1968 Registrations Professional Engineer: ~L\, TX, IL Background Summary t\lr. Pariseau is a Project Engineer in the E & I Engineering Design Center. He is an Engineer with over 30 years of experience on utility, cogeneration and industrial projects. He directs the activities of water and wastewater treatment professionals in the design, procurement, operational re\'iew, and permitting associated with gas and coal fired utility water and wastewater treatment systems. He has prepared conceptual and detailed designs for water and wastewater treatment systems at nuclear and fossil fueled power stations, cogeneration and combined cycle stations and industrial facilities including makeup and condensate demineralizers, clarifiers, filters, steam cycle sampling, sanitary \vaste treatment, stormwater management systems and chemical feed systems. His responsibilities ha\'e included the preparation of technical and economic e\'aluations of alternative systems, flow diagrams, cost estimates, equipment layouts, and specifications for eCluipment procurement, review of manufacturer's drawings and inspection of equipment. Among his current assignments are the design and engineering of wastewater treatment systems for flue gas desulphurization systems at China Light and Power Castle Peak Station, Reliant Keystone Station, Constellation Energy Brandon Shores Station and Mirant Dickerson, Chalk Point and Morgantown Stations. Previous FGD wastewater assignments included the support of the f\merican Electric Power ~lountaineer and Cardinal sites FGD System retrofits in the area of wastewater collection, treatment and discharge. He is also assigned to the Dominion Energy Chesterfield project FGD System to support project makeup water and wastewater issues. He completed the support of the startup and commissioning of the zero discharge wastewater treatment s\,stem at the I-Iarquahala Generating Station in Tonopah, Arizona. He also supported the startup and commissioning of the steam/water chemistry systems at Harcluahala and at the Covert Generating facility in CO\'ert, t\ Iichigan. f\lso, he completed makeup water treatment system reviews of commissioned systems at the Sugar Creek, Indiana and Bogue, Jamaica combined cycle plants of ~Iirant. For Distrigas of Everett, he provided recommendations to reduce fouling of SCR catalyst, which was being caused by the erosion of flue gas duct insulation and b\' NOx injection water dissolved solids. For O\'er five years, his major assignment was the preparation of EPC proposals for water, wastewater and chemical systems for national and international power generating facilities. The systems for which conceptual design \vas de\,doped and cost estimates prepared include desalination, electrochlorination, zero discharge \vastewater treatment, demineralization, steam/water analysis, water chemistry laboratory, and chemical injection. Plant water use was e\'aluated for each facility and a water balance was prepared. He was responsible for the ell\'ironmental engineering and design of the Shaw Combined Cycle Reference Plant. Corporate position papers were completed on HRSC; Chemical Feed, Steam/Water ,\nalysis and Chemical and Oil Tank Containment. Arrangement drawings were produced for plant water systems and system descriptions and PlD's were prepared. Position papers on modularization of major combined cycle plant water and waste\vater components \vere prepared. He completed the permitting support and elwironmental engineering and design of the 750 M\,\l combined cycle AES Granite Ridge Project in Londonderry, NH. l\S Owner's engineer for AES Corp, he attended hearings and prepared support documentation to regulatory authorities for the plant water and wastewater systems. He assisted in the preparation of the NDES permit for the plant, which uses secondary sewage effluent as cooling tower makeup, discharging to a town sewer w'ith existing hydrogen sulfide based corrosion problems. He was responsible for the design of the water treatment SHAW ENVIRONMENTAL, INC. RICHARD A. PARISEAU OGC 122006T . -' <{ If) o "'- o a: "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ !'l CD ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES building that included the cooling tower clarifier/ filter, demineralizer, chemical feed, and wastewater and sump pump systems. He also prO\'ided the operator training for these systems. The cooling to\ver makeup system is a 3000-gpm system comprised of an integral ballasted t10w type clarifier and multimedia filter. He served as Owner's environmental engineer in support of the conceptual design, licensing and permitting of the water systems for three cycle Exelon pO\ver projects in the greater Boston area - ~Iystic, Fore R.i\'er and ~Iedway. He completed design of the t\[asinloc Project in the Philippines, two - 300MW coal fired plants which began operation on schedule in 1998. He \vas responsible for design, procurement and field Sllpport of the clectrochlorination system, demineralized water treatment system, wastewater treatment system, tra\'eling water screen, steam/water analysis system, raw water system, potable water system and selyice water system. He has conducted due diligence reviews of water and wastewater treatment systems at cogeneration facilities, including a zero-discharge solar energy facility, a zero- discharge coal-fired cogeneration plant, and a zero- discharge coal waste fired plant. He has designed modifications to the stormwater collection system at the Petersburg Generating Station of Indianapolis Power and Light. The project required the segregation of process wastewater and potentiall~' contaminated stormwater mnoff from noncontaminated runoff and included the design of lined channels, underground piping, lift stations and oil/water separators. He also prepared the Erosion Control Plan for the construction of wet limestone Flue Gas Desulfurization systems for Petersburg Units I and 2. Relevant Experience 1973 - Present, Shaw Environmental & Infrastructure, Inc. Mirant Dickerson, Chalk Point and Morgantown FGD Wastewater Systems. Developed the conceptual design of wastewater treatment system to sllpport the retrofit of a wet limestone scrubber to the coal fired power plants. ~[odified plant water balance to incorporate water use and wastewater discharges from SHAW ENVIRONMENTAL, INC. 06C122006T FGD system. Prepared detailed study and cost estimate for the FGD wastewater system. Prepared bid specification, conducted bid evaluation and prepared purchase recommendation for FGD wastewater system supplier. Constellation Energy Brandon Shores FGD Wastewater Treatment System. Developed the conceptual and detailed design of wastewater and makeup water treatment system to support the retrofit of a wet limestone scmbber to the coal ftred power plant. Modified plant \vater balance to incorporate water use and waste\vater discharges from FGD system. Prepared detailed study and cost estimate for the FGD wastewater system. Supported the evaluation of the impact of rGD wastewater discharge on the Patapsco River in accordance with ~Iaryland \vater quality standards. Prepared bid specification, conducted bid evaluation and prepared purchase recommendation for makeup water and rGD wastewater system suppliers. Reliant Keystone FGD Wastewater Treatment System. De\'eloped the conceptual and detailed design of wastewater and makeup water treatment system to support the retrofit of a wet limestone scrubber to the coal fired power plant. t\Ioclified plant water balance to incorporate water use and waste\vater clischarges from FGD system. Prepared detailed study and cost estimate for the FGD wastewater system, including an evaluation of a zero wastewater discharge system using e\'aporative based technology. Supported the evaluation of the impact of FGD wastewater discharge on Crooked Creek and the Allegheny River in accordance with Pennsylvania water quality standards. Prepared bid specification, conducted bid evaluation and prepared purchase recommendation for FGD wastewater system supplier. PPL Montour and Bruner Island FGD Wastewater Treatment Systems. Developed the conceptual and detailed design of a wastewater treatment system to support the retrofit of a wet limestone scrubber to the coal fired power plants. Modified plant water balance to incorporate water use and wastewater discharges from FGD system. Prepared detailed study and cost estimate RICHARD A. PARISEAU 2 . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ '" ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES for the FGD wastewater system. Supported the e\'aluation of the impact of FGD wastewater discharge on the Susquehanna River in accordance with Pennsykania \vater quality standards. Prepared bid specification, conducted bid evaluation and prepared purchase recommendation for FG D wastewater system supplier. Mountaineer FGD System. Developed the conceptual design of water and wastewater systems to support the retrofit of a wet limestone scrubber to the coal fired power plant. Calculated stormwater runoff from FDG system storage piles. r.lodified plant water balance to incorporate water use and wastewater discharges from FGO system. Prepared detailed study and cost estimate of alternati\'e systems to provide water treatment to produce makeup water of quality suitable to support multiple FGD system \vater requirements. Developed conceptual design and cost estimate for FGD waste\vater treatment system. E\'aluated impact of FG D waste\vater discharge on the Ohio River in accordance with \,\'est Virginia water cluality standards. Chesterfield FGD System. Denloping the conceptual design of \vater and \vaste\vater systems to support the retrofit of a wet limestone scrubber to the coal fired power plant. E\'aluating water treatment systems to produce makeup water of quality suitable to support multiple FGO system water requirements. De\'eloping a conceptual design and cost estimate for FG D wastewater treatment system, consisting of two- stage (hydroxide and sulfide) precipitation of heavy mctals and biochemical oxygen demand (BOD) removal. Harquahala Generating Station. Participated in the startup of a zero liquid discharge system for this combined cycle gas fired plant in Tonopah, Arizona. The system includes clarificr/ softener, multimedia filter, reverse osmOSIS, vapor recompress or evaporator, crystallizer and centrifuge. Responsibilities included review of operating chemistry information and recommendation of operations practices for the unit processes in the system. Participated in thc startup of the steam systems by evaluation of steam cycle chemistry data. Reviewed data to determine reasons for steam chemistry contaminants being above applicable limits and recommended I SHAW ENVIRONMENTAL, INC. OGC122006T additional data collection. Assisted in the identification of a defective deaerating condenser as the cause of high s team conductivity. AES Granite Ridge Combined Cycle Power Project. Preparcd PID's, spccifications, bid evaluations, reviewed manufacturers drawings and supported the design of the cooling tower makeup treatment, demineralizer, chemical feed, steam water analysis, wastewater and sump pump and tank heater systems. The cooling tower makeup system is a 3000 gpm system comprised of a biological filter, clarifier and multimedia filter. Assisted in the permitting and licensing of the project by preparing answers to agency questions on water and wastewater. Prepared draft \,\'astewater Permit for discharge to local POT\V, including calculation of concentrations of chemical releases. Developed chemistry monitoring program for analysis of makeup water and potable water. Evaluated alternati\'e technologies for treatment of sewage effluent as makeup to the plant circulating \vater system and for treatment of municipal water as makeup to the plant demineralized water treatment s\'stem Petersburg Station, Indianapolis Power & Light Company. As Lead Environmental Engineer, supported the submittal of a plant NPOES permit by compiling a cluantitative site water balance for the existing four unit coal-fired power plant, each with wet limestone scrubber. The \vater balance included ri\'Cr water, storm\vater and \vastewater collection and trea tmen t. Prepared an erosion control plan for construction of the rGD systems in accordancc with Indiana Department of Environmental Management Guidelines. Prepared engineering and design modifications to the site storm drain system to improve coal pile runoff collection and segregation process wastewater from stormwater. Project included the design of lift stations, redesign and installation of new catch basins and drainage piping, and a survey of plant drawings to identify dry weather drainage flow. Sithe Energy - Mystic, Fore River and Medway Projects. Assisted in the permitting and licensing of the project by developing the conceptual design of the water RICHARD A. PARISEAU I~ . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ Cl <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ OJ ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ Q: ::::> If) g u If) is "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES and wastewater treatment systems. Supervised the development of the conceptual and detailed design of the stormwater drainage systems for the projects in accordance with the guidelines of the ~Iassachusetts Stormwater Policy. Mirant Sugar Creek and Bogue Combined Cycle Projects. Completed design review of makeup water treatment systems at two ~lirant project startups. The Bogue system consisted of fixed film biological reactor, dissolved air flotation, multimedia filtration, reverse osmosis and clectrodeionization. t\lakeup water to the facility is from the ~lontego Bay municipal wastewater treatment plant. The Sugar Creek system consisted or iron precipitation, filtration, re\'erse osmosis and electrodeionization. Loss of ferric chloride feed pumps had caused contamination of the entire system \vith ferric hydroxide, requiring substantial cleaning of \'essels and filters and reverse osmosis membrane cleaning. Confirmed the adecluacy of the system to switch makeup water source from river water to ground \vater. Vermont Yankee. Prepared studies e\'aluating the impact of a 750,[\,\' uprate of the Vermont Yankee Nuclear Power Plant on silt deposition in the cooling tower and on the concentration factor for Total Dissoked Solids in the plant circulating water system. PPN Combined Cycle Project (India). Prepared a specification for re\'erse osmosis desalination of seawater to provide potable and makeup water for combined cycle power project. Developed a monitoring program to analyze seawater to support desalination system design. ,\ssisted in the evaluation of proposals and the selection of the system supplier for the system and detailed design de\'elopment of the system. Reviewed specifications for chemical feed, sanitary waste treatment and gaseous chlorination systems for the project Fossil Project Development. Prepared specifications, e\'aluated bids, prepared conceptual design, and cluantity development for piping, valves, and instruments for water treatment, e1ectrochlorination, condensate polisher, waste treatment, chemical feed, and SHAW ENVIRONMENTAL, INC. OGC 122006T steam/water analysis systems to support lump sum turnkey projects for national and international projects. Fresh Kin Landfin Leachate Treatment, New York Department of Sanitation. As Lead El1\'ironmental Engineer, prO\'ides re\'iew of process chemistry data and recommendations for operational changes for a sequencing batch reactor (SBR) operated to nitrify and precipitate metals from landfill leachate from a municipal solid waste landfill. E.W. Stout Generating Station. As Lead Environmental Engineer, supef\'ised the design of the storm drainage systems for the addition of two combustion turbine units to the station. Prepared the drainage design submittal to the City of Indianapolis to construct the system and the Erosion Control plan to the Indiana Department of El1\,ironmental ~Ianagement. Aliveri Power Project, Public Power Corporation of Greece. As Consulting Engineer, prepared specifications and design dra\vings for a tender document for two 600-~[\'\' coal-fired plants. Systems included reverse osmosis desalination for boiler and flue gas desulfurization system makeup, waste\vater collection and treatment, steam/water analysis, and chemical injection. Plot plans and layouts were developed for water and wastewater treatment systems. Finch Pruyin Paper Co., Glens Falls, NY. .As Project Engineer, responsible for engineering and design of projects to retrofit bulk chemical storage facilities and additional demineralized water production facilities at the paper mill. Also responsible for cost and scheduling activities. Designed chemistry laboratory facilities for steam plant. Walling Ford Municipal Wastewater Treatment Plant, Wallingford, CT. As Lead El1\'ironmental Engineer, prepared Operating and t\Iaintenance Manuals for ~Icchanical Ec}uipment installed in the 8 t\IGD municipal waste\V'ater treatment plant which employs Rotating Biological Contactors for secondary and tertiary treatment. RICHARD A. PARISEAU 4 . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ Cll ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) o -' u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Michael Powers Education B.E., Civil Engineering, \Ventworth Institute of Tcchnology, 1991 Registrations \Vastewater Treatment Plant Operator: United States, Background Summary t\[r. Powers has O\'er fifteen years of ci\'il and cl1\'ironmental engineering consulting experience, prO\'iding design, technical oversight, coordination, and project management. t\Ir. Powers has been involved in projccts associated with water and \vaste\vater systems at power-plants and waste\V'ater treatment plants \vithin the United States with responsibilities including the preparation of proposals, engineering design documents, P&IDs, cost estimates, eCluipment layouts, specifications for equipment procurement, re\'iew of manufacturcr's drawings and inspection of eCluipment, construction supef\'ision inspection of installed eCluipment. i\Ir. Powers has also completed projects at numerous hazardous \vaste site remediation and remedial actions sites including multiple industrial and Superfund sites. Throughout Mr. Powers's career, his resourcefulness, new approaches, and ideas have enabled him to soh-e the challenges he has faced with his projects, closing them on time and on budget. Relevant Experience OS/2005 - Present, Project Engineer, Shaw Environmental & Infrastructure, Inc. Project Engineer for the redesign of the headworks at the existing wastewater treatment plant for the t\[arine ~Iountain \\'arfare Training Center in Central Cf\. Assumed lead engineer responsibilities for sanitary issues and provided design oversight of mechanical, electrical, civil and I&C engineers for the project. Provided coordinated of the project for the California Project Manger and the client including providing required design submittals and arranging design meetings with the client. The plant required upgrades to the headworks to include a flow meter, bar screen, and grit removal system to bring the facility into compliance with its permit requirements. The project also recluired additional modernization to the plant infrastructure to prO\'ide existing equipment protection from local sever weather issues that included building roofs to keep snow out of open tanks and the demolition and construction of a new lab and control building for the treatment plant. Additional upgrades at the facility include paving and grading of the work areas, PLC controls upgrades, influent and effluent sampler installations, retaining walls, demolition, electrical and HVAC upgrades. 03/2004 - Present, Task Engineer, Shaw Environmental & Infrastructure, Inc. . Prepared the water and wastewater bids for Shaw's SO year utility privatization proposals for multiple military bases within the United States. Conducted life cycle analysis of existing infrastructure and prepared 50 year replacement schedules for water and wastewater utility equipment to upgrade the cluality and supply of sef\'ices for the bases. Bid items included \'ah-es, water distribution mains, sewer collection lines, waste pump stations, water supply wells, water towers, water meter systems, line cleaning and repairs, manhole replacements and associated manpO\ver requirements for \vater and \vastewater treatment plant and collections operations. Also prepared the projected repair and replacement schedules for each bases \vaster and waste\vater treatment facilities and piping systems based on the projected life cycle of the project to maintain and upgrade the existing infrastructure facilities. Prepared O&~I staffing and costs as well as the transition requirements including costs and staffing. . Provided re\'iew of an industrial clients site to assess the situation with a problematic packaged wastewater treatment system installed to treat sanitary wastes from the facility. During the assessment it was noted that the system was not operating properly as the treatment system was accepting larger volumes of waste than permitted and un-permitted wastes were also being sent to the facility. The entire facilities operations were then rcviewed and a plan to bring the facility back into compliance was prepared along with the proper notifications to the state permitting board were made. The facility was required to stop wet floor scrubbing operations, and forced to reduce potable water use by updating fixtures and eliminating non permitted flows. A water balance was prepared utilizing historical information to locate the high water use locations for planning water savings and for SHAW ENVIRONMENTAL, INC. MICHAEL POWERS OGC122006T . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ en ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES submission to the state agencies during possible permit modifications. 01/2005 - 06/2006, Lead Engineer, Shaw Environmental & Infrastructure, Inc. \,\'orked as the lead water distribution and wastewater collection engineer for the redesign of the existing 78-1- unit military family housing area. The private developer who leases the property for the next 50 years is replacing all the housing units currently at the site over the next 5 years. The reconfigurations recluired new infrastructure to be designed for bid solicitations and environmental permitting. \Vork included the re-routing of water distribution piping through the ne\v layout of homes, proper zoning of the \vater s)'Stem, fIre supply and sizing of individual services for single through multiplex units and the supply of the required dra\vings and specifications for the construction of the water and wastewater portions of the project. Design included interaction with existing base engineering and fire department to satisfy concerns and recjuirements unique to military infrastructure systems. The sanitary sewer collection piping was also rearranged to accommodate the re\vorked housing arrangement including the addition of a number of new streets and dead ends that were added. \,\'ork included the addition and replacement design of collection mains to transmit sewerage to the existing base collection system for disposal, sizing and layout of sanitary mains and sen'ices to each neighborhood and building location. 11/1991 - 06/2004, Task Engineer, Shaw Environmental & Infrastructure, Inc. Designed and re\'ised P&IDs for power plant HRSG and cooling tower chemical feed systems for purchase, reviewed and approved manufacturers dra\V-ings of chemical feed system equipment and water sampling systems. Supported lead engineer by completing reviews of required system information, Owner/Vendor changes, and routing design and drawings for inter-discipline re\'iew. Supported lead engineer with review of design documents for vendor supplied and installed zero liguid discharge water treatment system at site. Constmcted a multi faceted water balance and process flow diagram to incorporate all aspects of system operation including the zero liquid discharge system to assist plant Owner with the daily nomination of the plants raw water requirement for multiple operational conditions. Provided review of bids from chemical feed system SHAW ENVIRONMENTAL, INC. OGC 122006T bidders and the Owner supplied demineralization bids for conformance with the specifications. \Vorked on- site with project management personnel utilizing the CEMs system information to report emissions violations. Constructed backup documentation to support each \'io!ation, \'erify its authenticity, and prepare the proper reports to the permitting board detailing the reason and the steps taken to prevent future violations. Interfaced with CEMs vendor to have changes made to system to correctly display and collect recluired information and ensure the proper reporting of the information for regulatory purposes. · Constmcted, modified, and reviewed detailed mass balance calculations for a chemical weapons demilitarization facility including all process licluids associated with the neutralization process to detail quantities for offsite disposal and eCluipment sizing. t\Iaintained and updated block-flow diagrams to correlate to revised P&IDs and system design changes. Constructed detailed area descriptions of multiple operational areas within the containment building for use b~' process system operators to determine operation of treatment area and for review of hazards contained within the area. Revie\ved system descriptions drafted by other disciplines within the project to maintain reporting continuity within reports as \vell as technical content. Brought in to conduct walk-downs of the demineralized \vater s)'Stem supplied and installed by a previous contractor that was not yet operational. Reviewed P&IDs, installed equipment, and changes made to the system by the client and pre\'ious engineering contractor. SupetTised craft personnd to complete the installation of the remaining system eCluipment and constructed / maintained punch-list during work at site. Verified design by previous vendor of demineralization system to accommodate the current and future raw water supplies. Designed and oversaw changes to upgrade the chemical feed systems, instrumentation system and PLC controls to maintain proper system operation and decrease the manual monitoring requirement for plant operators. Reviewed all demineralization vendor P&IDs and marked up drawings as changes were made for final editing as record copies. Oversaw startup of the demineralized water system to verify design criteria were met and system operated to client specifications. Troubleshot the as-built regeneration chemical feed systems and modifIed the design to accommodate specific site issues and storage locations of bulk chemicals to allow proper regeneration of the mixed bed de-ionization systems. Provided educational MICHAEL POWERS 2 . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ '" <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ '" ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES classes to the site plant operators in the operation and maintenance of the new treatment system prior to takeO\'er from the construction contractor. . Designed and re\'ised P&IDs for power plant I-IRSG chemical feed system, demineralized water, sampling system and \vastewater disposal system in preparation for construction. Re\'iewed regulations regarding storage and use of chemicals on Long Island for use by project to comply with County regulations. Supported other disciplines \V'ithin the job to facilitate changes to system designs to maintain environmental compliance. Constructed a water balance to incorporate all aspects of system operation to support the plant Owner with the estimation of raw \vater requirements and equipment sizing. ~Iaintained environmental budget to maintain cost and schedule for environmental portion of project. Preformed calculations for design and specification of I-IRSG chemical feed pumps, waste\vater, and demineralized water pumps and head-loss calculations for piping in each system. . Designed and installed numerous Soil Vapor Extraction r\ir Sparging systems as well as biosparging systems for the removal of contaminates at numerous industrial and manufacturing facilities. Design engineer, pilot testing, and construction supervisor for the installation and startup of numerous dual phase biorcmediation cells and groundwater remediation systems to remO\'e gasoline, chlorinated compounds, in-situ jet fuel and other contaminates to promote biodegradation. Activities included coordination and contracting of construction \'enclors including electrical, mechanical, building, and excantion vendors to build the designed system to the project schedule and budget. Installations include remediation equipment within the treatment building including blowers, system controls. The system installations included o\'er 2.5 miles of process pipe, 70 extraction wells and all electrical and mechanical systems. Constructed multiple SVE/ AS treatment trailers including all piping and mechanical work as well as electrical and control design for operation of trailer. I SHAW ENVIRONMENTAL, INC. OGC122006T MICHAEL POWERS [2:] . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ III ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ 0:: ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Bruce R. Raine, P.E. Mechanical Engineer Education B.S., i\Iechanical Engineering, Drexel University, 1986 Registrations Professional Engineer, MA, ~IE, NY, 0 I-I, P A, andRI Background Summary Mr. Raine is a Lead Engineer at Shaw/Stone & \,\Tebster and is a registered Professional ~[echanical Engineer in six states. I-Ie has over 20 years of experience in the natural gas industry with extensi\'C involvement in the design of natural gas transmission, pressure regulation, gas distribution, and gas compression facilities. He also has a working knowledge in permitting, engineering and construction of Licluefied Natural Gas (LNG) facilities. I-Ie has prm'ided technical support and project management sen'ices during the execution of natural gas infrastructure projects including gas distribution systems, gas metering and pressure regulation facilities and gas compression facilities. As Project t\Ianager and Project Engineer, t\Ir. Raine has organized and executed projects and tasks up to $20 million in value. I-lis expertise is in process design, pipeline hydraulic flow analysis and equipment specification writing for natural gas transmission, distribution and LNG facilities. His duties include providing technical support and system design for natural gas pipeline projects including LNG liquefaction and \'aporization facilities and gas custody transfer meter stations. During the past ten years, Mr. Raine has successfully executed several reciprocating gas compression projects in excess of 10,000 horsepower for gas transmission companies located in the northeastern United States. He has also permitted and engineered at least five natural gas flow measurement and/ or pressure regulation facilities. ~Ir. Raine has expert knowledge of the New England gas industry and has been a consultant to many of the regions natural gas transmission companies performing engineering studies, Federal and State permitting activities, preliminary and detailed facility design, capital I SHAW ENVIRONMENTAL, INC. OGC122006T cost estimates and construction management selTices. I-Ie has consulted to Shaw's Homeland Security division as a natural gas industry expert in the State of New York. He provided technical input in the preparation of se\'eral vulnerability assessments of N ew York State energy facilities in the natural gas, LNG and liquid petroleum indus tries. ~Ir. Raine has a working knowledge of alternative fuel systems for transportation vehicles such as compressed natural gas (CNG) and LNG fuels used in passenger buses and commercial vehicles. He has engineered and constructed se\'eral bus fueling stations utilizing CNG and LNG as alternative fuels to traditional diesel. t\[r. Raine's field experience includes being the Resident Engineer during the construction of a LNG vaporization facility in Fisher, Illinois and during the construction of a large metering and pressure regulation facility in Bronx, New York. During field assignments, he has inspected construction identifying technical and permitting deficiencies and on the behalf of the Owner, monitored the construction contractor. Relevant Experience 1989 - Present, Shaw Environmental & Infrastructure, Inc. Dominion Energy - Brayton Point POTW Makeup Water System (2005 to 2006). Dominion Energy will install air emission control systems on units 1,2 and 3 at their Brayton Point Station in Somerset, t\Iassachusetts as part of a new air emission control program. Dominion proposes to supply 1.28 ~IGD of this makeup demand \vith treated effluent from the Somerset POT\,' and the remaining 0.43 ~IGD with Somerset city water. A 10 inch pipeline will be installed from the new lift station at the Somerset POT\V to the Brayton Point Station storage tank. The pipeline will be buried within an existing water and sewer line easement granted to the Town of Somerset, in an existing crossing under Interstate 195, partially in town streets and within property owned by National Grid and along Brayton Point Road to a new makeup water storage tank adjacent to the air emission control systems. ~Ir. Raine will engineer the POT\V pipeline and prepare the pipeline alignment sheets for permitting and construction. The pipeline will be piggable and includes all necessary BRUCE R. RAINE Q . 0:: "'- If) I f- "'- o UJ Cl <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I .~ ~ '" ::::> If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES launchers, recei\'ers, \'alves & fittings to clean the pipeline. The Unit 1 and 2 systems are scheduled for operation in fall 2007 and the Unit 3 FGD system is scheduled for 20 lO. Pennsylvania Power & Light - Brunner Island- Utility Relocation Project (2005). ~Ir. Raine was Lead Engineer and investigated the location of existing plant utilities at Brunner Island Generation plant in the area designated for the installation of Flue Gas Desulphurization (FGD) facilities. He initiated a drawing reyiew and prepared an electronic map depicting the location and depth of cO\'er for all existing utilities in the subject area. The information will be utilized by the FGD design engineers during site de\'Clopmen t. Dominion - Chesterfield Emission Enhancement Projects - Piping Relocation Project (2003 to 2004). Shaw is the selected contractor to Engineer, Procure and Construct (EPC) se\'eral emission enhancement projects related to the Chesterfield Generating Station, Chesterfield, VA. As part of this project, t\Ir. Raine was Lead E-:ngineer during the preparation of specifications and drawings necessary to contract the supply, fabrication, installation and testing of fuel oil, waste water and fire protection piping relocations, including all required steel pipe supports and their foundations at the Chesterfield Station. The piping relocations were necessary to complcte a secondary containment dike to surround the existing Unit No.8 Fuel Oil Tank. The piping relocations have been completed. Tennessee Gas Transmission - Pipeline Appraisal- Schoharie County, NY (2003 to 2005). Mr. Raine prepared a detailed capital cost appraisal for one 8500 hp, natural gas compressor station and approximately 55 miles of natural gas transmission pipelines in Schoharie Coun ty, New York. The appraisals arc part of continuing litigation between Schoharie County and Tennessee Gas Transmission over property taxation \'aluations. ~lr. Raine will provide expert testimony during future court appearances representing Tennessee Gas Transmission. I SHAW ENVIRONMENTAL, INC. OGC 122006T Iroquois Natural Gas Transmission System (1999 to 2004). t\Ir. Raine was Project Engineer for Iroquois Gas Transmission S\'stem's (IGTS) Eastchester Extension Project. During the permitting phase, he assisted in the preparation of the FERC Enyironmental permit. During detailed design, he \vas the Project Engineer and Professional Engineer responsible for the mechanical design of five gas compression facilities totaling over 40,000 horsepower, approximately 1-1/2 miles of 24" transmission pipeline and a 360 mmscfd natural gas metering and pressure regulation (M&R) facility. During construction, he was the Resident Engineer responsible for the technical installation and operation of the t\I&R facility. Hunts Point t\letering & Pressure Regulation Facility - At the terminus of the Eastchester Extension marine pipeline, S&W designed a natural gas metering & pressure regulation facility located at the existing Consolidated Edison of NY's Hunts Point Compressor Station. The facilit\, was designed to meter, preheat and control the tlow of IGTS gas sales into Con Ed's \,\'estchester latcral. Gas sales arc measured through a 24" ultrasonic tlow meter. Gas preheating is accomplished \'ia two (lOOo!" redundant) 20 mmBTU /hr, Johnston hot \vater heaters. [-!cat is exchanged \vith the process gas through t\vo (1000/0 redundant) shell and tube heat exchangers. Flow control and pressure regulation is performed through three (SO'Yt, redundant) runs of Fisher control vakes. Eastern Shore Natural Gas (2000 to 2001). As Project Engineer, Mr. Raine was responsible for the preliminary and detailed design of a 3,300 horsepmver mainline natural gas compressor station in Daleville, Pennsvlvania. The gas compressor station consisted of two, Caterpillar G3606-LE-TI\-130 natural gas engines rated to 1,665 bhp @ 1,000 rpm driving t\vo, Ariel JGC/.f, t\vo throw, single stage, reciprocating natural gas compressors. The duration of the project was approximately one year and had a budget of $8 million. North Carolina Natural Gas (1998 to 1999). [\s Project Engineer, t\Ir. Raine was responsible for the design and construction of a 3,300 horsepower mainline natural gas compressor station in Clayton, North Carolina. The gas compressor station consisted of t\vo, Caterpillar G3606-LE-TA-130 natural gas engines rated BRUCE R. RAINE D . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ to <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES to 1,665 bhp @ 1,000 rpm driving two, ArielJGC/2, two throw, single stage, reciprocating natural gas compressors. The duration of the project was approximately one year and had a budget of $6 million. The project was successful and allows NCNG to feed existing customers including several pmver generation facilities. BG Transco UK (Aug 1997 to Present). As Lead ~[echanical Engineer, Mr. Raine performed compressor station hydraulic design calculations for a three unit, gas engine driven, reciprocating gas compressor station totaling 18,750 hp for BG Storage at the I-[ornsea Salt Ca\'ity Storage Facility. [-Ie performed conceptual studies and made recommendations for suitable eCluipment selection, plant layout, operating economics and a capital cost estimate. Eastern Shore Natural Gas Company (Dec. 1995 to Apr 1997). t\Ir. Raine was Project Engineer for the design of a nominal 3,300 horsepmver gas engine dri\'Cn, natural gas compressor station for the Eastern Shore Natural Gas Company. The Delaware City compressor station consists of three, Caterpillar G 35 16-LE-Ti\- 130 natural gas engines rated to 1085 bhp @ 120D rpm and three Ariel J G D-2 f\VO throw, single stage, reciprocating gas compressors. . The Delaware City Compressor Station is an unmanned facility and is controlled from the companies headquarters located in Dm'er, Dela\vare Massachusetts Municipal Wholesale Electric Company Guly 1996 to Dec 1996). ~Ir. Raine was Project Engineer for the engineering and design of a 15 mile, 5,000 sdh high pressure gas transmission pipeline, custody transfer, gas metering and pressure regulation facility required for the fuel cot1\'ersion from oil to gas of five, electric pO\ver generation gas turbine engines. The scope of work to site the pipeline included el1\'ironmental, State and local regulatory permitting. The facilities are planned for operation in 1999. Commonwealth Electric Company (Sept 1995 to Mar 1996). As Mechanical Engineer, Mr. Raine designed and prepared Piping and instrument Diagrams and physical installation drawings to construct a 3,750 mscfh natural gas pressure regulation facility. The regulation setting is used to supply natural gas into the Canal Unit 2 electrical generation facility. I SHAW ENVIRONMENTAL. INC. OGC122006T Commonwealth Electric converted the Canal Unit 2 facility from oil to natural gas. The drawings and specifications were used during the cOI1\'ersion. General Electric Company (Aug 1995 to Dec 1995). t\[r. Raine was the on site representati\'e during the design and installation of approximately 3000 feet of 12" to 48" diameters of Insituform cured-in-place linings. General Electric installed the linings into their existing storm drainage systems using trench less technologies to prevent soil contaminates from infiltrating into the piping and being discharged into the Saugus Ri\'er. I-Ie was present during construction re\'ie\ving the installation techniclues and specifications. NKK Corporation Gune 1995 to Sept 1995). t\[r. Raine performed a transient hydraulic anal~'sis of a natural gas compression facility and feed gas pipeline for a gas turbine driven, electrical power generation facility located in Tokyo, Japan. He hydraulically analyzed a variable speed, electric motor dri\'en, centrifugal feed gas compressor station and transportation pipeline using Stoner Associates G,\SUS transient analysis program. I-Ie also completed an economic analysis of the proposed compression machinery to determine the most cost effecti\'e driver/ compressor selection Granite State Gas Transmission, Inc. G une 1994 to Aug 1994). ,\s Lead ~[echanical Engineer, Mr. Raine engineered, \vrote purchase and construction specifications, managed contract bids and \vas tield inspector during the blowdown, repair and purge of nine miles of 18" gas pipeline in Windham, ~Iaine. He was construction manager for the project and represented GSGT during construction. The pipeline remediation project was successfully completed so that GSGT could destructi\'ely test five, 18" wrinkle bends to determine these physical properties. Western Farmers Electric Corporation Gan 1994 to Feb 1994). As Lead Mechanical Engineer, t\Ir. Raine studied and made operational recommendations to WFEC to eliminate liquid hydrocarbon condensation from wet natural gas presently produced from this Trailfield gathering system in western Oklahoma. He utilized a process simulation program (SnvISCI pro II) to model the gathering system and performed an economic analysis of several remedial options. BRUCE R. RAINE 0 . .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- Peoples Gas Light & Coke Company (Dec 1992 to Oct 1993). As Lead ~Iechanical Engineer, was responsible for the design calculations, specifications writing, system modeling, carbon and stainless steel piping design, heating and ventilation design, and onsite construction field engineering for a $6.5 million liquefied natural gas plant vaporization system. During the design, he prepared process and instrumentation diagrams and detailed mechanical installation piping drawings for hot water/ ethylene glycol, liquefied natural gas, instrument air, heating and ventilation, and natural gas fuel piping systems. He also prepared contract specifications and prepared all mechanical nkes and equipment purchasing specifications. During construction, he received all equipment, made field moditlcations, and inspected the work of the ~[echanical Contractor. This plant has been in operation since October 1993. Granite State Gas Transmission, Incorporated (Mar 1992 to Dec 1992). As Lead t\[echanical Engineer, he designed 1-1/2 miles of 12"-.312" wall thickness, high tensile strength natural gas pipeline in Newington, New Hampshire. I-Ie prepared the construction installation specification, specified line pipe, \'akes, coatings, and construction procedures. He prepared and re\'ie\ved drawing details and pipeline alignment sheets. During the construction phase, he was onsite as Pipeline Ins pector \vorking wi th the ins talla tion con tractor inspecting all work for conformance with the specification. As a part of this project, he inspected the installation of 3,000 feet of 12" carbon steel and 8" polyethylene pipe installed from a transmission pipeline to a local electrical pO\ver producer. He also assisted in the inspection of a natural gas pressure reduction and metering facility at the same power station. North Country Pipeline Corporation (Nov 1991 to Dec 1991). As ~Iechanical Engineer, ~[r. Raine assisted in a field pipeline alignment sur\'CY for a future 12" high pressure, natural gas pipeline associated with a co- generation facility to be built in Platts burgh, N ew York. l\Ir. Raine walked most of the pipeline right-of-way and marked the proposed alignment, met with the local landowners and prepared all road crossing detail drawings. Used tax and highway maps to determine property boundaries. I SHAW ENVIRONMENTAL, INC. 06C 122006T Scott Paper Corporation Oune 1991 to Nov 1991). As Lead ~Iechanical Engineer, ~Ir. Raine produced the piping design, hydraulic analysis and specification writing for a three mile, gravity feed, 32" polyethylene water effluent pipeline for a tissue cO\1\'erting facility in Owensboro, Kentucky. t\[r. Raine supervised the generation of computerized pipeline alignment drawings and details. Designed one cased road and railway crossing plan and se\'eral hydraulic structures allO\ving water to flow into the Ohio River. He represented Stone & Webster at the pre-bid meeting as the design engineer answering questions from potential contractors. BRUCE R. RAINE Q . --' <{ If) o "'- o a:: "'- If) I f- "'- o UJ Cl <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ a:: ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Jong-chiang Shiau Education Ph.D., Civil Engineering, State University of New York at Buffalo, 1972 ~LE., Civil Engineering, State University of New York at Buffalo, 1968 B.S., Civil Engineering, National Cheng Kung U ni\'Crsity, 1963 Registrations Professional Engineer: Ci\'il, GA l\L\, Rl Background Summary Dr. Shiau has more than 35 years of experience in ci\'il, hydraulic, geotechnical, infrastructure, and environmental engineering, and in project controls. I-lis experience lies in a wide range of project types, including transportation, watcr rcsources, pmver and industrial de\'elopment. Dr. Shiau's expertise includes multi- soft\vare capability, computer modeling, and numerical techniclues to perform both engineering and project control function. His expertise on rivcr hydraulics includes tlood tlmv prediction and scdiment erosion analysis. I-Ie directed numerous highway-crossing projects to il1\'estigate hydraulic factors that affect stream stability due to tloodplain encroachment, bridge openings and highway alignment, stream embankment design, and scouring of abutment, foundations, and piers. As part of his substantial experience, Dr. Shiau was a member of a four-man team that \'isited China to re\'iew and evaluate sedimentation problems of the Three Gorges Project. He also directed and reviewed waterfront projects on stability of breakwater and revetment structures, and scour protection of intake structures, pipeline, and dikes. Dr. Shiau has extensi\'e experience in surface water hydrology including stormwater management for a nriety of industrial and urban development projects. He directed the probable maximum tlood analysis, resen'oir routing for numerous nuclear power plants. His experience also includes stormwater detention pond design, erosion and sediment control, and river and reservoir routings. He directed tlood hazard assessments for a series of dam breaks in ri\'ers, design of sheet pile foundation and retaining wall, fish migration structures and elwironmental impact e\'aluation for pipeline crossings His expcrience also includes engineering support of project licensing and permitting under federal, state, and local regulations dealing with stormwater management. I-lis experience includes post-development water quality and cluantity control of a detention pond or a recharge basin, and erosion and sediment control. His expertise in groundwater hydrology includes groundwater tlo\v and transport modeling, aquifer characterization, and the groundwater ele\'ation predictions. He has extensi\'e experience in hydrological, hydraulic, civil, and geotechnical support of hazardous waste management projects including site and groundwater assessments, remediation design, landfill design/ closure, lcachate collection/ runoff system design, settlement/sediment detention pond design, and other waste remm'al systems. As a Project Control Engineer on the Boston Central l\rtery Third I-Iarbor Tunnel Project, his duties and responsibilities included identification of tasks, project milestones, and control points. He de\'eloped and maintained detailed contract schedules, contract budgets, planning documents, monthly progress reports, and fee schedules for the team and its subconsultants. He also prm'ided technical training and specialized expertise to team members in the use of and Borlog computer programs. He standardized the Borlog program to prO\'ide a unified reporting mechanism to ease team members' understanding and comprehension of multiple records. Relevant Experience 09/1985 - Present, Lead Hydraulic Engineer, Shaw Environmental & Infrastructure, Inc. Responsibilities include providing support to client projects including wetland management, roadway improvement, railroad, transportation, water resources, power and industrial and urban development and office staff as a lead hydraulic engineer. I\lso responsible for business development, preparing technical portions of SHAW ENVIRONMENTAL, INC. JONG-CHIANG SHIAU 06C 122006T . .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES major construction and design engineering proposals. Recent assignments have included: The following is a summary of key projects: Lead Hydraulic Engineer, Dickerson, Midrant Mid- Atlantic, Montgomery County, MD 09/2006- Present. This project is to redevelop Dickerson Generating Station, a steam-electric power plant. Develop the onsite offsite stormwater drainage system to meet the stormwater discharge requirements. -' <{ If) o "'- o 0:: "'- If) I f- "'- o UJ " <{ "'- UJ -' f- >= UJ I f- Z o z o >= u a:: f- If) UJ "" UJ I f- o f- Accomplishments: The preliminary conceptual design and estimation are completed. Lead Hydraulic Engineer, Morgantown, Mirant Mid-Atlantic, Charles County, MD, 09/2006- Present. This project is to redevelop l\forgantown Cenerating Station, a steam-electric power plant. De\'elop the onsite offsite stornl\vater drainage system to meet the storm\vater discharge requirements. .-\ccomplishments: The preliminary conceptual design and estimation are completed. Lead Hydraulic Engineer, Chalk Point, Midrant Mid-Atlantic, Prince George's County, MD, 09/2006 - Present. This project is to redevelop Chalk Point Generating Station, a steam-electric pO\ver plant. Develop the onsite offsite stormwater drainage system to meet the stormwater discharge retluirements. Accomplishments: The preliminary conceptual design and estimation are completed. Lead Hydraulic Engineer, National Enrichment Facility, Louisiana Energy Services, Albuquerque, NM, 12/2005 - Present. The project is to design and develop LES Nuclear Enrichment facility located in Lea County., New t\Iexico. Determine the maximum ponding depth in adjacent to buildings for the Probable maximum precipitation (PMP) storm event. Develop the onsite stormwater control system to drain runoff offsite. :\ccomplishments: The development of the site drainage system in obtaining the site construction permit. Lead Hydraulic Engineer, Emission Control Projects, Dominion, Brayton Point, MA, 12/2004 - Present. This project is to redevelop Brayton Point Generating Station, a steam-electric power plant. Establish the coastal flood A- V zones for the reclaimed water system construction. Develop a pumping scheme for the ash storage basin drainage. Develop detention basins for the drainage of .\RP dome area. Develop site storm drainage management plan. ,\ccomplishments: Site drainage system is under construction. Senior Environmental Engineer, Chesterfield Emission Enhancement Project, Dominion Generation, Chester, VA, OS/2003 - Present. This project is to rede\'elnp Chesterfield Emission Enhancement Project located in Chester, Virginia. De\'elop \'ariable pumping rates and sump dimension and underground drainage system for Gypsum area, Limestone area, and Yard site drainage. Accomplishments: Site drainage system is under construction. Lead Hydraulic Engineer, SR3 (US 19) Widening, Georgia Department of Transportation, Georgia, Sumter County, GA, 03/2006 - 04/2006. The project designed the widening of approximately 5.5 miles of State Route (SR) 3 in Sumter County, Georgia to meet a projected traffic volume of 7500 vehicle per day. Develop hydraulic & hydrological report for the SR 3 bridge over Bear Branch for the replacement with parallel 120 ft long rein forced concrete deck girder bridge. Develop hydraulic & hydrological report for the SR 3 bridge over ~[uckaloochee Creek for the additional parallel 240 ft long reinforced concrete deck girder bridge. Design culverts for the drainage of road nmoff. Design sediment and erosion control for road cons tructton. Accomplishments: SHAW ENVIRONMENTAL, INC. 2 JONG-CHIANG SHIAU OGC122006T . -' <{ If) o "'- o 0: "'- If) I f- "'- o UJ Cl <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Hydraulic & hydrological reports ha\'e been accepted by Georgia DOT for construction permit. Lead Hydraulic Engineer, Air Force Bases (AFB) Housing Privatization Projects, US Army, N.E., Hanscom AFB, MA, 09/2003 - 04/2006. The projects, included de\'elopment and renO\'ation of existing numbers of AFB housing pri\'atization and its . . maintenance serVIces. Directed the preliminary stormwater collection and drainage system to support the development of AFB I-lousing Pri\'atization projects for Hanscom, t\11\. Accomplishments: Stomwater discharge permit is obtained and project is under construction. Lead Hydraulic Engineer, Wilson Hill Wildlife Management Area Improvements (WHWMA), 10951, New York Power Authority (NYPA), St. Lawrence-FDR Power Project, Massena, N.Y., 08/2004 - 12/2004. The project, located at the south shore of St. La\vTence Ri\'er near Massena, N.Y., included the de\'c1opment of the design criteria and engineering planning for the construction of pool water le\'el control structures, dike rehabilitation, New Road Dike construction, and siphon outlet for \'\'ilson Hill Wildlife t\lanagement Area, NYPA Directed the design de\'Clopment of the construction of pool water level control structures, dike rip rap protection, siphon outlet for lowering pool water level, and dike seepage for \'\'ilson Hill \\!ildlife t\Ianagemcnt. Lead Hydraulic Engineer, Steward Avenue Para- Transit facility Modifications, Long Island Bus, Nassau County, NY, 03/2004 - 11/2004. The project improved and modified the existing Steward Avenue Para-Transit stormwater drainage system and facilities for use of Long Island Bus terminal. De\'eloped a drywell drainage system for the site and submitted for drainage recluirement approval from Nassau County Department of Public Works (DP\'\0. The storm drainage system was approved by DPW on October 4, 2004. Accomplishments: SHAW ENVIRONMENTAL, INC. 06C122006T The design of stormwater drainage system and analysis arc completed. Lead Hydraulic Engineer, MOX Fuel Fabrication Facility (MFFF), US Department of Energy, Chicago Operation Service, Savannah River Site, SC, 09/2004 - 09/2004. The project developed the Mixed Oxide (MOX) Fuel Fabrication Facility (~IFFF) to produce completed MOX fuel assemblies for use in domestic, commercial nuclear power reactors. Reviewed stormwater drainage system computed using I-Iydratlow by Intelisoh-e for MOX Fuel Fabrication Facility Site in South Carolina. Lead Hydraulic Engineer, IROQUOIS Gas Transmission System, IROQUOIS, Bronx, NY, 08/2002 - 07/2004. The project designed and constructed the compression station for gas transmission system in Bronx, New York. Pro\'ided storm runoff analyses of a subsurface drainage perforated piping system, for Hunts Point Compression Station, Bronx, New-York permit application. Percolation rates and groundwater ele\'ations on site were e\'aluated. Storage \'olume within dry soils was considered to retain the excessi\'e peak tlood resulted from a server storm. Lead Hydraulic Engineer, Formerly Used Sites Remedial Action Program (FUSRAP), Maywood Superfund Site, US Army Corps of Engineers, Maywood, NJ, 12/2000 - OS/2004. The project, located in Maywood, Nj, designed and constructed necessary for the mediation of low le\'el radioacti\'e soil at site. Directed hydrological and hydraulic studies for existing site and excavation. Determined peak pumping rate required for dewatering seepage and surface water within an exca\'ation of each cluster. Designed a bypass drainage system during construction. Lead Hydraulic Engineer, State Route 96 Widening, Georgia Department of Transportation, Georgia, Taylor County, GA, 02/1999 - 04/2004. The project designed the widening of approximately 8.5 miles of State Route (SR) 96 in Taylor County, Georgia to meet a projected traffic volume of 4425 vehicle per day. JONG-CHIANG SHIAU 3 . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- UJ -' f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- f- .~ If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci 0:: o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Directed hydraulic /hydrological studics for the expansion of state 8.5 - mile roadway crossing in Georgia. Investigation included backwater prediction for Bea\'cr Creek, culvert sizing for road crossing, and sediment-monitoring program during construction. Directed the drainage calculation for railroad coordination of project FLF-S..J.O (8) Taylor County, Georgia to demonstrate no backwater impact from railroad culverts as a result of discharges drained through SR 96 drainage pipes. Principal Geotechnical Engineer, Transit way Maintenance Facility, Massachusetts Bay Transportation Authority, Boston, MA, 07/2001- 09/2001. The project planned and designed Transit \,\'ay J\Iaintenance facility at south Boston, J\L\. Provided storm runoff analyses and designed a subdrainage piping system and a lift pumping system of sitc drainage for Boston \'\'ater and Se\ver Commission permit application. i\n off-line oil! water separator \vas designed to detain and treat the storm first flush. Principal Geotechnical Engineer, Londonderry Cogeneration Facility, AES Londonderry, LLC, Londonderry, NH, 08/2000 - OS/2001. The project designed and planned the construction of Londonderr~' cogeneration facility at Londonderry, NH. Directed hydrological studies to delineate the \vatcrshed basin and corresponding storm \vater runoff associated with the cogeneration facility site and to determine peak flows during storms. Designed outflow structures and detention pond facilities to maintain proper discharge rate. Designed an underground drainage system to relie\'e uplift pressures and control ground\V'ater level during cons truction. Principal Geotechnical Engineer, Crete Generating Station, Crete Energy Venture, LLC, Crete, IL, 03/2001- 04/2001. The project designed and constructed power generation station at Crete, II.. Directed hydrological and hydraulic analyses for drainage through and adjacent to the site and designed a detention pond to detain the disturbed sediment and control the post-development discharge rate within an SHAW ENVIRONMENTAL, INC. OGC 122006T allowable release rate. Cuh-erts were sized to cOl1\'ey the site drainage across the access road offsite. Principal Geotechnical Engineer, Rail Spur, Big Brown Steam Electric Station, Texas Utility, TX, 09/1997 - 04/2001. The 2S-miles Big Brown Rail Spur in Taxes was designed and constructed. Rail embankment, drainage facilities and the associated erosion protection were designed. Directed designs of drainage cuh-ert structures and trestles for a new 2S-mile rail spur. Predicted 2S-year and 100-year peak flows at stream crossings. Computed backwater flow and the sizing of drainage facilities. Calculated erosion potential and designed erosion protection measures. Determined flooding boundaries upstream and downstream of the rail to meet hydraulic design requirements. Designed an underground drainage system for dewatering of coal pile storage area. i\ll drainage flows at stream crossings meet FEJ\L\ requirements and eliminate el1\'ironmental impact. JONG-CHIANG SHIAU 4 . .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Barry Singer Education ~I.s., Engineering r-Ianagement, Northeastern UniYersity,1974- ~LS., Ci\'il Engineering, Northeastern University, 1969 B.S., Ci\'il Engineering, Northeastern University, 1967 --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o z o >= u a:: f- If) UJ "" UJ I f- o f- Reg istrations Professional Engineer: Structural, AR, FL, ~IE, NH, NY, V,\ Professional Engineer: Ci\'il, C\ Background Summary t\Ir. Singer has oYer 39 years of experience in engineering and management involving a variety of industrial projects. Currently, his primary work il1\'okes ci\'il, architectural, and structural design of industrial projects. His experience includes new construction and expansion of existing facilities. As a Lead Engineer, t\[r. Singer's responsibilities include supervising the design and drafting of ci\,il work, foundations, structural steel, and reinforced concrete. In addition, Mr. Singer is invoked in conceptual planning, preparation of budget appropriation reports, specification \\Titing, and coordination with other disciplines and construction management. His work also il1\'okes consultation with clients, \'endors, and contractors. ~Ir. Singer has used computer-aided analysis and design extensively for power plant equipment structural supports, paper machine structures, and other multi-stof\' frames. ~Ir. Singer has recently been engaged in the ci\'il, structural, and architectural design of numerous industrial facilities for the power industry and for military facilities. His experience includes new Flue Gas Desulfirization Retrofit Projects in Baltimore, ~ID; Cogeneration facilities in Utah and New York and chemical agent disposal facilities in Tooele, UT; Aberdeen, ~ID; and Newport, IN; and an HMX production facilities in Marshall, TX. His fossil experience includes coal! emissions environmental projects and major equipment retrofits for Tampa I SHAW ENVIRONMENTAL, INC. OGC122006T Electric Company and New England Power Service Company. ~Ir. Singer also \vas engaged as a Structural Engineer for a major environmental engineering consultant where he engineered and supen'ised the design of a \'ariety of structures including bridges, sanitary engineering facilities, and manufacturing facilities. Relevant Experience 01/1986 - Present, Senior Lead Engineer, Shaw Environmental & Infrastructure, Inc. As Lead Engineer, t\Ir. Singer is responsible for the civil, architectural, and structural design in the Civil-Structural Division from the conceptual to the construction phase. He has also selTed as Project Engineer for structurally oriented projects. p,Iajor projects include the following. The following is a summary of key projects: Lead Civil/Structural Engineer, Brandon Shores FGD Project, Constellation Energy, Baltimore MD, 02/2005 - Present. ~Ir. Singer is presently the Lead Ci\'il-Structural Engineer for an FGD project for Units & 2 at the Brandon Shores power plant. .'\ cost estimate with plus/minus 5% accuracy was required and was itemized by major subs~'stem islands and my major equipment within the islands. The eCluipment includes a new four hundred foot high chimney with two twcnty- nine foot diameter flues, two absorbers, limestone and gypsum material handling and storage. General arrangements were made, soil borings and geotechnical analysis was completed, and design and analysis of the absorber, absorber building and stack foundations were made. Lead Civil/Structural Engineer, Currant-Creek Power Project, Pacificorp, Mona, UT, 11/2003 - Present. The Currant-Creek Power Project im'oh'es the construction of a new 450 ~[\V combined cycle plant. The major equipment includes a two HRSGs, two Combustion Turbine Generators, a Steam Turbine Generator, and an l\ir Cooled Condenser. The project involves the design of an Administration/\'\'arehouse Building and an enclosure around the STG. New fencing, evaporations ponds and roads were rccluired for this facility. BARRY SINGER Q . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) o -' u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Lead Civil/Structural Engineer, Ravenswood Cogeneration Facility, KeySpan Energy, Long Island City, Queens NY, 01/2001- 11/2003. The Ra\'enswood Cogeneration racility il1\'oh-es the Construction of a new 250 M\V combined cycle plant. The major equipment includes a HRSC, and Steam Turbine Generator, a Combustion Turbine Generator and an Air Cooled Condenser. The project involves the design of a Powerhouse Building with the Air Cooled Condenser on the roof, a \'\!ater Treatment Building, a Gas Compressor Building, new roads and numerous \'ard structures. A wards/ Client Commendations: This plant was written up in Power magazine as one of the best new plants built in 2003. Lead Civil/Structural Engineer, VX Full Scale Plant, U.S. Army Program Manager for Chemical Demilitarization, Newport, Indiana, 03/1997 - 01/2001. This project il1\'oh-es the design of the facilities and structures to house the equipment required for the N e\vport Chemical Agent Disposal Facility used for processing \rx (sarin gas) at Newport [\rmy Depot, N C\Vport, TN. The project entails the design of new roads, fencing, drainage, eight ne\v buildings, and numerous outside concrete equipment and tank foundations. t\[r. Singer's responsibilities also included interfacing with the Systems Contractor during the final design and construction phase. Lead Civil/Structural Engineer, HD Full Scale Plant, U.S. Army Program Manager for Chemical Demilitarization, Aberdeen, MD, 04/1995 - 02/1997. This project il1\'olves the design of the facilities and structures to house the eCluipment requi.red for the Aberdeen Chemical Agent Disposal Facility used for processing I-ID (mustard gas) at Aberdeen Proving Grounds. The project entailed the design of new roads, fencing, drainage, ele\'en ne\v buildings, and numerous outside concrete equipment and tank foundations. Mr. Singer's responsibilities also included interfacing with the Systems Contractor during the final design and cons truction phase. Senior Structural Engineer, Building Inspection, Confidential Client, Los Angeles, CA 02/1994 - 03/1995. I SHAW ENVIRONMENTAL, INC. OGC 122006T Lead Structural Engineer, Coal Compliance Project, New England Power Service Company, Somerset, MA, 10/1944 - 03/1995. Senior Structural Engineer, Structural Engineering Support, Tampa Electric Company, Tampa, FL, 08/1992 - 01/1994. Lead Civil/Structural Engineer, Capital Appropriation Report - Greenfield Mill, Scott Paper Corp., Newman, KT, 01/1991- 10/1991. Lead Civil/Structural Engineer, Miscellaneous Pulp and Paper Mill Projects, Georgia Pacific Corporation, Plattsburgh, NY, 04/1987 - 08/1991. Lead Civil/Structural Engineer, Mill Expansion, Confidential Client, Chesapeake, VA, 05/1990 - 04/1991. Lead Civil/Structural Engineer, No.1 Tissue Machine Rebuild, Kimberly-Clark Corp., New Milford, CT, 05/1988 - 11/1989. Lead Civil/Structural Engineer, Paper Machine and Reel Storage System, Champion International Corp., Deferiet, NY, 12/1988 - 06/1989. Lead Civil/Structural Engineer, Pulp Mill Expansion, Georgia-Pacific Corp., Plattsburgh, NY, 04/1988 - 08/1988. Lead Civil/Structural Engineer, Stock Preparation System, Mohawk Paper Co., Waterford NY, 01/1987 - 04/1987. Lead Civil/Structural Engineer, No.3 Paper Machine Rebuild, Little Rapids Corp., Potsdam, NY, 05/1986 - 11/1986. Lead Civil/Structural Engineer, Cauticizing Building, James River Corp., Berlin, NH, 05/1986 - 10/1986. Lead Civil/Structural Engineer, New Foundations (No.1 Paper Machine) and Renovations (No.2 Paper Machine), Mohawk Paper Company, Waterford, NY, 06/1986 - 08/1986. West Springfield, MA, 03/1986 - 06/1986 BARRY SINGER 0 . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ <:J <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) o -' u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Lead Civil/Structural Engineer, Miscellaneous Studies, Reports, and Estimates, Numerous, Numerous, 01/1986 - Present. . Boise Cascade Corp. - Rumford, ME . City of Lakeland Power, Lakeland FL . Champion International Corp. - Bucksport, ME . China Light and Power - I-long Kong . Constellation Energy - Baltimore, MD . Dominion Chesterfield - Chester V1\ . Eastern Fine Paper Co. - Brewster, ~IE . Finch, Pruyn & Co., Ine. - Glens Falls, NY . Fraser Paper Ltd. - i\ladawaska, t\[E . Great Northern Paper Co. - t\Iillinocket, t\IE . Hollingsworth & Vose Co. - East Walpole, MA . International Paper Co. - Corinth, NY · James R.i\'cr COlV. - Fitchburg, MA . James River Corp. - South Hadley, ~L\ . James Ri\'Cr Corp. - Gro\'eton, NI-I . James Ri\'er Coq). - Gorham, NY . LP Samoa Pulp ~Iill - Samoa, C\ . Lydall, Ine. - Green Island, NY . i\Iadison Paper Industries - Madison, i\IE . i\lonadnock Paper ]\Iills Ine. - Bennington, NI-[ . Nekoosa Papers, Ine. - Nekoosa, \\'1 . Nckoosa Papers, Ine. - 1\shdO\vn, AZ . Nimrod Press Co. - Boston, t\L\ . Patriot Paper Co. - Hyde Park, ]\L\ . Tampa Electric Company - Tampa, FL . The Narragansett Electric Co. - Pro\'idence, RI . Thermo Electron Corporation - Waltham, ~L-\ . United Parcel Service - Little Rock, AR . U.S. [\rmy Corp of Engineers - I-Iunts\'ille, AL 04/1974- 01/1986, Structural Engineer, C.T. Main Inc., Pulp & Paper, Boston, MA Chas. T. Main Inc., Boston, MA, 1974 1986. As a Lead Engineer, Mr. Singer was responsible for the stnlctural engineering a numerous Pulp and Paper facilities from the preliminary planning stage, through the complete engineering phase, to liaison with the field representatives. STRUDL computer programs were used extensively for gra\'ity, wind, and seismic design and analysis. Also, Mr. Singer was responsible for the demolition of the existing paper machine buildings. Mr. Singer was invol\'ed with field engineering for piling I SHAW ENVIRONMENTAL, INC. OGC 122006 T installation and structural steel erection. t\Ir. Singer was il1\'oh-cd with turbine-generator support frames and its housing adjacent to the boiler. 06/1967 - 01/1974, Structural Engineer, Metcalf & Eddy, Structural, Boston, MA t\Ir. Singer was a Lead Engineer for numerous \Vastewater Treatment Facilities. I-Ie also served as a Design Engineer, performing computations and supen'ising drafting of working drawings for projects that included bridges, buildings, and sanitary engineering facilities. 06/1963 - 06/1967, Co-Operative Education Student, Northeastern University, Civil Engineering, Boston, MA As Engineering Assistant, assignment included sltn'eying, drafting, and construction supervision for \'arious projects including roadways, school buildings, water mains, and playgrounds. BARRY SINGER 0 . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ '" ::::> If) g u If) Ci "" o UJ If) ::::> . 1_ SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Song Kai Van, Ph.D., P.E. Senior Staff Consultant Education Ph.D., Civil/El1\'ironmental Engineering, Louisiana State University, 1989 M.S., \Vater resources, Colorado State University, Fort 1983 B.S., Hydraulic Structure Design & Construction, Beijing College of Hydraulic Engineering, 1964 Registrations El1\'ironmental Professional: Nationwide Professional Engineer: Ci\'il, L\ Background Summary Dr. Yan has over thirty years of \vork experience which includes surface and groundwater hydrology, surface water and groundwater modeling, air modeling, dam and reservoir design, Hood control planning and management in \vater resources, \vater supply distribution modeling, storm water management, coastal area land subsidence and salt\vater intrusion, contaminant transport, grounchvater assessment, remediation, permitting, risk assessment, litigation, computer graphics and modeling; computer programming, and project management. Dr. Yan has extensi\'e experience in grounchvater Hmv and contaminant transport modeling and has been responsible for many projects from Department of Energy, Department of Defense (naval bases and air force bases) and other commercial clients. Dr. Yan's experience in groundwater modeling includes using many popular software such as ~IodHow, ~rf3D, RT3D, IL\ND3D, Sutra, Femwater, and numerous other models. He also has experience in many pre- and post-processors and optimization soft\vare such as G~IS, Visual ~IodHow, Visual Groundwater, Groundwater Vista, t\IGO, so~ros ctc. Because of his knowledge on surface water hydrology and surface water modeling, he is able to incorporate many surface water management modules to l\IodHow (such as LAKE module). Many of the groundwater modeling projects he did invoked the migration of petroleum products SHAW ENVIRONMENTAL, INC. OGC122006T such as BTEX, diesel or other fuel and chlorinated hydrocarbons, both in unsaturated zones and saturated zones. Dr. Yan is also familiar with EP A's HELP model used for the evaluation of leachate in several landfill systems and is familiar with many aspects of landfill design and construction. Dr. Yan also performed surface water modeling for many projects in the United States. He is familiar with US Army Corps of Engineers' water quality models such as SMS (Surface Water t\Iodeling System - TABS programs, which includes module FES\'\'1\IS that can deal \vith scour problems at bridges, and IZ1\L-\2, lZ1\L-\4, SED2D that can solve How, \'elocity, sediment and contaminant transport), watershed models such as W'1IS (watershed modeling system), HSPF, WASPS, SWMl\r, Cormix, Qual-2e and La-Qual. He did in-stream dilution calculation, sediment transport in streams, mixing zone calculation for man)' clients in Louisiana. He is also familiar with the Corps of Engineers' programs such as I-IECl (HEC-I-Il\IS), HEC-2 (HEC- R.r\S) and I-IEC-6 and applied them to se\'eral U.S. clients' sites. He used EPA's B,-\SrNS watershed model to evaluate T~IDLs (total maximum daily load) in strcams. Reccntl~', he worked on a projcct for thc City of Hammond to define Tl\IDL's in t\vo major streams in the Hammond area using a screening model and a modified La-Qual model. I-Ie also used I-IYDIL\ and S\,\'~I~[ models to calculate and design storm management systcms for chemical plants, railroad stations and urban Hooding areas. Dr Yan has rccently accomplished a Hood mitigation project for the City of New Orleans. He used PCS\VMl\I to simulate different Hood mitigation alternati\'cs and came up with a \'iablc and economic solution for the Clean'iew and Earhart Interchange area in Jefferson Parish, New Orleans. Dr Yan has developed se\'eral types of application software. These include STRAL\N (a 2-D computer code that simulates and predict land subsidence and salt- water intrusion in coastal area); DNAPMIG (a DNAPL potential migration software); a windows driven pre- and post-processor for the KGS Slug test program. Other soft\vare de\'eloped were pre- and post-processors for SWANFLO\V (a 3-D three-phase simulator) and for SUTRi\ (a 2-D USGS variable density How and transport model); modifications of a particle tracking SONG KAI YAN, PH.D., P.E. . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ a:: ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES software, P ATH3D; development of a link for Terrabase (a proprietary database software de\'eloped by Integrate, Inc) to create contours automatically; development of a windows driven software to automatically creatc graphically results using Excel spreadsheet for reporting for PPG Industries. He was invited by the authors of t\[OD;\C - an "automatic" groundwater calibration code to beta-test the program since 1997. This code was successfully applied to more than 10 major projects before it was incorporated into a famous groundwater pre- and post-processor, Groundwater Vista in 2004. Dr. Yan is currently an adjunct professor in the Civil and Environmental Department at Louisiana State Uni\'ersity, teaching "\\'ater Distribution and \'\'aste\vater Collection," " Grounchvater," "Hydrology," and "Hydraulics." In these classes, he teaches Heastad Methods that include Flowmaster, WaterCad, StormCad, SewerCad, and Cuh-ert~laster. I-Ie also teaches EP/\NET2, HEC-HMS and HEC-IL\S to the students. Dr. Yan \vorkcd for the i\[inistl\' of \\'ater Resources and Electric Power in China for O\'er twenty years as an engineer before he came to the States and was involved in planning and designing of some hydraulic structures. He also was hcavih' itwoh-cd in the assessment of water resources, planning and management of water resources in the Haihe and Ruanhe Ri\"Cr Basins in North China. He was il1\'oh-ed in the design of Panjiakou Reservoir, Sixiali Dam and Du-Liu and Beidakang Floodways in northern China. Dr. Yan was the president of the American \\'ater Resources Association (Louisiana Section, 1993-(994). He was a member of the International i\ffairs National Committee of this organization. I-Ie serves as "Ground \,\'ater" journal's associate editor from January 2006. Dr, Yan is currently a registered Environmental Professional and a registered Professional Engineer. He is currently an adjunct professor in the Civil and Environmental Engineering Department of Louisiana State University and a member of the advisory board for that Departmcn t. Relevant Experience 02/1998 - Present, Senior Staff Consultant, Shaw Environmental & Infrastructure, Inc. Performing surface and groundwater modeling for clients; supervision, re\'ie\v and coordination of modeling effort, engineering effort as distinguished technical leader; co-chair of Shaw E & I's civiV structural engineering group; preparation of technical portions of major modeling/ design engineering proposals. Provide technical mentoring for other modelers in groundwater modeling within the company. Gave presentations and lectures in some major research institutes and the t\[inistry of Water Resources in China. Presented papers at Shaw E & I Technical Symposium and contributed papers at other national conferences. Received t\vo Chinese delegations from the ~[inistry of \'\'ater Resources (im'ited by Louisiana Department of Natural Resources) and t\vo Chinese groups to \,isit Shaw for Nuclear businesses. Did translation on both OCClslons. Taught "Water Distribution and \,\'aste \,\'ater Collection," "Hydrolog~'" and "Hydraulics" for the Department of Ci\'il and Environmental Engineering, Louisiana State University as an adjunct instructor. A member of the ach-isory board of Department of Civil and Em'ironmental Engineering, Louisiana State Uni\'ersit\,. i\n associate editor for "Ground \,\'ater" journal startingJanuary 2006 for a three year term. Principal Modeler, Groundwater Flow and Contaminant Transport for Plum Brook Ordnance Works, US Corps of Engineers (Nashville District), Sandusky, OH, 12/2004 - Present. Perform 3-D groundwater flow and transport modeling for the site to support remedial action alternatives to be considered in the Feasibility Study. Flow model calibration has been accomplished and the results were presented to COE and EP A in December 2004 without negative comments. Currently, setting up of contaminant transport model is underway. SHAW ENVIRONMENTAL, INC. 2 SONG KAI YAN, PH.D., P.E. OGC122006T . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ (!) <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Principal Modeler and Engineer, Flood Study for Jefferson Parish, New Orleans, 2314, Jefferson Parish, Jefferson Parish, New Orleans, 07/2004- Present. \,\'ork for Shaw Coastal and UPI on the mitigation of flooding at the Interchange of Clean,iew Pbvay and Earhart Expressway. The Army Corps of Engineer's HEC-H~IS model was used to generate rainfall-runoff relationship. PCS\VMi\I model was used to calibrate the model and to predict flooding condition under current physical condition and 19 other engineering modification options and 10-, 25-, 50-, and 100-year storm condition. Currently, the option that can solve the flooding at the Interchange under lO-year storm is studied based on new configuration and post- [(atrina conditions. Final report will be submitted sometimes in February or i\[arch, 2006 Preliminary report has been accomplished and a final report is pending on new survey data and information based on post-Katrina conditions. Jefferson Parish and its consultant (BeG -Brown, Cunningham, Gannuch) app[()\'ed of the model calibration and the proposed options in the model runs. Final apprO\'al is pending due to new model runs based on new information. Principal modeler, Moody Air Force Base - Fate and Transport Modeling, , US Corps of Engineers, Valdosta, GA, OS/2001- Present. Perform 3-D grounchvater flO\v and transport modeling to support \'arious remedial action alternati\"Cs, including pump- and-treat (vertical and horizontal wells), in-situ biotreatment etc. Flow model was calibrated successfully with state-of-art models. Six different sites were modeled indi\'idualh' and modeling reports submitted for each site. Currently, site-wide flow and transport modeling has been accomplished and report preparation is underway. Commendation to the Shaw Moody team from Department of f\ir Force for the Superior Performance in preparing the Correction Action Plan for the subsurface remediation of SS-38 site. The Plan was approved by both t\.Ioody AFB and the State of Georgia. Senior Modeler, West Virginia Ordnance Works - Fate and Transport Modeling, US Army Corps of Engineers, Mason County, WV, OS/2000 - Present. Simulate and predict flow and transport of three explosives, 2,4,6-TNT, 2,4-DNT and 2,6-DNT in the three water bearing zones and provide results and support for the remediation options in the feasibility study to protect \vater cluality in the intermediate and deep sands as well as the potential water usage at the property boundary. Two intermittent modeling reports have been accomplished and the final report is undenvay pending on new investigation results. 'I\vo presentations of the modeling results were presented to COE, EPA and \'(!VDEP. Commendation to the Shaw team from COE for performing "an excellent job in contributing to team scoping and meeting very tight schedules for proposal development and submission." Principal investigator and modeler, Derivation of Soil and Groundwater Concentrations Protective of Surface Water and Sediment for Longhorn Army Ammunition Plant, Texas, U.S. Army Corps of Engineers (Tulsa District), Longhorn Army Ammunition Plant, Karnack, TX, 10/2004 - OS/2005. The purpose of this modeling effort was to identify those sites at Lf-L-\AP where COCs in soil or groundwater represent unacceptable human health risk. Ele\'en sites were evaluated in terms of the concentrations resulted in migration to the nearby stream and groundwater. Concentration level protective of surface water, groundwater and sediment were derived. The simulated results were intended to be used for selection of risk-based alternati\'es, which are not necessarily alternati\'es il1\'olving clean up, in the feasibility studies for the sites. Draft final report has been submitted to the plant, EP [\ and state agency in ~Iay 2005. No comments have yet been fed back. Principal Modeler, Myrtle Beach Air Force Base - Fate and Transport Modeling, etc., Department of Air Force, US Corps of Engineers, Myrtle Beach, SC, 01/2000 - 03/2005. 3-D groundwater flow and transport modeling was performed at SD-24, Fr-ll, and Building 50S sites to support feasibility study and legal suit case. Different scenarios of remedial actions were SHAW ENVIRONMENTAL, INC. 3 SONG KAI YAN, PH.D., P.E. OGC122006T - --' <{ If) o "'- o "" "'- If) I f- "'- o UJ <!l <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ 0: ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES studied. A sophisticated computer code (~IODAC) was used to estimate flow parameters such that the head distribution matched observation very well. t\Iodeling reports for SD-24 and FT-ll were submitted. Building 505 site modeling was performed initially three years ago and was transferred to Greensville office this year due to tight schedule. Clients were satisfied with the modeling results. Principal Investigator, Hillside 137 stability and drainage design for Los Alamos National Lab, 823830, Los Alamos National Laboratory, Los Alamos, NM, 01/2001- 12/2003. (I) Evaluation of major culverts after forest fire. (2) Investigation and design of the storm \vater drainage system at 137 Hill- slope to protect the slope from further erosion. Hydraulic calculations and hydraulic design were accomplished and reports were drafted and submitted to L\NL. The structure design was done by Stone and \'\. ebs ter. Principal Modeler, Tinker Air Force Base Well Head Protection Study, Tinker Air Force Base, Oklahoma City, 02/2003 - 11/2003. Use a 3-D groundwater model to delineate \vellhead protection areas in a 3-D perspecti\'e. The model was well calibrated and the results were far superior to the pre\'ious ones which \verc based on EP;\'s early version ofWI-IPA model (two-dimensions) and overestimated the area dramaticall)" Principal modeler, Shaw Air Force Base - Fate and Transport Modeling, Department of Defense, Sumter, SC, 01/2001- 07/2002. A 3-D grounchvater and transport model was developed for the Shaw Air Force Base to e\'aluate different remedial action alternatives for the CMS (corrective measure study). The flow model and the transport models were "very \vell" calibrated based on the investigation information we had at that time. Doubts \vere raised as to the actual velocity of the groundwater that allowed TCE to migrate o\'cr 6000 ft over the past 45 years. The aCluifer test data did not support this kind of velocity. Later study on isotopes age revealed that there very likely exists a SHAW ENVIRONMENTAL, INC. 06C122006T preferential patlnvay in which groundwater was moving at higher velocity than the surrounding areas. Draft modeling reports were accomplished and presentations were made to the clients and the agencies. SONG KAI YAN, PH.D., P.E. 4 . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Sylvester N. Yongho, P.E. Education ~LS., Structural Engineering, Northeastern Uni\'ersity, 1991 B.S., CiYil Engineering, Texas Tech University, 1988 Registrations Professional Engineer: Structural, GA, ~L\ Background Summary ~Ir. Yongho has 13 years of experience in the design of \'arious transportation structures including highway bridges, tunnels and railroad bridges for several state and transportation departments. He has participated in the inspection and rated over IOU bridges for the ~Iassachusetts Highway Department (MHD) in \'arious capacities including the role of lead structural engineer in the emergency arch inspection and ratings contract for rdHD. l\mong the analytical tools employed, was the use of NDT (sonic/ultrasonic) methods to determined the extent of deterioration in concrete arches as well as the size and location of reinforcing steel. l\Ir. Y ongho joined Stone & \\'ebster I:ngineering Corporation (Stone & \'\'cbster) in October 1998 as a Lead Structural Engineer in the Elwironmental and Infrastructure Di\'ision. In his current capacity with Stone and \\"ebster, he has written several engineering reports for both t-.IHD and \' ermont Department of Transportation (VDOT) and has taken part in several marketing meetings with both ~IHD and VDOT. He was the Project Engineer in the emergency arch inspection and rating analysis project for the MHD. I-Ie was the re\'iewer for the design of Union Pacific Rail Spur Trestle over Clear Creek and Caney Creek. He prepared the Bridge Type Study report for the Rail Spur over Tehuacana Creek, all part of the Texas Utility's Big Brown Steam Electric Station (S.E.S.) Rail spur project. He prepared the Deck Replacement Project reports for US 5 over 1-91 in Putney and US 5 over I-91 in Hartland, for Vermont Agency of Transportation. He is currently functioning as the Project ~Ianager for the ~IHD Bridge Design/Rating Projects. SHAW ENVIRONMENTAL, INC. OGC122006T l\Ir. Yongho came to Stone & \'\'ebster, from T.Y. UN International, Boston ~Iassachusetts where as Structural Engineer, he was responsible for the redesign of Ramp D-'L-\, a 4 span continuous post-tensioned multi-cell concrete box girder bridge on caissons (part of the Logan i\irport Terminal Roadways at the 1-90 Logan Airport Interchange). I-Ie was also responsible for the preparation of integrated construction shop drawings for the south tower and south back spans of the Charles River Cable Stay Bridge. Before that he was a Design Engineer with f\SEC Corporation, Quincy, t\Iassachusetts where he was the Lead Engineer in se\'eral prestressed concrete bridges for the t\IHD including integral abutment bridges. His responsibilities also included the preparation of construction plans, special prO\'isions and cost estimates. He was the Design Engineer for the cut and cO\'er section of Ramp F, approach Span #3 and a re\'iewer for the design of Ramp D located at the I-90/I-93 interchange. All Part of the Central Artery/Tunnel Project. He was also the Design Engineer for sections CC02"\ and CC03A of the South Boston Piers Transit \\'a\' tunnel. ~ Ir. Y ongho has pre\'iously \vorked as a Structural Engineer with the ~Iassachusetts I lighway Department- Bridge Design Section, Boston, !\Iassachusetts. i\t ~IHD, he \vas ilwoh-ed in the design of Several bridge structures within the state of Massachusetts. He has working knowledge of Autocad, and se\'cral years of experience with design software such as: STAAD, GTstudl and Conspan among others. Relevant Experience OS/2002 - Present, Lead Structural Engineer, Shaw Environmental & Infrastructure, Inc. Design Engineer responsible for the design of several bridge types from single span prestressed concrete bridges to multi-span steel girder bridges. Responsibilities included the de\'elopment of design alternatives, sketch plans and final design. including the preparation of construction plans, special provisions and costs estimates. f\dditional responsibilities include bridge inspections and ratings. Other relevant experiences include the inspection and preparation of a condition assessment report for SYLVESTER N. YONGHO . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES I-Iydrobin Ash storage facility and the \vaterfront Structures of the fuel handling terminal at Brayton Point power station in Somerset, t\lA. Other experience include the design of mat and pile foundations supports for Ball Mills, compressors, steam and gas turbines, motors and pumps at the Brunner Island P A. Power plant. The following is a summary of key projects: Design Engineer, Route 2A over 1-95, Massachusetts Highway Department, Lexington, 09/2003 - Present. Project ~Ianager/Engineer. Responsible for the design of a four span continuous steel girder bridge to be constructed in phases and includes traffic management. Additional responsibilities inclu~~d the preparation of construction plans, special proVISions, costs estimates as well as construction phase serVIces. Design Engineer, Prospect Street over spring street, 612483.02, Massachusetts Highway Department, Montague, 09/2002 - Present. Project t\[anager/Engineer responsible for the design of a single span prestressed concrete spread box beam on spread Footings. Additional responsibilities included the preparation of construction plans, special prO\'isions and cos ts es tima tes Design Engineer, Central Artery Tunnel - Contract C09C2, 1-90/1-93 Interchange, Surface Restoration, Massachusetts Highway Department, Boston, 10/2001- 06/2004. Responsible for the design of retaining \valls along Ramp KK, Ramp CC, Ramp U. Other responsibilities include the design of load distribution slab and retaining walls over EPS structure for Temporary Ramp KK. ,\dditional task involved the re\'iew of shop drawings. Design Engineer, Cross Street over B&M Railroad , Massachusetts Highway Department, Somerville, 06/2002 - 03/2003. Responsible for the final design phase of the Through Cirder Superstructure and modifications to the existing substructure. Additional responsibilities included the preparation of construction plans, special provisions and costs estimates. 10/1998 - OS/2002, Task Engineer, Shaw Environmental & Infrastructure, Inc., Stoughton, MA Design Engineer responsible for the preparation of design alternatives for bridge projects, sketch plans and final design. ,\dditional responsibilities include the preparation of construction plans, special provisions and cost estimates. The following is a summary of key projects: Design Engineer for ramp F (Sta. 20+00 to 22+67.7) and Reviewer for Ramp D, Route 122 over Millers River, Massachusetts Highway Department, Orange, 10/1998 - 09/2001. Design of Railing/Barrier support slab along Water Street. Preparation of final cost estimates. Other responsibilities invoked the re\'i~w of shop drawings and other construction phase services. Independent Reviewer of both substructure and superstructure design, Big Brown Rail Spur, Texas Utility, TX, 11/1998 - 07/2000. Independent Re\'ie\ver for the Superstructure and Substructure design Union Pacific-Trestle O\'er Clear Creek and Superstructure design Union Pacific-Trestle m'er Caney creek. Prepared the Type study and final design of the Rail Spur O\'er Techuacana Creek. Project Engineer, C2C Fiber, 13143, C2C Fiber of Massachusetts, 1-495 Corridor, 04/1999 - 09/2001. Conduit Attachments Responsible for bridge inspections and ratings of o\'cr thirty bridges under contract with for C2C Fiber, a fiber optic company as part of it's mainline and lateral installation of fiber Optic cable along 1-495 from Plainville to Tewksbury using Virtis Bridge rating software. Other responsibilities included preparation of conduit attachment details on bridges. Design Engineer, US 5 over 1-91, 12000, Vermont Agency of Transportation, Hartland, 09/2000- 02/2001. Prepared the Engineering Report for the deck replacement and substructure rehabilitation of US 5 overI-91 in Hartland, Vermont and US 5 over 1-91 in Putney in Vermont. Both bridges are multi-span simply supported composite stringer steel girder bridges on skewed tangents. In these reports, the elimination of deck expansion joints and a comparison study of the Vermont Expansion Joint and the X.j.S. (Expansion SHAW ENVIRONMENTAL, INC. 2 OGC122006T SYLVESTER N. YONGHO . .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) o -' u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Joint System) joint system by Dow Corning was undertaken. --' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o z o >= u a:: f- If) UJ "" UJ I f- a f- 01/1998 - 10/1998, Project Engineer, T.Y. Un International, Boston, MA Project Engineer responsible for the preparation of integrated construction shop drawings incorporating bridge utilities, reinforcements, post-tensioning cables for the Charles River Cable Stayed bridge. Other responsibilities included the redesign of a four span continuous cast-in-place post-tensioned multi-cell concrete box girder. The following is a summary of key projects: Project Engineer, Central Artery Tunnel - Contract CI9Dl, Charles River Cable Stay bridge, Massachusetts Highway Department, Boston, 01/1998 - 10/1998. Preparation of integrated construction shop drawings incorporating bridge utilities, reinforcements, post-tensioning and cables in the struts and lifts I to 5 of the south tower and spline beam of approach back spans to \vhich the cables are attached. Other responsibilities included the identification and resolution of conHicts in the post- tensioned strand laHlutS. Project Engineer, Central Artery Tunnel - Contract C07D2, 1-90 Logan Airport Interchange, MASSPORT Authority, Boston, 01/1998 - 10/1998. Redesign of Ramp DTA, a four span horizontally cUlTed continuous cast-in-place post-tensioned multi-cell concrete box girder on drilled caissons. Other responsibilities included the review of shop drawings for other Logan l\irport terminal roachvay ramps including the redesign of transverse post-tensioned tendons for end beams, straddle bents and bent caps. SHAW ENVIRONMENTAL, INC. SYLVESTER N. YONGHO 3 06C122006T . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ " <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ '" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Farouk F. Youssef, A.I.A. Why Selected as Key Personnel for Contract . Over 40 years experience in programming, planning, conceptual design and development, contractual administration, bid evaluation, negotiation of contracts and construction supervision . Project Architect for several Governmental projects with 000, DOS & DOE Education Master of Architecture, Architecture, MIT, 1970 Bachelor of Architecture and City Planning - Faculty of Fine Arts, 1963 [Degree evaluated by The t\Iassachusetts Institute of Technology (1LLT.) as its equi\'alcnt in 1970]. Registrations Registered Architect: AZ, CT, FL, IL, IN, LA, KT, ~IE, t\L-\, t\II, t\[0, NI-!, NJ, Ni\I, NY, NC, SC, 1\-\, RI, Commonwealth of Puerto Rico, TX, VA and \'\"1. Background Summary t\[r. Youssef is a Registered ,\rchitect with O\'er 40 years of di\'ersitled architectural background in the United States, Canada, and Egypt comprehending all phases of professional practice. As Principal Architect and i\Ianager of the [\rchitectural group, he has extensi\'e experience in programming, planning, conceptual design and development, contractual administration, bid e\'aluation, negotiation of contracts and construction supervision. His projects ha\'e included large-scale industrial complexes, institutional facilities, housing, commercial projects, office buildings, schools, hospitals, laboratories and building renovations. Holds an active security clearance and has worked as Project Architect for several GO\'ernmental projects involving Top Clearance Security (TS) projects (DOD, DOS & DO E), ~ [r. Youssef joined Stone & Webs ter Engineering Corporation (S\VEC) in ~Iay 1970. His responsibilities consist of administration, project management and SHAW ENVIRONMENTAL, INC. OGC122006T design. Duties ha\'e included supef\'ision of professional staff, writing technical specifications, preparation of estimates and workload forecasts, coordination of architectural and engineering specialties, contact \vith regulatory agencies, negotiation of contracts, awards and construction SUpclTlslOn. Relevant Experience 05/1970 - Present, Shaw Environmental & Infrastructure, Inc. Civil-Structural Division Staff (May 1970 to Present). Principal Project Architect, responsible for the following projects: Representative Project Experience: Power Plant Security Upgrades. i\[r. Youssef designed security upgrades at numerous pO\ver plants including: TV A-Sequoyah, t\Iillstone, Comanche Peak, Seaver Valley, Maine Yankee, Connecticut Yankee. ~Iystic, Shippingport, Os\vego, Sig Send, Tampa, Sa\'annah-Effingham Station, Lungmen, Rumford Combined Cycle Power Plant, Londondcrry and others. Imprm'ements included \'arious perimeter barriers, reinforced perimeter fences, double fences (perimeter and nuisance), blast protection, \,ital area protection, \'ehiclc access road design, personnel and vehicle access point improvements, and security system improvements. Emergency evacuation routes \vere incorporated into the access route imprm'ements. He coordinated the design of emergency communication system upgrades. I\t the Seaver Valley nuclear power station, ~[r. Youssef was responsible for the architectural design, coordinated the engineering of a primary access facility. The facility is a two-story structure that functions as the personnel access area and doubles as a training and administration facility for the plant security personnel. It includes intrusion detection systems, bullet resistant areas, computer systems, and alarm systems, personnel monitoring systems, offices, and mechanical equipment areas. Yankee Atomic Electric Company. ~[r. Youssef developed conceptual designs of Emergency Operation Facilities (EOF) for the following Massachusetts Towns: Amesbury, Plum Island, Byfield, ~Ierrimac, Salisbury, Newbury, Peabody and Newburyport. EOF facilities were designed to provide emergency evacuation, and FAROUK F. YOUSSEF . .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" a UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES --' <{ If) o "'- o "" "'- If) I f- "'- o UJ r.:> <{ "'- ~ f- >= UJ I f- Z o z o >= u a:: f- If) UJ "" UJ I f- a f- sheltering with appropriate communications capabilities to handle emergency response. EOr was to house police, fire department, FE~L-\, town officials and other emergency personnel. The Peabody EO F was designed and built incorporating it into an existing police department building, with radiation hardening added. New Fire and Police Station facilities were designed for the towns of Salisbury and Newbury. Additional facilities were also designed for various town halls and schools to shelter and feed the population surrounding the power plant in case of an e\'acuation or a natural disaster. Farouk worked with other agency and stakeholder to de\'elop emergency e\'acuation plans. He participated with regulatory personnel, local emergency response organizations, FEMA, and the public in hearings on EOF development and emergency e\'acuation planning. American Embassy Office of Foreign Building Operations, Department of State (DOS), Panama City, Panama (Torre Miramar Building). ~Ir. Youssef responsible for the architectural design, coordinating and interface with various engineering and security disciplines. Preparation of design documents (drawings, specifications, reports, etc.) design, included space planning, security upgrades and new emergency e\'acuation stair\vays for a 16-story office building used by ,-\merican Embassy personnel. Design included new perimeter barriers to provide increased standoff distances; a new emergency e\'acuation stairwell, rein forcing parking garages agains t a ttack, balconies protection, improved windows, and forced entry resistant doors. t\Ir. Youssef was in charge of the relocation of ISO facility into the Torre ~liramar including design, coordination with all other disciplines American Consulate, Office of Foreign Building Operations, Department of State (DOS), Panama City, Panama. t\Ir. Youssef designed, coordinated \'arious engineering disciplines and oversaw the construction of the ,\merican Consulate in Panama City. Work included floor plans, the hardening of the building and numerous security improvements. Emergency evacuation routes, shelters that can stand attack for few hours until help arrives, security monitoring, perimeter protection, and other improvements. SHAW ENVIRONMENTAL, INC. OGC122006T Department of Energy Due Diligence Review "The River Protection Project, Hanford, WA" (DOE). ~Ir. Youssef conducted a due diligence review of "The River Protection Project, Hanford, \,(!A". The project il1\'oh-ed the protection of the water\vay from radiological impact from contaminated sites and facilities. He re\.iewed the project design and procedures, including emergency preparedness plans. Aberdeen Chemical Agent Disposal Facilities, Edgewood, MD (DOD) and Newport Chemical Agent Disposal Facilities, Newport, IN (DOD). t\Ir. Youssef designed buildings for the treatment/destruction of chemical warfare agents at both I\berdeen and Newport facilities. He coordinated work, \vhich included the design of e\'acuation capabilities, safety systems, fire protection, communications systems, alarms, and intrusion pre\'ention and detection. Louisiana Ammunition Plant (RDX), Shreveport LA (DOD). Mr. Youssef designed buildings for the treatment/ destruction of the explosi\'e RDX. He coordinated \vork, \V'hich included the design of e\'acuation capabilities, safety systems, tu-e protection, communications systems, alarms, and intrusion pre\'ention and detection. Massport Authority, Logan Airport Computer Room, Security Access Upgrade, Boston, MA. t\[r. Youssef designed the security upgrade of the Logan I\irport. Shaw sen'ices included engineering, design, and specifications of an access control system including a centralized computer, multiple operator stations, multiplexed fiber-optic communications, card readers, and associated hardware. The s\'stem controls access to the airs ide operations areas from fi\'e passenger terminals and a general aviation terminal. The design incorporated control devices for the doors and gates, including emergency evacuation exits compatible with security and fire marshal standards. The scope of sen.ices also included continuing support to meet F,-\[\ access control requirements. Office Building/Industrial/Commercial Projects: . U.S. f\rmy Corps of Engineers, FUSRAP laboratory Building. · Shaw Headquarters Office Building, Baton Rouge, L.r\ FAROUK F. YOUSSEF 2 . --' <{ If) o "'- o "" "'- If) I f- "'- o UJ '" <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ '" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES . Puerto Rico Power Co" San Juan, PR (Several Projects) . Enclave Realty Trust Office Building, Houston, TX. . 51 Sleeper Street Office Building, South Boston, MA . Charlton Switch Facility, MCI Telecommunication Corp. Charlton, i\L\ . Auburn VPS Partnership, Ltd., Virgin Pulp Substitute Recycling Facility, Auburn, ~[E . Nantucket Cable Project, Candle Street Substation, New England Power Co. Nantucket, MA . Improved Plastic Facility, Gillette Co. Boston, ~L\. . Gillette Seawater Intake Structure, South Boston, t\L-\ . Band Center for the 54-I st [\ir Force, Hanscom ,\ir Force Base, Bedford, ~L-\ . Architectural Compatibility Plan "ACP" Hanscom Air Force Base, Bedford, t\L\. . Christian Science Church, Boston, t\L-\ . AT. Cross, Lincoln, RI. . Cherry Hill Operation Center Office Building, Cherry Hill, NJ . Uni\'crsity of f\Iissouri Research Facility Upgrade, Columbia, ~IO . N[\CE Project (Recycled Fiber Plant) Scott Paper Co., Owens\'ille, KY . James Ri\'er Graphics Coating Facility in l'-[anor Park, Scotland, England. . Vevey Manufacturing Facility and 0 ffice Building, Butner, N.C. . Cranston Print \,\'orks, \Vebster, t\L\ Transportation Projects: Project Architect for the design/ renovation of the following projects: Massachusetts Bay Transportation Authority (MBTA). E\'erett Hea\'y Bus Repair Facility - Project Architect responsible for the cOlwersion of a portion of this facility to CNG. Tasks associated with this assignment-included liaison with client and other team members. Preparation of a conceptual design report, which includes the conversion of portions of the existing facility to CNG, the addition of a CNG fueling station and the addition of a new preparation area (bus wash/ reclaim) and paint booth. Prepared a Roof Inspection/ Repair Report for the 95,000 square feet facility, including cost estimates. Cabot Bus Repair Facility -Project Architect coordinated the cOlwersion of this facility to CNG. Responsible for all architectural modifications and updating to meet current State and Federal Codes, included liaison with client, state and local officials and other members of the design team. Preparation of specifications and construction estimates. Interim Arborway Maintenance Facility -Project Architect coordinated the design of this new maintenance facility for both CNG and diesel buses. . ~Iaintenance Facilities - Connecticut Department of Transportation: . Stamford Yard and maintenance facility (Stamford, Connecticut) . Bradley International Airport (t\lisc. Security and Renovations \'\'ork) . Windsor Maintenance Facility Office (\'\'indsor, Connecticut) . Darien ~Iaintenance and Repair Facility (Darien, Connecticut) . Fairfield t\Iaintenance Facility (Fairfield, Connecticut) . Value Engineering Sen'ices & Design re\'iew for: \'\-illington, Cornwall and Saybrook Repair and i\[aintenance Facilities (CT) PO\ver Projects: Project ,\rchitect for the design of the following projects: . Spagnoli Road Energy Center, Plant and office, ~Ielville, Long Island, NY . Ra\'enswood Co-generation Facility, Plant and Office, Long Island City, Queens, NY . Covert Generation Co. LLC, Plant and Office, Van Buren County, I\II . Londonderry Cogeneration Power Plant, and office, Londonderry, N H. . "Everton Combined Cycle Power Plant, "Everton, RI. . PI-L-\-LAI Thermal Power Plant, Hai Doung Province, Vietnam. . Upper Peninsula Generating Co.- Presque Isle Station, (Presque Isle, NY) Parking Garages: . Enclave Realty Trust Office Building, Houston, TX SHAW ENVIRONMENTAL. INC. 3 FAROUK F. YOUSSEF OGC122006T . -' <{ If) o "'- o "" "'- If) I f- "'- o UJ (!J <{ "'- ~ f- >= UJ I f- Z o Z o >= u a:: f- If) UJ "" UJ I f- o f- .i If) '!l f- UJ UJ I If) If) I f- Z o o UJ z 4' f- Z o u <{ f- <{ o "'- o UJ "" ::::> If) g u If) Ci "" o UJ If) ::::> . SOUTH FLORIDA WATER MANGEMENT DISTRICT GENERAL ENGINEERING SERVICES Owner Representati\'e/ Project Architect for the 320,000 square foot, six-story office building and 1400 car, four-level parking garage. Design and design and shop drawings review, coordination with pre-cast manufacturer, selection of finishes, construction supcr\'ision, interface with Architect, Contractor and De\'eloper. SHAW ENVIRONMENTAL, INC. FAROUK F. YOUSSEF 4 OGC122006T . . . a. ---'.. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one SectIon F for each proJect.) 20. EXAMPLE PROJECT KEY NUMBER 001 21. TITLE AND LOCATION (City and State) 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) See below 23. PROJECT OWNER'S INFORMATION 7 -Eleven #18580, Fort Lauderdale, Florida a. PROJECT OWNER b. POINT OF CONTACT NAME C. POINT OF CONTACT TELEPHONE NUMBER 7 -Eleven John Gomolka, P.G. 954-519-1279 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Program Overview Be Sure to Notice · Remedial treatment design, installation, operation · Regulatory agency negotiations/coordination · Innovative bioremediation pilot testing and design Shaw and predecessor companies have been a key provider of environmental services to 7 -Eleven stores having gasoline vending operations for more than a decade, and the total services volume provided over that period have totaled about $87 million. 7-Eleven has 3,800 U.S. locations, of which about 2,500 offer gasoline. Historically, 7-Eleven (and Southland Corporation, a predecessor company) had employed 20 consultants and has narrowed the number to three providers, Shaw being one of the three. Until recently, the scope of services related to assessment and remediation of retail petroleum sites as well as tank replacement programs. 7-Eleven has developed with Shaw's input an Environmental Program Protocol/Operations Manual (POM) which provides for clear definition of program procedures, authorities and responsibilities of the 7 -Eleven and consultant team members. 7 -Eleven also has developed an electronic database called SLEDs which allows site-by-site budgeting of tasks and tracking of progress toward achieving project milestones (e.g., no further action). SLEDs also allows for electronic invoicing and prompt receipt of payment. A variety of technologies have been applied to the remediation of hydrocarbon-impacted soils and groundwater, and a pilot scale treatment system has been installed and data are being gathered at an MtBE-impacted site, In addition, services have been provided related to real estate and compliance issues. Due to 7 -Eleven's need to institutionalize compliance procedures spurred by regulatory requirements in the state of California, Shaw has piloted a comprehensive Environmental Management System (EMS) and compliance audit program in California. A "green book" which provides guidance to individual store managers has been assembled by Shaw for purposes of identifying activities that must be conducted and recorded on daily, weekly, monthly, quarterly or annual bases. Shaw conducted training sessions and participates in follow-up audits to determine the effectiveness of the EMS and the guidance and tools provided to maintain compliance at the store level. 7 -Eleven plans to roll out the program to its universe of about 2,500 sores that offer gasoline throughout the U.S. The states in which we are currently working for 7-Eleven are AL, GA, LA, NM, OK, TN, TX, and FL for assessment and remediation activities, and CA and NV for EMS/compliance services. Specific Site Description Engineering design, installation, and operation of a remedial treatment system targeting cleanup of petroleum hydrocarbon impact reported in the soil and groundwater at the subject site. Shaw, working for Broward County Environmental Protection Department under contract with the Florida Department of Environmental Protection, developed the remedial design for an air sparge/soil vapor extraction system Shaw also performed the installation of the system which included well installation, trenching, electrical and plumbing activities. Design - $50,000.00; Installation - $350,000; annual operation - $60,000. 1 FIRM NAME Shaw Environmental, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION Cit Miami Lakes, FL ROLE Prime STANDARD FORM 330 (6/2004) PAGE F-1 . . . ---. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects. If not specified. Complete one Section F for each proJect.) 20. EXAMPLE PROJECT KEY NUMBER 002 21. TITLE AND LOCATION (City and State) 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) On going 23. PROJECT OWNER'S INFORMATION CSX, Jacksonville, FL a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER CSX Transportation/ CSX Intermodal Greg Oblom 904-366-3889 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) I Program Overview Be Sure to Notice · Industrial hygiene services (asbestos. lead, mold) I · Regulatory agency negotiations/coordination · Permits/environmental compliance Shaw provides industrial hygiene support to CSX Transportation (CSXT) and CSX (CSXI) lntermodal throughout their respective systems. A large part of the industrial hygiene services include maintaining their asbestos, lead based paint and mold programs within 15 states along the eastern coastline for CSXT and nationally for CSXI. Tasks associated with this program are broad in scope and includes inspections, abatements, wet demolitions, in-place management and/or staff training. More traditional industrial hygiene services have also been provided in order to evaluate worker exposure to materials such as metals, gasses, chemicals, etc. Shaw has been retained by CSXI to manage the environmental and compliance requirements for 18 of their Terminals. This program requires the management of operating permits including; tank registrations, air permits, stormwater permits, SPCC management, SWPPP management, waste disposal management and coordination, and overall environmental compliance to meet the demands of established regulations and corporate best management procedures. Shaw manages the operation of 13 wastewater treatment plants with the CSX territory. The Shaw employees responsible for the operation of these plants report directly to a CSX manager. Their roles extend beyond the wastewater treatment plant and include general environmental compliance at their stationed location, as well as, remote locations within their territory. A main objective of this position is to support a positive environmental atmosphere at the yards and provide a resource for the operating departments to lean on for environmental needs. Annual revenue - $500,000.00 1 FIRM NAME 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION Clt and State Jacksonville, Tampa, Gainesville, Miami Lakes, FL ROLE Prime Shaw Environmental, Inc. STANDARD FORM 330 (6/2004) PAGE F-1 . . . ---.... F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not speclned. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 003 21. TITLE AND LOCATION (City and State) Florida Department of Environmental Protection, Miami Inti Airport, FL 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER FDEP Matt McCoy (FDEP) 850-245-8918 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (lnctude scope, size, and cost) Program Overview Be Sure to Notice · Monitoring well installations · Sampling and analysis of groundwater · Assessment reports · Permits/environmental compliance In accordance with a Florida Department of Environmental Protection (FDEP) Petroleum Pre-approval Work Order, Shaw has completed the field activities associated with the free floating product (FFP) gauging, monitoring well purging, monitoring well installations, and the collection of monitoring well groundwater samples from 97 monitoring wells at the Concourses B, C, D, and North Terminal Development (NTD) areas of the Miami International Airport (MIA). The purpose of this project was to determine the extent of regulated petroleum hydrocarbons present in the groundwater at the Concourses B, C, and D area of MIA, prior to demolition of the Concourse Band C buildings and the Concourse C Baggage Shed as part of the NTD construction activities. The following scope of work was conducted by Shaw at the site as part of the assessment activities: . Preparation of a Site Specific Health and Safety Plan . Maintenance of Traffic (MOT) Plan preparation . Inspection, labeling, and documentation of all accessible Concourses B, C, and D area monitoring wells . Installation of 64 monitoring wells on airside portion of MIA. . FFP gauging of all accessible Concourses B, C, and D area monitoring wells . Purging of all accessible Concourses B, C, and D area monitoring wells . Groundwater sampling and analyses of all accessible Concourses B, C, and D area monitoring wells that did not contain FFP . Preparation of Groundwater Assessment Report Cost - $300,000 1 FIRM NAME Shaw Environmental, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION elt Miami Lakes, FL ROLE Prime STANDARD FORM 330 (6/2004) PAGE F-1 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency. or 10 projects, If not specified. Complete one Section F for each proJect.) . . . 21. TITLE AND LOCATION (City and State) Florida Department of Transportation, District 2, Gainesville, FL 20. EXAMPLE PROJECT KEY NUMBER 004 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) During a road construction project for SR 20 between Gainesville and Hawthorne Be Sure to Notice FL, the roadway construction contractor did not place or maintain an effective erosion control system. This resulted in the discharge of sediment laden stormwater that accumulated in adjacent wetland areas. Uncontrolled run-off of fill material from this construction site and roadway project escaped into waterways and wetlands and formed significant deposits, 3 to 16 inches over in 11 areas including wetlands and tributaries to the Lockloosa River in Alachua County Florida. This discharge resulted in excessive turbidity, burial of organic wetland soils, changes to drainage patterns, loss of wetland function, and decreased hydraulic capacity. These impacts violated State and Federal laws and responsible parties were subject to civil penalties and fines levied by Florida's Water Management Districts, the US Army Corps of Engineers, and Florida Department of Environmental Protection. Typically efforts to remove sediment from wetlands are often hindered by regulatory policies prohibiting further impacts in the form of root damage, plant loss, soil compaction, and turbidity caused by heavy excavation equipment. Manual excavation, while creating less disturbance is often slow, costly, and not entirely effective, especially in cases where the sediment plume extends far downstream. In addition, regulators require any damage resulting from sediment excavation to be repaired, adding significant cost and effort. In particularly sensitive wetlands, costs of restoring damage caused during remedial excavation can overwhelm the costs of addressing the sediment plume. For the subject project, Shaw was successful in developing low-impact sediment removal techniques using vacuum dredging. These techniques are applicable to streams, tributaries, swales, and wetlands, even in remote areas or far downstream of the sediment source. Using a combination of techniques including temporary de- watering and diversion, hydraulic scouring, and vacuum extraction, Shaw was able to precisely control the depth of sediment removal to expose the natural substrate, eliminate downstream discharge, avoid damage to root systems from cutting and soil compaction, and limit impact to surrounding environments. Using 6-inch aluminum intake tubing, the machine directly reached impact areas from the road shoulder and other locations where a stable base material was established to a distance of 30 feet. Attachment of flex tubing or 6-inch PVC piping using PVC couplings and/or flexible rubber Fernco-type adaptors was used to increase the effective length of the intake to a distance of 500 feet. Shaw's techniques have met with regulatory approval and are a preferred approach. They offer immediate cost reduction benefits in that manpower needs are greatly reduced and that it lacks a large footprint that would require post-excavation repair, maintains intact root systems along banks, has little effect on vegetation or soil conditions outside the excavation area, and does not compromise bank integrity. These attributes are particularly valuable in sensitive environments, such as forested wetlands, where restoration of impacts caused by traditional excavation techniques can be extremely difficult and costly. In emergent wetlands and marshes, post-remedial planting was conducted to replace wetland structure and function after sediment removal. Monitoring of replanting success is ongoing 7 months after installation and all areas exhibit good growth of planted specimens, recruitment of new plants from surrounding areas and no evidence of disturbance. 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER 386-961-7582 · Innovative use of common vacuum equipment - Shaw has pioneered techniques for remediation of wetlands and waterways impacted by sediment run-off from construction sites. · Time savings for client. · Solution that was environmentally friendly; limited impact to natural vegetation and contours. ~ a FOOT 2 Jenny Sargent STANDARD FORM 330 (6/2004) PAGE F-1 . . . This innovative approach using industry available vacuum equipment quickly and effectively recovered sediment released to a wetland. Attributes of this approach include reduced schedule and cost, minimal disruption to an active wetland during sediment recovery, rapid wetland restoration and approval and support of the 8t. Johns River Water Management District. PVC pipe and flexible tubing were used to reach sand deposits along 350 feet of streambed without compromising bank integrity. a. 1 FIRM NAME Shaw Environmental, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION eit Miami Lakes, FL ROLE Prime STANDARD FORM 330 (6/2004) PAGE F-2 . . . - - F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, "not specIfied. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 005 21. TITLE AND LOCATION (City and State) 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Miami-Dade County Department of Solid Waste, Miami, FL 2000-present 23. PROJECT OWNER'S INFORMATION 2000 a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Miami-Dade County Steve Christensen 305-594-1614 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Program Overview Shaw has a contract for the operation and maintenance of two sequential batch reactor type wastewater treatment plants for the Department of Solid Waste Management. The system uses a modified sequencing batch reactor (SBR) process technology. The purpose of the SBR is to treat leachate recovered from the landfill and reduce contaminant concentrations to below permit and wastewater treatment facility influent standards. The SBR was designed to treat a maximum concentration of 764 mg/I of ammonia at a permitted flow of 320,000 gallons per day. Shaw's contract is valued at $4,512,247.00 for the 5-year term. The service requirements include the operation and maintenance of extraction wells and injection wells associated with groundwater. Services also include monitoring and maintenance of the stormwater system structure, such as the injection wells, which are intimately related to the groundwater. Shaw provides all employees, vehicles, material, administrative design, and operational services required to staff and operate the facilities as required by the operating permits. Shaw's facility operator holds a Class "A" certification and license for wastewater treatment plant operators as listed in Chapter 62.602 of the Florida Administrative Code. a. 1 FIRM NAME Shaw Environmental, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION Clf Miami Lakes, FL ROLE Prime STANDARD FORM 330 (6/2004) PAGE F-1 1 FIRM NAME . a. Shaw Environmental, Inc. . . _."_..--- '" F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 proJects, If not specified. Complete one Section F for each proJect.) 20. EXAMPLE PROJECT KEY NUMBER 006 21. TITLE AND LOCATION (City and State) Environmental Services for South Florida Water Management District, West Palm Beach, FL 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2005 to Present 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER South Florida Water Management District 3301 Gun Club Road West Palm Beach, FL 33416 b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER 561-625-5157 Bob Kukleski 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) I Shaw serves SFWMD under an Indefinite Quantity Contract (IQC) to perform Environmental Site Assessments and Related Environmental Services of District Lands. This contract covers the 16 counties located within the South Florida Water Management District of central and south Florida. The primary work involved is the completion of Assessment of Real Property, Phase II Site Assessments, and Ecological Risk Assessments. Randy Youngman acts as Contract Manager and directs his team in performing feasibility studies, prepared remedial cost estimates, developed and executed ecological risk assessments, sampled for asbestos and lead-based paints, and AST/UST management. Assessment of Real Property Be Sure to Notice · Large site experience · State client/regulatory familiarity · Phase I and II ESAs · Innovative assessment techniques · Familiarity in working with Regulatory Agencies · Design and use of ERAs · Agency coordination, FDEP, SFWMD, USFWS, etc. An important and common aspect of this contract was working within very stringent timeframes for determining if a potential property purchase should be completed based upon environmental conditions at the property. To provide the summary reports to the client quickly, Mr. Youngman, as Contract Manager, developed a management approach that blended advanced planning, adaptability, responsiveness and experience in a highly effective manner. Phase I and/or Phase II Environmental Site Assessments ranged from an 80-acre vegetable farm to a ranch/former farmland consisting of more than 20,000 acres. Shaw personnel also completed a sediment assessment on the western shore of Lake Okeechobee. A majority of our work with the SFWMD has been completed as part of the Comprehensive Everglades Restoration Project (CERP). The range of tasks associated with these projects included county and local and regulatory records reviews, aerial photography reviews, lead paint surveys, asbestos surveys, building inspections, UST management, removal and remediation, site interviews, natural resource surveys, identification of potential environmental conditions, recommendations, and report production. Upon completion of the Phase I Real Estate Assessment, recommendations are made to the SFWMD to determine the further assessment required at the property. If required, a Phase II Assessment is completed. The Phase II Assessments included soil, groundwater, sediment and surface water sampling and analysis, lead-based paint sampling, asbestos sampling, data validation, GPS surveying of sample locations, GIS mapping, data management, and reporting. Randy Youngman completed several Ecological Risk Assessment (ERA) projects at former agricultural properties for the SFWMD. The ERAs were completed in conjunction with and approved by the U.S. Fish and Wildlife Service. The scope of the ERA included comparison of analytical results to the appropriate state and federal criteria, dose and response research, hazard quotient calculation and the modeling of the response from the appropriate ecological receptor. Approvals of these ERAs have allowed the SFWMD to utilize the properties for their proposal land use as part of the CERP (surface water treatment areas or surface water storage reservoirs). 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION Cit and State Clermont, Miami Lakes, FL ROLE Prime STANDARD FORM 330 (6/2004) PAGE F-1 ----~. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects. If not specified. Complete one SectIOn F for each project.) . 1. TITLE AND LOCATION (City and State) Brownfields Site at Northeast Plaza Shopping Center, Sarasota, FL 20. EXAMPLE PROJECT KEY NUMBER 007 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) October 2000 - Ongoing a. PROJECT OWNER b. POINT OF CONTACT NAME 23. PROJECT OWNER'S INFORMATION c. POINT OF CONTACT TELEPHONE NUMBER LandBank Properties, L.L.C. 9201 East Dry Creek Road Tim Roberts 303-741-7307 Centennial, CO 80112 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Existing Use: This 121,000 square foot shopping center is traditionally fully leased and produces a strong net operating income. Grocery store anchored retail strip center with a total of 123,355 SF of leasable building area on 13 acres. NOI of $761,000. Challenge: A portion of the soils and groundwater on the site have been contaminated by dry cleaning chemical releases, tetrachloroethene (PCE) and associated daughter products. Minimal off-site groundwater impacts have been identified on adjacent city-owned lands although they do not pose a threat to the environment or human health. I Be Sure to Notice · Typical yet complex urban setting · Familiarity in working with Regulatory Agencies (FDEP & Sarosata County) I · Advanced cac understanding · Comigled plumes · Services provided to an active retail center · Innovative remedial action designs Solution: An aggressive remedial approach of potassium permanganate injection and soil vapor extraction/air sparging was instituted under a Voluntary Cleanup Agreement with the Florida Department of Environmental Protection (FDEP). Site History: The subject property is situated on the northeast corner of the intersection of Lockwood Ridge Road and 17th Street in Sarasota, Sarasota County, Florida. Three free-standing, one-story buildings totaling approximately 121,335 net rentable square feet occupy the subject site. Building #1 was originally constructed in 1964 with additions in 1978, 1981 and 1991. Building #1 contains approximately 104,405 square feet divided into 14 retail units. Building #2 was originally constructed in 1964 with one addition in 1981. Building #2 contains approximately 16,530 square feet divided into four retail units. Building #3 was constructed in 1985 and contains one retail unit of 400 square feet. The masonry and steel structures are all built on cast-in- place, reinforced, concrete slabs-on-grade over pier and spread footing foundations. Buildings 1 and 2 contain flat built up and/or membrane roofs while building 3 features asphalt-shingled hip roofs. Approximately 45,500 square feet of the site is landscaped and the remaining 310,305 square feet is parking and driveways. A Mobil gasoline station is situated on the northeast corner of Lockwood Ridge Road and 17th Street, southwest of the subject property on land not included with this transaction. The Century Bank facility was sold and is considered a free-standing structure off-site. The site is supplied municipal water and sewer. . The subject property was undeveloped land until 1964 when the shopping center development was initiated. In 1964 the first construction included 42,200 square feet for Building 1 and 3,330 square feet for Building 2. In 1978, a 21,100 square foot addition was completed for Building 1. In 1981,37,215 square feet were added to Building 1 and 13,200 square feet were added to Building 2. Building 3 was constructed in 1985 and contains 400 square feet. The last addition to the property occurred in 1991 when a 4,000 square foot addition was completed on Building 1. Various national chain and local tenants have occupied space at the site. The subject property is currently utilized as a strip-mall shopping center with various national chain and local tenants. The national tenants include Winn-Dixie, Blockbuster, Ace Hardware, AutoZone, Subway, Dollar General, and Big Lots. A combination dry cleaner and coin-operated laundry operation is situated on the north end of Building 2. The current tenant has been in operation since 2002; however, the space has been utilized by various other parties with the same type of operations since the beginning of the development. Environmental Clean Up: The total remediation cost is estimated at $1 ,200,000, and capped through a fixed price contract with SEI. Approximately $890,000 has been incurred to date. The adjoining Mobil service station is currently undergoing active remediation within a State mandated program for a petroleum spill that has migrated onto the subject property. . STANDARD FORM 330 (6/2004) PAGE F-1 . . . The source of identified subsurface impacts at the site is the historic use of one of the rental units as a dry cleaner and coin- operated laundry facility (3343 NE 17th Street). The noted address has housed dry cleaning operations and coin laundry services since the development of the property with the current tenant in operation since 2002. The facility has a new closed-loop dry cleaning machine installed in 1997. Tetrachloroethene (peE) is the only reported dry cleaning solvent used at the site. The most recent Title V General Permit facility inspection (7/22/02) conducted by Sarasota County Environmental Services found the facility to be in compliance with the requirements of FDEP Rule 62-213.300, Florida Administrative Code for the period of August 3,2001 to July 22,2002. A Hazardous Waste Compliance Assistance Visit was conducted by the Florida Department of Environmental Protection Division of Waste Management on March 9, 2000. The purpose of the visit was to assess the level of compliance with federal and state regulations governing the management of hazardous waste. Three areas of concern were identified during the visit. The first issue pertained to the secondary containment requirements for all peE and peE-containing wastes. The facility was notified that containment should be capable of holding up to 110% of the volume of the largest container stored within it. The second issue related to waste manifesting to verify that wastes were received and accepted at an approved disposal facility. The third issue pointed out that separator water from the dry cleaning machine must either be disposed of as a hazardous waste or properly treated through an approved carbon filtration system prior to disposal through misting or evaporating. A follow-up inspection was scheduled within 120 days of March 9, 2000. Documentation pertaining to the re-inspection was not available at the state office. Northeast Plaza Venture I, LLC notified the new dry cleaner tenant of their requirement to comply with all stipulations of the lease pertaining to compliance with environmental laws and insurance. A Mobil gasoline station is situated adjacent to the site in a small parcel cut out of the southwest corner of the subject property. The Mobil station is undergoing active remediation for a petroleum hydrocarbon release from an unleaded gasoline product delivery line discovered March 3,1987. The release migrated onto the subject property and remedial action is being performed in response to the release. A groundwater pump and treat system along with soil vapor extraction has been implemented. Remediation is currently proceeding under the petroleum reimbursement program for the state. Groundwater monitoring is expected to continue until the state issues a "no further action" letter. Liability for the cleanup of the petroleum release will remain with Mobil or their successors. (1) FIRM NAME a. Shaw Environmental, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (2) FIRM LOCATION rCitv and State) Clermont, Miami Lakes FL ROLE Prime STANDARD FORM 330 (6/2004) PAGE F-2 ---' --. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many prOjects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) r---. . . . 1. TITLE AND LOCATION (City and State) Site Assessment Pear Park Property, Lake County, Florida 20. EXAMPLE PROJECT KEY NUMBER 008 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Ongoing 23. PROJECT OWNER'S INFORMATION Lake County Environmental Services 13130 County Landfill Rd. P.O. Box 7800 Tavares, FL 32778-7800 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) I I I a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER 352-343-3776 In collaboration with Lake County, Shaw designed a site assessment plan to investigate the impacts from arsenic at site being developed for planned recreational property. Shaw was initially tasked with the oversight (shadowing/auditing) of another consultant representing the former property owner in their completion of site investigation tasks designed by Shaw. Shaw was later assigned the contract for the design and implementation of a source removal and natural attenuation/monitoring only plan. The scope of work for this investigation included: Be Sure to Notice · Phase I and II ESAs Audit · Familiarity in working with Regulatory Agencies · Source removal design and execution I · Florida County service provider . Site Survey . Subsurface Investigation . Existing Well Sample Collection and Analysis . Soil Sampling . Groundwater Assessment . Quarterly Monitoring . Source Removal As one of the objectives was to identify the presences of a former cattle dip vat a ground penetrating radar (GPR) survey was performed. This survey was restricted to the west by the property boundary and to the north by surface water in the vicinity of the Palatlakaha River. The GPR investigation identified four subsurface anomalies that were further investigated through the excavation of test pits. A pre-existing on-site well was used as part of this investigation '. ~" for groundwater sample collection purposes. A groundwater sample was collected from the well for analysis of organochlorine pesticides (OCPs) and arsenic. The results of this analysis indicated that OCPs and arsenic are not present in the groundwater above the test method detection limits or the groundwater cleanup target levels (GCTLs) established in Chapter 62-777, of the Florida Administrative Code (FAC). In addition, four shallow monitoring wells were constructed in the area of the suspect cattle dip operations. These wells were surveyed and sampled. The water table elevation was determined, documenting a groundwater flow direction toward the northwest. Groundwater samples collected from these newly installed wells were analyzed for arsenic, 1 ,2-Dibromoethane (EDB) and OCPs. Again, none of the analyzed compounds were detected above the test method detection limits or the GCTLs. Shaw returned to the site to collect soil samples to vertically delineate total arsenic. Four sample boring locations were selected. Soil samples from these borings were collected at various vertical depths and analyzed for total arsenic. The results of these analysis indicated that total arsenic concentration is in excess of the State's current Soil Cleanup Target Levels (SCTLs), as established in FAC 62-777, of 0.8 milligrams per kilogram (mg/kg) (residential) and 3.7 mg/kg (industrial) in two of the four borings at all depths. The residential standard was exceeded in all locations and depths in each boring with the exception to one sample (1 to 6 feet below land surface) and another at all depths. Applying the proposed new SCTLs of 2.1 mg/kg residential and 12 mg/kg industrial, one boring location exceeded the residential standard at 0.5-, 2- and 5-foot depths and the industrial standard at 1- and 2-foot depths. In another boring the residential standard was exceeded at all depths while the industrial standard was over the SCTL at 0.5- and 1-foot depths. Emilio Burma STANDARD FORM 330 (6/2004) PAGE F-1 . . . I Lu Based on the results of this investigation, total arsenic in soil was the only matrix and chemical of concern for the study area. Applying the established SCTLs for arsenic the area of potential impact was defined both vertically and horizontally allowing source removal approach to be designed. This design was presented to and approved by the FDEP. Approximately 1,000 cubic yard of arsenic impacted soil were recovered and transported off site for disposal. A series of conformation samples were collected from the sides and base of the excavation areas to document the complete removal of the impacted soils. A natural attenuation/monitoring only (NA/MO) plan was developed and approved by the FDEP providing for the quarterly sampling of monitoring wells for 1 year. Five permanent monitoring wells were constructed in former impact area and sampled/analyzed for total arsenic. Elements of this project that benefited our client include: . Rapid negotiation and approval of regulatory document from the FDEP . Innovative use of 0.006 inch slot well screen to reduce impacUfalse readings as a result of groundwater sample turbidity . Quick implementation of the NA/MO allowing the site investigation groundwater sample results to be used as the first quarterly monitoring event . Reduced project costs and schedule 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT (1) FIRM NAME (2) FIRM LOCATION rCitv and State) ROLE a. Shaw Environmental, Inc. Clermont, Tampa, FL Prime STANDARD FORM 330 (6/2004) PAGE F-2 -- -^ - F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many prOjects as requested by the agency. or 10 prOjects, If not specIfied. Complete one SectIon F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 009 21. TITLE AND LOCATION (City and State) Phase I, Phase II, Orange County Risk Management Division, Ocoee, Orange County, Florida 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 01/04 - 04/04 23. PROJECT OWNER'S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Orange County Tim Tyndall (321) 239-2382 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) . I Be Sure to Notice · Large site experience · Phase I and II ESA · Quick source area identification · Familiarity in working with a Florida County · Regulatory and analytical test method understanding Shaw completed Phase I and Phase II Environmental Site Assessment (ESA) activities on a 16-acre property located in Ocoee, Orange County, Florida on behalf of the Orange County Risk Management Division. The subject property was approximately 16.6 acres in size and consisted of one unoccupied 1,744 square foot residential home, six storage sheds, and three horse stables. The remainder of the property consisted of undeveloped pasture with a pond of unknown size located in the middle of the property. The future land use of the subject property was identified as low-density residential, which is defined as up to four units to the acre. During Shaw's site reconnaissance and file review revealed that a portion of the property was cultivated with citrus for over 50 years. As a result, Shaw recommended further investigation of residual agrochemicals in the soil. Due to the age of the residential structure, it was possible that asbestos containing materials and lead-based paints were used during its construction. Shaw recommended that prior to removal of the structure from the subject property, an asbestos and lead-based paint survey be completed. During Shaw's Phase I ESA investigation, it was indicated that five groundwater monitoring wells have been installed on the subject property due to a contaminated groundwater plume originating from the eastern adjacent property. The last four sampling events of the monitoring wells located on the subject property have not detected any contaminants in the groundwater. Shaw recommended continued quarterly sampling of these wells. As part of Phase II ESA activities, Shaw collected surface soil samples from five locations on the east side of the subject property, which was historically utilized for citrus agriculture. The soil samples collected from these five locations were combined to form one composite soil sample that was submitted for laboratory analysis of organochlorine pesticides by Environmental Protection Agency (EPA) Method SW8081, organophosphorus pesticides by EPA Method SW8141, chlorinated herbicides by EPA Method SW8151, eight Resource Conservation and Recovery Act (8-RCRA) metals plus copper and zinc by EPA Method SW6010, and total organic carbon (TOC) by EPA Method SW9060. In addition, individual soil samples were collected from the five locations and held at the laboratory pending analytical results of the composite soil sample. The five individual soil samples were to be analyzed only if an analyte detected in the composite soil sample exceeded FDEP Chapter 62-777, FAC, Residential Soil Cleanup Target Level screening criteria. . 1 FIRM NAME Shaw Environmental, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION elt and State Clermont, Tampa, FL ROLE Prime STANDARD FORM 330 (6/2004) PAGE F-1 -, F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S QUALIFICATIONS FOR THIS CONTRACT (Present as many prOjects as requested by the agency, or 10 projects, If not specified. Complete one SectIOn F for each proJect.) - 20. EXAMPLE PROJECT KEY NUMBER 010 21. TITLE AND LOCATION (City and State) Site AssessmenURemedial Alternative Evaluation, Tampa, FL 22. YEARS COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) Ongoing 23. PROJECT OWNER'S INFORMATION c. POINT OF CONTACT TELEPHONE NUMBER a. PROJECT OWNER b. POINT OF CONTACT NAME WRB Enterprises, Inc Carlton Fields, P.A. Corporate Center Three at International Pkwy. 4221 West Boy Scott Blvd. Tam a, Florida 33607-5736 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (tnctude scope, size, and cost) Laurel Lockett, Esq 813-229-4139 Environmental Issues: As part of ongoing activities at this vacant facility, Shaw has performed several tasks including Source Removal, Supplemental Assessment Plan and Reporting and QAPP; soil, groundwater, sediment, and surface water sampling and analyses; surveying; and transportation and disposal of contaminated soils and investigation derived wastes. Additionally, Shaw has identified an offsite source of contamination with considerable data supporting this position whose property owner is sharing in the ongoing SA and remedial measures. During this project, Shaw has provided expert opinion in meetings with the current property owner, attorneys, and local/state regulatory authorities and public regarding the progress to date. Shaw has worked successfully with the owner and regulatory officials to establish the Brownfield Site Rehabilitation Agreement (BSRA) for this site - the first in Hillsborough County and receive $100,000 grant monies to complete the SA. Location: Industrial area on the east side of Tampa. The 8.13-acre site is position on a dead end road off of US 301, north of Highway 60 in Tampa, Florida. Site History: The site is the former location of a Landia Chemical facility which process, packaged and distributed agricultural chemicals. In the late 80's, following the acquisition of the property by WRB Enterprises, drums and bags containing pesticide products were discovered. Following discovery WRB Enterprises has proactively recovered identified pesticide sources and continued site assessment and remedial measures in conjunction with the approved programs of the FDEP and the EPA. . Be Sure to Notice · Developed an EPA Approved QAPP · Assisted with the development of the BSRA · Successful application and receipt of EPA grant monies · Shaw maintained FDEP/EPA Approved Contractor Status · Designed and performed innovative remedial measures · Familiarity in working with County Brownfield Programs The assessment and remedial technologies have involved Organochlorine Pesticide Compounds. Inherent to these compounds is a very low detection and cleanup standards imposed by the FDEP. Shaw has successful designed an assessment approach to accurate evaluate the OCP impact. Part of the approach was a though evaluation of the aquifer characteristic in an effort to achieved the FDEP "Low Yield Criteria" and thereby raise the applicable cleanup target level which will result in potential Natural Attenuation/No Further Action status or reduced remediation time and costs. Strategy: WRB Enterprise has designed a property reuse plan consisting of the removal of the existing warehouse building, performing a limited Source Removal and the construction of an industrial park for truck access/material distribution. It is anticipated that EPA available remediation grant monies will be available as well as remediation mitigation credits to reduce remediation (Source Removal) costs. The design takes into account the environmental concerns with the application of engineering controls to prevent the exacerbation of residual OCP compounds, allowing the maximum safe-guard to the community with lower overall development costs. a. 1 FIRM NAME Shaw Environmental, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 2 FIRM LOCATION Cit and State Tampa, Clermont, FL ROLE Prime . STANDARD FORM 330 (6/2004) PAGE F-1 . . . -- III 8-u; -.:s-.:s C1> e __ cu cu III E ::I ._ 0 -- ..c: 111__ We ::: C1> :c ... 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Ln o o 0) o " R " ~ o "'" N eo ..- "'" :>. "'" !:oS 5i8xoo cor--:f-_8 EO(lJeo o 0") LL . ..c0")<(~ COlOenlO ::;;::O~ci 0""'_ g ~ cri ~ Ci5 N_ LLO "., <( CL <(- ro Q)Q)a:U5 ~C~Q) COLL::J i=::2:<(Cf) "~ 'J " l' " 'J -;; .., " "g 3 E ~ 0> o 0:: en Q) C,) .:; Q) Cf) 2 C Q) E c 2 .:; c W W <i: " 0; .., ""3 " 3 ~ 'S '3 " Q) C,) o l.L ... <( Q) :5 ... .2 en Q) C,) s Q) Cf) W <i: ~ o (lJ LL <( Q) "., C i= 0:5 Q)ro :a~ ~ro .5 c Q)g 2 ~ ~a ... C,) <(0 '" '" N Ec oC": u.C C 1:>" .g~ "c roLL -r--- enc . . . CITY OF SUNNY ISLES BEACH QUALIFICATIONS FOR PROFESSIONAL GENERAL ENGINEERING CONSULTANT Appendix A Required Signed Forms I SHAW ENVIRONMENTAL, INC. 06C122006T State of Florida Department of State I certify from the records of this office that SHA W ENVIRONMENT AL, INC. is a corporation organized under the laws of Louisiana, authorized to transact business in the State of Florida, qualified on June 7, 2002. The document number of this corporation is F02000002878. I further certify that said corporation has paid all fees due this office through December 31, 2007, that its most recent annual report was filed on March 13,2007, and its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of Florida, at Tallahassee, the Capital, this the Twenty Ninth day of May, 2007 ~u Secretary of State Authentication 10: 100 I 03444391-052907-F02000002878 To authcnticate this ccrtiticate,visit the following site, enter this 10, and then follow the instructions displayed. www.sunbiz.org/auth.html en 0 I I [Xl I W ""'u.. ~ I . MOO enN "z [tio ali:: ~<t :J[:t: l.rt Zii: u CO Z)( c:: >'0 OW -COM rn~M I- eQ)....! <t Q)ULL N E.... - Ck:: c::~(J) o w 0 ~ ....E~ .- <( E;O....J ..J WO_ > 3~~ al c COM<( W .!::'<T~ a: (J)..- :5 w 0 a: w UJ a: -1 ::c en L ::c <l: U ~ ~ ..J UJ D- o en i5 . C"") r-,.. o ........ o o a, a f"- a d z t- O ::) <( . . . . SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to City of Sunny Isles Beach by Curtis Lee, P.G., Florida District Manager for Shaw Environmental, Inc. whose business address is 14350 Commerce Way, Miami Lakes, FL 33016 and (if applicable) its Federal Employer Identification Number (FEIN) is 77-058-9932 (IF the entity had no FEIN. include the Social Security Number of the individual signing this sworn statement: 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitlUst, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287. 1 33(1)(b), Florida Statutes means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial COUlt of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contenders. 4. [understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: a. A predecessor or successor of a person convicted of a public entity crime; or b. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity come. The tenTI "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an ann's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(1)( e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of any entity. . . . 6. Based on information and belief, the statement which I have marked below is true in a relation to the entity submitting this swom statement. (Please indicate which one (\) of the following three (3) statements is applicable.) L (1) Neither the entity submitting this swom statement, nor any of its officers, directors, executives, pal1ners, shareholders, employees, members, or agents who are active in the management of the entity, or any affiliate of the entity has been charged with and convicted of a public entity crime within the past 36 months. _(2) The entity submitting this swom statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or any affiliate of the entity has been charged with and convicted of a public entity crime within the past 36 months. _(3) The entity submitting this swom statement, or one or more of its officers, directors, executives, pal1ners, shareholders, employees, members, or agents who are active in the management of the entity, or agents who are active in management of the entity, or any affiliate of the entity has been charged with and convicted of a public entity crime within the past 36 months. However, there has been a subsequent proceeding before a Hearing Officers of the State of Florida, Division of Administrative Hearings and the Final Order by the Hearing Officer determined that it was not in the public interest to place the entity submitting this swom statement on the convicted vendor list. (Attached is a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORNI TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH I (ONE) ABOVE IS FOR THE PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED AND FOR THE PERIOD OF THE CONTRACT ENTERED INTO, WHICHEVER PERIOD IS LONGER. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDK"\STATUTES FOR THE CATEGORY TWO OF ANY CHANGE IN THE INF MA -mON C T AINED IN THIS FORM. Curtis Lee, P.G., Florida District Manager (Printed or Typed Legal Name of Affiant) State of FL County of O~I1~~ Swom to and subscribed before me this 0> \ day of A )0.. v~ 1- , 2007 by Notary Seal: ~~Y'(f~ .,.lM~ ~A.. ~ '<Ofl\.\ii (407) 398'{)153 GAYLE M COSTANZA MY COMMISSION # DD534628 EXPIRES: Mar. 30, 2010 Personally Known: ROOda Notary Servica.com Identitication Produced . NON-COLLUSIVE AFFIDA VIT State of Florida County of lake Curtis lee, P.G., Florida District Manager and says that: being first duly sworn, deposes (1) He/she is the (Owner, Partner, Officer, Representative or Agent) of the Bidder that has submitted the attached Bid; (2) He/she is fully infonned respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; (3) Such Bid is genuine and is not a collusive or sham Bid; . (4) Neither the said bidder nor any of its officers, partners, owners, agents, representatives, employees or parties in interest, including this affiant, have in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, finn, or person to submit a collusive or sham Bid in connection with the Work for which the attached Bid has been submitted; or to refrain from bidding in connection with such Work; or have in any manner, directly or indirectly, sought by a!:,'Teement or collusion, or communication, or conference with any Bidder, finn, or person to fix the price or prices in the attached Bid or of any other Bidder, or to fix any overhead, profit, or cost elements of the Bid price or the Bid price of any other Bidder, or to secure through any collusion. conspiracy, connivance, or unlawful agreement any advantage against the City of Sunny Isles Beach, Florida, or any person interested in the proposed Work; (5) The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance, or unlawful agreement on the part of the Bidder or any other of its re ts, represe[ tatives, owners, employees or parties in interest, including this Affiant. Curtis lee, P.G., Florida District Manager (Printed or Typed Legal Name of Affiant) State of 5L County of (J~I)C)-^- Sworn to and subscribed before me this 0> I day of Auq l)~ +- , 2007 by Llc(S\-L ~. Notary Seal: ~<iJoU{f~ GA YLE M COSTANZA ~ ~ '" MY COMMISSION # 00534628 "qOF""tl~ EXPIRES: Mar. 30. 2010 (407) 398.(l153 Florida NotaJy SllIVice.com Personally Known: ~ or Produced Identification Identification Produced .