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Home My WebLink AboutItem VI (A) Consultant Selection Committee - Geotechnical Engineering and Testing Services AGENDA 11-2-93 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item V I A OCO@@ s•swi i VANutxuturi 61/4/0004309\ � \ ° CITY OF OCOEE COMMISSIONERS .�. r D. 150 N.LAKESHORE DRIVE PAUL W.FOSTER v O OCOEE,FLORIDA 34761 VERN COMBS Cry ;:f.,. `�C! (407)656-2322 SAM WOODSON `�'� OF GOO:*��, MANAGER ELLJLLIS SHAPIRO MEMORANDUM DATE: October 22, 1993 TO: The Honorable Mayor and Board of City Commissioners FROM: Montye E. Beamer, Director 77-) Administrative Services SUBJECT: Consultant Selection Committee Geotechnical Engineering and Testing Services On Thursday, October 21, 1993, expressions of interest were received from six firms interested in performing under a continuing contract for geotechnical engineering and testing services. It is now necessary to establish a committee to examine these submittals in order to rank the firms and make a recommendation to the City Commission. It is respectfully recommended that the committee consist of the City Engineer, Director of Administrative Services, and the Mayor. Ken Hooper from Professional Engineering Consultants will be staff to the committee and sit as a non-voting member. A motion is requested to either accept or modify this committee structure. MEB/jbw LJNodarse Associates,Inc. ill & Expression of Interest _ . , -44 tip— 1d'a;.;e- , fi _ , ms_.: - '" + b,' `� �� Welcome to the Center of Good Living City of Ocoee Proposal for Geotechnical Engineering and 444 .. �� .'� TestingServices uw ilit \ ow i up 1040 TR 11 Geotechnical, Environmental (be & Materials Engineers October 18, 1993 TO: CITY OF OCOEE Ocoee City Hall 150 N. Lakeshore Drive Ocoee, Florida 34761 ATTN: Ms. Montye Beamer and the City of Ocoee Board of City Commissioners RE: Expression of Interest for Geotechnical Engineering and Testing Services Dear Ms. Beametir.,and Board of City Commissioners: L.J. Nodarse&Associates, Inc. is pleased to respond to the City of Ocoee's request for Expressions of Interest regarding Geotechnical Engineering and Testing•Se~rviceas. Cie Our firm has extensive expecience as a geotechnical engineering and construction materials testing consultant to governmental entities and private clients. Currently, we have continuing Geotechnical Engineering and/or Construction Matetials`Testing contracts with the City of Mt. Dora,City of Oviedo, City of Casselb ;the Osceola County Public We&s Department, the University of Central Florida, and the Florida Department of Transportation District S. L.J. Nodarse & Associates, Inc., located in Winter Park, Florida, was founded in 1991 by Leila Jannmal Nodarse, P.E. as a full service geotechnical, hydrogeotechnical, environmental and construction materials testing engineering firm. Today L.J. Nodarse & Associatet employs over 30 skilled ' Felontlid who together have successfully completed more than 4,000 projects of varix size and complexity. The majority of,these projects have been located in Central Florida. Throughout 1993, we have.bee particularly pleased to panicipatc in the exciting growth within the.City of Ocoee. To date we have,provided geotechnical cOnsulthig. services for Ocoee City Halt, which included f+ ation'design itaiminetiadons,`end will also be providing construction materials testing services throughcit"the construction phase of this project:; W die past 30 days, we have also c a weer Monitor Plan for hhe Ciey: of Ocoee for the dedicated sludgenD. A , � �`''o Mims Road. �t 807 South Orlando Avenue•Suite A•Winter Park,Florida 32789•Telephone 407.740.6110♦Facsimile 407.740.6112 _2- (irre Another near future project we are looking forward to participating in is the proposed expansion to the Ocoee Youth Center. LIN will be providing a subsurface exploration and geotechnical engineering evaluation. In addition to our "hands-on" familiarity with the immediate subsurface geophysical characteristics of the area encompassing the City of Ocoee, we believe that L.J. Nodarse & Associates offers the following advantages; 1) Experienced engineers and technicians who have extensive knowledge of subsurface conditions within Orange County. 2) An excellent reputation with local municipalities and regulatory agencies including the Department of Environmental Protection,the St.Johns.River Water Management District and the South Florida Water Management District. 3) A local corporate office that will provide expeditious communication between our staff and City of Ocoee personnel during and after completion of projects. taw 4) A wealth of soil boring data from studies performed within Orange County over the last decade, which allows us to anticipate soils and groundwater conditions at your project sites. 5) L.J. Nodarse & Associates is a certified Minority Business Enterprise (MBE)with the State of Florida Department of Management Services,and a Disadvantaged Business Enterprise(DBE)with the Florida Department of Transportation as well as municipalities and counties throughout Florida. We are confident of our abilities to provide the services required under this continuing contract and would very much appreciate the opportunity to interview with City personnel to present our professional qualifications, investigative capabilities and technical expertise. Thank you for your consideration. Sincerely, - L.J. IODARSE & ASSOCIATES, INC. i Ad/ „ # .1 Nodarse, P.E. Sandra R. Winkler i% Marketing Director TABLE OAF CONTENTS 1 . Identification of Proposer 2 . Professional Qualifications 3. Past Performance in Similar Projects 4. Current and Near Future Workload 5. Location of Firm 6. Professional Liability Statement 7. Conflict of Interest Form �- 8. Public Entity Crimes Form 9. Financial Statement 10. Additional Data L Welcome to the City of Ocoee ',00 The Center of Good Living -�� L . J . NODARSE & ASSOCIATES , INC . + Federal Taxpayer ID Number : 59-3036122 Lw • 807 S . Orlando , Avenue , + Suite A + Orlando , Florida 32789 (ipe I. PROFESSIONAL QUALIFICATIONS L.J. Nodarse & Associates, Inc. was established in 1991 by Leila Jammal Nodarse, P.E. as a full service geotechnical, hydrogeotechnical, environmental and construction materials testing engineering firm. Based in Winter Park, Florida, the Firm consults to municipalities, engineers, owners, architects and contractors throughout Florida. Many Individuals within the Firm have successfully completed thousands of projects of varying size and complexity. Many of these are large, more than 1,000 acre developments which required a wide range of professional services; effluent disposal studies and stormwater design assistance, multi-storied structures which required evaluation of various foundation alternatives and construction materials testing; and Level I and II Environmental Assessment projects. Notable examples include: • • Ocoee City Hall • Groundwater Monitoring Plan - City of Ocoee • Monitor Well Inventory/Insatailtion/Abandonment- City of Mt. Dora • Lincoln Avenue Transfer Station- City of Mt. Dora • Pine Hills Landfill Closure • Orlando City Hall • Orange County Convention Center Phase III & IV • Good Homes Plaza Shopping Center (00 • Albertson's Shopping Center - City of Ocoee • MetroWest • Avalon DRI/ADI • Hunters Creek • Florida Hospital Patient Tower • Orlando Regional Medical Center • AAA at Heathrow • Citrus Bowl Expansion • Automated Guideway Transit, Landside and Airside Terminal Expansions- Orlando International Airport • Orange County Landfill Laboratory Facility - Orange County Public Utilities In addition, individuals of our Firm have provided geotechnical engineering services for numerous FDOT and municipal roadway projects,including the Western Beltway - Part A & U.S. 441, Florida Turnpike Northern Extension, Seminole County Expressway bridges over Lake Jesup (1.5 miles), I-4 widening from SR 434 to Lake Mary,and I-4 & SR 434 bridge replacement. (11, -2- GOALS AND OBJECTIVES L.J. Nodarse & Associates, Inc. overall goals and objectives are to provide highly specialized services within the professional engineering practices by incorporating our local knowledge and experience of subsurface conditions. We are solution oriented! Our mission is to collect and evaluate subsurface soil data to form a basis for sound and practical geotechnical engineering services while minimizing the risks associated with underground conditions. As a result of our professional staff's project experience and direct involvement in the community, we can provide our clients with responsive project management, resulting in cost-effective, technically sound solutions to their geotechnical engineering projects. PROFESSIONAL SERVICES The professional services offered by L.J. Nodarse & Associates, Inc. are in a highly specialized segment of the professional eningeering practice. Within that segment, we provide a broad base of investigative, testing and engineering services. (be Geotechnical Engineering • Site Suitability Studies • Roadway/Transportation Studies • Foundation Studies • Sinkhole Evaluation/Remediation • Borrow Material Evaluation and Permitting • Landfill Studies Hydrogeotechnical Engineering • Stormwater Deisign Assistance • Aquifer Performance Modeling • Groundwater Flow Monitoring • Wastewater Disposal • Groundwater Seepage and Hydrogeology • Computer Modeling • Monitor Well Installation and Abandonment -3- Materials Engineering & Testing • Foundations and Soils • Building Construction Testing • Pavement Design and Testing • Soils Classification Analysis • Corrosion Testing • Threshold Inspection • Concrete and Steel • Asphalt Extraction/Gradation Environmental Services • Level I Environmental Surveys • Level II Environmental Surveys • Soil and Groundwater Contamination Assessment • Remedial Design for Soil and Groundwater Contamination Cleanup • Installation and Operation of Remedial Systems ghoi • Industrial Environmental Audits • Ambient Air Quality Permitting and Modeling • Regulatory Interface and Permitting FIELD INVESTIGATION & LABORATORY SERVICES In order to meet strict Client deadlines for any drilling services, L.J. Nodarse & Associates recently purchased a new CME 45 Truck-mounted drilling rig. In addition, the Firm has developed a working relationship with serveral large drilling contractors in the area. This arrangement allows us access to a larger quantity of subsurface investigative equipment than would be available by any single firm. Our full service soil and construction materials laboratory occupies nearly 2,000 square feet of area. All equipment in our laboratory has been recently calibrated by an independent contractor, performed in accordance with ASTM standards. In addition, within the past 30 days our laboratory has been inspected by the Florida Department of Transportation IID team. (ro -4- QUALIFICATIONS The measure of an organization's ability to provide the services required for this Engineering Services continuing contract is the past experience of its staff in dealing with similar projects. The projects listed in the attached resumes show that individuals within the Firm have the experience necessary for this contract. The successful completion of a wide range of projects including foundation studies, groundwater table evaluation, muck surveys, organic evaluation, sinkhole assessment and remediation, soil and concrete testing, and roadway investigation and pavement design are all areas of expertise which our Firm provides and which may be required for future projects within the City of Ocoee. COMMITMENT We believe in service. This service requires continuous feedback on the status of your projects. We continually put ourselves in the place of our Client and understand the time and cost constraints which exist for every project. We continually strive to improve our Coof efficiency without sacrificing engineering excellence and design. The employees at L.J. Nodarse & Associates, Inc. work as a team. We are committed to each other and to providing the highest level of service and engineering expertise to you. Our foundation is built on the talent, expertise and dedication of a motivated team of professionals. MANAGEMENT PLAN L.J. Nodarse & Associates, Inc intends to provide its services in a manner which promotes the smoothest route of communication and cost effectiveness to the City of Ocoee. For this reason, we propose to establish a liaison between the city and ourselves. The liaison will be responsible for coordination of projects and work tasks between the City of Ocoee and L.J. Nodarse's professional staff to assure immediate response to each request. Leila Jammal Nodarse, P.E. will serve as this liaison and principal-in-charge. Mr. Michael J. Preim, P.E,, Manager of Geotechnical and CMT Services will act as Project Manager for each project. Mr. Preim has over 20 years of experience with geotechnical engineering projects throughout the state and predominately in Central Florida. Mr. Daniel C. Stanfill, P.E. and Mr. Douglas W. Baker, E.I., will provide senior geotechnical engineering services for select projects. Ms. Annette E. Gutierrez, M.E., Mr. Michael J. Horst, E.I., and Mr. Khaled Hussein, E.I., may also provide geotechnical engineering services for various projects. Ms. Susan Woodbery and Mr. David Twedell, Environmental Engineers, will provide Senior Project Environmental (be -5- Services related to the removal of underground storage tanks and assessments of contamination. Mr. Devo Seereeram, Ph.D. and Mr. Robert Oros, P.G., will provide senior geotechnical and hydrogeotechnical engineering services when applicable. Mr. Jack Tavenner, Manager of the Soils and Construction Materials Testing laboratory, and Mr. Denis Worthington, Technician Coordinator, will be key points of contact for soils and construction materials inspections, sampling and testing. Mr. Tavenner has more than 23 years of experience in field investigation, CMT inspection, and soils and construction materials laboratory testing methods. Prior to joining L. J. Nodarse, Mr. Tavenner served in a construction management capacity for projects such as EPCOT Center and the Citrus Bowl expansion. Mr. Denis Worthington is a Senior Technician and responsible for scheduling of technicians in the field. Lead technicians for each project will be the most experienced and additional personnel will be selected for their past experience on similar projects. i 0 i _c a a a 0o N Z � � 0 o O o 40 _^ moo .o cc t/! 0=N w IL i .j 12 a) c'To U o Z _ r O I o a w , a a G _I Ili a MI 11E1J .E o C o o F c i •• as .0 o n m oE a c `e co ..,z /_... .„ w € . , N O W e _. W N o0 ,..... �, w o W C W-C - W O C O O W O a L Y Is W ` c m C d o -N = UO 0 to N to j IA w O "� C O m 0 =W = W C7 W / ) lL O (� O O O U 0 U v, o ora` o o d O a m .....ei-- ^` U � U a1 `o_ °c_ o UO r ° co W .o > cca am` 2a` 1a` ¢ a` "11111114111% •11• 1 U 0 - oCOW N ,.. ,. .„, N Z d> O w2 0 a � O E O ` y � O m dEF d U C os� � U o2 a1 o a Q l6 N •O cn CC 0 • ',. r, -p o 'C = co 0 0 Ci tea/` -;1 ..._ W CC . T C C) O O O c 0 C O Ti)W 0 01 ` 0 W O O O YJ O C O c O` CC ` F— CO O cO .O o 01C ,0 C UIli ot cs . ... y W . O O 0 0 O O c - C F co 1- V H O o O 0tn2 I I 1 Geotechnical, Environmental 8. Materials Engineers LEILA JAMMAL NODARSE, P.E. President L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Geotechnical Engineering • Land Development • Construction Materials Testing and Inspection • Contamination Assessments • Water Resources • Sinkhole Investigation and Remediation EDUCATION: B.S.C.E. Civil Engineering, University of Central Florida, 1982 Graduate Studies, University of Central Florida, Geotechnical Engineering and Water Resources Graduate Studies, Business Administration, Roy E. Crummer School of Business at Rollins College PROFESSIONAL REGISTRATION: Registered Professional Engineer, Florida #38675, 1986 REPRESENTATIVE PROJECT EXPERIENCE: Ms. Nodarse is president of L.J. Nodarse & Associates, Inc. Prior to founding the firm, she was a Division Manager of Hydrogeological Services for Professional Service Industries/Jammal Division. Ms. Nodarse's 13 years of experience includes Project Management and Project Engineer responsibilities for numerous diverse projects throughout the State of Florida. Ms. Nodarse is considered an expert for professional consultations and testimony related to hydrogeotechnical engineering, sinkhole subsidence and remediation. Her related project experience includes • Numerous large land development projects which required an Application for Development Approval (ADA/DRI) • Avalon 9,500 acres, Orange County • Walker Ranch 10,000 acres, Osceola and Polk Countries • Heathrow Town Centre, 100 acre regional mall, Seminole County • Green Point 200 acre Golf Resort Community, Franklin County 807 South Orlando Avenue♦Suite A•Winter Park. Florida 32789•Telephone 407.740.6110♦Facsimile 407.740.6112 • Fall Chase Theme Park, Orange County • Lindfields 500 acre Residential Community, Osceola County • Central Business District, Altamonte Springs, Seminole County • Oak Hill Estates, Polk County • Sugarloaf Mountain, Lake County Foundation Engineering for more than 2000 low, mid and high rise buildings including • Florida Hospital eight story Patient Tower, Winter Park • Multiple Buildings two or eight stories, Orlando Regional Medical Center City of Orlando • Multiple Buildings, one to five stories, Maitland Center • 21 Story Motel, Caravan Court and Major Boulevard • Multiple Buildings one to five stories, University of Central Florida, Orlando • 50+ Hardee's Restaurant sites throughout State of Florida Numerous roadway projects including: • Beresford Road, Volusia County • Oakridge Road Improvements, City of Orlando • Clyde Morris Boulevard Extension, Volusia County • Boggy Creek Road Extension, Orange County Hydrogeological engineering services for more than 2,000 projects requiring septic tank drainfields, stormwater retention, interior roadways: • Lake Ream Subdivision, Orange County • Heathrow West, Seminole County • Eagles Landing, Seminole County • Many Tuscawilla Tracts, Seminole County • Meadow Woods, Villages 3 through 9, Osceola County • Hunters Creek, Orange County • MetroWest, Orange County • Waterford Lakes, (formerly Huckleberry), Orange County Senior Project Engineer or Project Manager for Level I and II Environmental Site Assessments including: • 50 parcels, Major Realty Holdings - Orange County/Hillsborough County • Nabisco Distribution Facility, Jacksonville Airport • Daniel Medical Building, City of Winter Park • Albertson's-Mitchell Hammock Shopping Center, Seminole County • 50+ Hardee's sites, State of Florida/Illinois • Tuscawilla P.U.D., Seminole County • Numerous ABC Liquor Sites, State of Florida • Aloma Shopping Center, Orange County • Cinnamon Cover Apartments, Hillsborough County • Shader Warehouse Facility, Orange County -2- PROFESSIONAL AFFILIATIONS: Florida Engineering Society - Public Relations Chairman, 1988, Scholarship Chairman, 1989 American Society of Civil Engineers American Institute of Architects - Affiliate Director, 1987 National Associates of Industrial and Office Parks Orlando Science Center - Trustee Member, 1989 - 1991 Volusia County Association for Responsible Development Orange County Land Development Advisory Board, 1991 HONORS AND AWARDS: Who's Who - American Women, 1986 Young Engineer of the Year Award - Central Florida, 1988 Up and Corner Award - Price Waterhouse and Orlando Business Journal, 1990 L -3- Geotechnical, Environmental 8. Materials (se Engineers MICHAEL J. PREIM, P.E. Manager, Geotechnical Services L.J. NODARSE At ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Geotechnical Engineering • Land Development • Deep Foundation Evaluations • Dike Design & Construction • Land Reclamation EDUCATION: B.S. Civil Engineering, University of Illinois, Chicago PROFESSIONAL REGISTRATION: Registered Professional Engineer, Florida #24041 Registered Illinois Surveyor-in-Training Certificate No. 28-89 PROFESSIONAL EXPERIENCE: Mr. Preim has over 20 years experience involving geotechnical engineering investigations in Florida. His background includes design and implementation of related geotechnical and civil works projects, drilling operations and design of storm and sanitary sewer systems. He also has experience in the phosphate industry which included the design and construction of large earth dams and in reclamation of mined lands. Mr. Preim is considered an expert for professional consultations and testimony related to geotechnical engineering. REPRESENTATIVE PROJECT EXPERIENCE: Orlando City Hall, Orlando, Florida Subsurface exploration and foundation design recommendations for 235,000 sq. ft., $32.5 million, 9-story structure. Client: Lincoln Property Company Disney Office Building, Lake Buena Vista, Florida Geotechnical engineering recommendations for the 4-story office building to include 2 office wings with circular atrium and adjacent parking areas. Client: Disney Development Company L 807 South Orlando Avenue•Suite A♦Winter Park, Florida 32789•Telephone 407 740.6110♦Facsimile 407 740.6112 REPRESENTATIVE PROJECT EXPERIENCE: (continued) Page -2- L AAA (American Automobile Association), Heathrow, Florida Subsurface exploration and geotechnical engineering evaluation for the$50 million, 3-story Headquarters office structure at Heathrow International Business Park. Client: Oliver T. Carr Maitland Summit Tower, Maitland, Florida Subsurface exploration and geotechnical engineering evaluation for the 14-story office building and 4-level parking garage. Client: Trammell Crow Company Gateway Center, Orlando, Florida Geotechnical engineering evaluation and recommendations, environmental study and exfiltration trench design for the 16-story, 240,000 sq. ft. office complex and 5-level parking garage. Client: Travelers Insurance Company USPS General Mail Facility, Seminole County, Florida Subsurface exploration and hydrogeologic conditions for the 320,000 sq. ft., single-story, 47-acre, $35,000,000 facility. Client: United States Postal Service MetroWest-Phase I, Orlando, Florida Geotechnical engineering evaluation and recommendations, stormwater retention pond investigation for the 86,800 sq. ft. business center. Client: Hager, Smith and Huffman Group Pickett Suite Inn at LeeVista Center, Orlando, Florida Geotechnical engineering surcharge monitoring, construction materials testing and inspection for the $12 million, 3-story, 46,700 sq. ft. hotel on 25-acres. Client: Pickett/Callentine Development Company Orlando International Airport, Orlando, Florida Geotechnical engineer for subsurface exploration and geotechnical engineering evaluation for Landside Terminal Expansion and new Airside Building. Client: KBJ Architects Orlando International Airport, Orlando, Florida Subsurface exploration and geotechnical engineering evaluation for AGT System (Automated Guideway Transit). Client: Consoer, Townsend & Associates/Westinghouse L REPRESENTATIVE PROJECT EXPERIENCE: (continued) Page -3- Northpoint, Lake Mary, Florida Geotechnical engineering and hydrogeologic investigations for 157-acre site, 2,000,000 sq. ft. of planned office and light industrial. Client: Shell Oil Company Real Estate Investment Group Lake Mary Shopping Center, Lake Mary, Florida Subsurface exploration and geotechnical engineering recommendations and construction materials testing and inspection. The shopping center is located on 47.3-acres, 152,222 sq. ft. Client: Chandler Development Crossroad Retail Center, Lake Buena Vista, Florida Subsurface exploration and geotechnical engineering recommendations for single-story multi-use commercial center. Client: Disney Development Company Clarcona Horsemans Park, Clarcona, Florida Subsurface exploration and drainage recommendations for expansion of a horseshow and exhibition facility. Services included design of the drainage characteristics of the show room surfaces. Client: Orange County Recreation Department L Geotechnical, Environmental DANIEL C. STANFILL, P.E. &n Materials Senior Geotechnical Engineer Engineers L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Geotechnical Engineering • Foundation Design • Pile Capacity Design • Retaining Wall Design • Slope Stability Studies • Stormwater Volume Recovery Analysis EDUCATION: Bachelor of Science, Business Administration, University of Florida 1980 B.S.C.E. Civil Engineering, University of Florida 1984 PROFESSIONAL REGISTRATION: Registered Professional Engineer, Florida #42763 PROFESSIONAL EXPERIENCE: Mr. Stanfill has served as project engineer and has been involved in numerous geotechnical engineering studies for the Florida Turnpike and roadway widening programs in several counties as well as other multi-lane reconstruction and upgrading programs. Mr. Stanfill is considered an expert for professional consultation and testimony related to geotechnical engineering. REPRESENTATIVE PROJECT EXPERIENCE: Northern Extension-Florida Turnpike. Orange County, Florida Preliminary geotechnical engineering evaluation for 40-mile extension from Wildwood to Lebanon Station. Client: DeLeuw, Cather/FDOT Eastern Beltway, Osceola County, Florida Geotechnical engineering investigations for Southern Connector, 8-mile section of the Eastern Beltway to intersect with the Turnpike. Client: Post, Buckley, Schuh & Jernigan/Orlando-Orange County Expressway Authority Lake Jesup Bridge, Seminole County, Florida Geotechnical engineering study for bridge crossing at the Seminole County Expressway, bridge is 1.5 miles long and includes 89 bents. Client: DSA Group, Inc./Seminole County Expressway Authority L 807 South Orlando Avenue♦Suite A•Winter Park, Florida 32789•Telephone 407.740.6110♦Facsimile 407 740.6112 REPRESENTATIVE PROJECT EXPERIENCE (continued) Page-2- L Western Beltway-Part A & U.S. 441, Orlando, Florida Geotechnical study which included 10 bridges, retained earth walls, embankments as high as 60 ft., and 9 stormwater retention ponds. Client: Kimley-Horn/OOCEA S.R. 436 Widening, Orlando, Florida Geotechnical investigation for S.R. 436 widening from S.R. 50 to University Boulevard. Project is scheduled to be widening from 4 to 6-lanes, approximately 3-miles in length. Client: GAI Consultants-Southeast/FDOT S.R. 5A (Nova Road), Volusia County, Florida Geotechnical services for widening and improvements to S.R. 5A between Herbert Street and Beville Road (S.R. 400). The alignment reconstruction and upgrading for the multi- lane project is approximately 2.9-miles in length. Client: Bessent Hammack & Ruckman/FDOT S.R. 15 (Conway Road), Orlando, Florida Subsurface exploration and geotechnical engineering evaluation for existing 2-lane roadway, scheduled to be widened to 4-lanes. Project is 3.3-miles in length between Hoffner Road and Curry Ford Drive. Client: Lochrane Engineering/FDOT Lake Mary Boulevard, Lake Mary, Florida Subsurface exploration and geotechnical engineering evaluation for 2-mile roadway design and widening project, from CR-15 to 17-92. Client: Reynolds, Smith & Hills/Seminole County C.R. 4050 (Orange Avenue), Volusia County, Florida Subsurface exploration and geotechnical engineering for Orange Avenue Relief Bridge widening program, 150 ft., 2-lane program including pile capacity calculations for replacement bridge and roadway investigations for approaches. Client: Metric Engineering/FDOT S.R. 520 Relief Channel Bridge, Brevard County, Florida Subsurface exploration of existing 2-lane bridges (approximately 195 ft. in length) and foundation design recommendations for the widening of S.R. 520 in Merritt Island. Client: Bowyer-Singleton & Associates/FDOT. S.R. 520 Sykes Creek to Banana River, Brevard County, Florida Geotechnical engineering evaluation from Sykes Creek to Banana River relief channel bridge. Client: GAI Consultants-Southeast/FDOT REPRESENTATIVE PROJECT EXPERIENCE: (continued) Eastern Beltway-Section 6, Orange County, Florida Geotechnical engineering evaluation for new expressway from Narcoossee Road to the Bee Line Expressway. Project is about 3.6-miles in length and includes 7 bridges. Client: Dyer, Riddle, Mills & Precourt/OOCEA Central Connector, Orlando, Florida Preliminary and final study for Orlando-Orange County Expressway Authority Central Connector study. preliminary geotechnical exploration included evaluation of problematic soil conditions along alternative expressway alignments for use in project planning and preliminary bridge foundation design recommendations at proposed structure locations. Client: DeLeuw, Cather/Barton Aschman & Associates PROFESSIONAL AFFILIATIONS: American Society of Civil Engineers - Central Florida Chapter President, 1994 Florida Engineering Society L L Geotechnical, Environmental & Materials Engineers DOUGLAS W. BAKER, E.I. Project Engineer L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Geotechnical Engineering • Environmental Evaluations EDUCATION: Bachelor of Science, 1988, Civil Engineering University of South Florida PROFESSIONAL REGISTRATION: Registered Engineer Intern, State of Florida #1087ET352 PROFESSIONAL EXPERIENCE: Mr. Baker has served as project engineer on various environmental and geotechnical projects. His responsibilities include scope development and cost negotiations, project management and report preparation. PROFESSIONAL AFFILIATIONS: American Society of Civil Engineers, YMF - Secretary, 1990-92 Chi Epsilon, Civil Engineering Honor Society - President, 1988-89 Tau Beta Pi, Engineering Honor Society REPRESENTATIVE PROJECT EXPERIENCE: Lake Jesup Bridge, Seminole County, Florida Geotechnical engineering study for bridge crossing at the Seminole County Expressway, • Twin Bridges 1.5 miles long and includes 89 bents. Eastern Beltway Design Section No. 453, Orange County, Florida Geotechnical engineering study for 3.2 miles of roadway including 8 bridges, retained earthwalls, box culverts, embankments as high as 25 feet and 6 stormwater ponds. Eastern Beltway Design Section No. 454, Orange County, Florida Geotechnical engineering study for 2.3 miles of roadway including 10 bridges, retained earthwalls, access and box culverts, embankments as high as 30 feet, 8 stormwater ponds, and preliminary study for 6 additional bridges for OIA access road and beltway interchange. L 807 South Orlando Avenue♦ Suite A•Winter Park. Florida 32789•Telephone 407.740.6110•Facsimile 407.740.6112 REPRESENTATIVE PROJECT EXPERIENCE: (continued) L Dart Boulevard Westerly Extension, Osceola County, Florida Geotechnical engineering study for 5 miles of roadway between S.R. 535 and Bermuda Avenue, including two 1200 ft. long bridges, 6 box culverts and 8 stormwater ponds. U.S 27 Widening, Marion County, Florida Geotechnical investigation for U.S. 27 from I-75 to C.R. 326. Project is scheduled to be widened from 2 to 4 lanes, 7 miles in length. I-95 Overpass Bridge Widening Project, Brevard County, Florida Geotechnical engineering evaluation for 11 bridge structure widenings including S.R. 524, S.R. 50, S.R. 406, S.R. 46, Aurantia Road and S.R. 9. Good Homes Plaza Shopping Center, Orange County, Florida Geotechnical engineering evaluation of 300,000 sq. ft. retail strip plaza including foundation, pavement, and retained earthwall design. GG Products Facility Expansion, Plymouth, Florida Expansion and renovation for 180,000 sq. ft. industrial facility providing geotechnical engineering evaluation for foundation, sheet pile and chemical grouting design. fibir Development Projects include: Orlando Central Park Building No. 8, North Orlando Mall, Airport Industrial Park Orlando Building Nos. 5, 9, 11 and 12, Kissimmee Manufacturers Mall, Ringhaver Service Center, Fairfield Inn, Airport Commerce Center, Metrowest Lots 4, 5 and Tract 24, Barnett Bank Expansions. Residential Development and DRI's include: Westhills (DRI), Grenelefe (DRI), Formosa Gardens Phase II, Tivoli Woods, Sabal Point Tract J, Woldunn Estates, Green Wood Lakes, Spring Village, Bradford Cove, Weston Woods, 600 acre Poncan Road Development, Alaqua Lots 15, 20, 31. Environmental Phase I Site Assessments include: John Young Parkway Shopping Center, Anco Galaxy Cheese Factory at Orlando Central Park, 3 Story Building @ 50 West Colonial, General Repair Service Center, Valencia Community College East Campus Expansion, Rooms To Go. L Geotechnical, Environmental & Materials Engineers MICHAEL J. HORST, E.I. Project Engineer L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERIENCE: • Geotechnical Engineering EDUCATION: B.S.C.E. Civil Engineering, University of Central Florida, 1993 PROFESSIONAL REGISTRATION: Registered Engineer Intern, Florida # 1092ET203 PROFESSIONAL AFFILIATIONS: American Society of Civil Engineers REPRESENTATIVE PROJECT EXPERIENCE: (ir I-75 Improvements, Marion County, Florida Project Engineer for geotechnical investigation for roadway widening and drainage improvements of I-75 from SR 200 to US 27 I4 Widening, Seminole County , Florida Project Engineer for widening of I-4 from SR 434 to Lake Mary Boulevard US 192 Improvements, Orange, Osceola Counties, Florida Project Engineer for widening 2 mile section of US 192 US 17 Widening, Charlotte County, Florida Geotechnical investigation for roadway widening of US 17 from CR 764 to Desoto County line Discount Auto Parts, Orange Park, Florida Geotechnical investigation for building foundation, pavement design and stormwater pond analysis Discount Auto Parts, West Palm Beach, Florida Geotechnical investigations for building foundation, pavement design and stormwater analysis L 807 South Orlando Avenue♦Suite A♦Winter Park, Florida 32789 ♦Telephone 407.740.6110♦Facsimile 407.740.6112 Geotechnical, Environmental & Materials Engineers ANNETTE E. GUTIERREZ Project Engineer L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Mechanical Engineering • Quality Control • Construction Inspection • Nuclear Density Licensed • ACI Level I Certified • AutoCAD EDUCATION: B.S.M.E., Mechanical Engineering, University of Alabama, 1988 PROFESSIONAL REGISTRATION: PROFESSIONAL EXPERIENCE: Ms. Gutierrez has extensive experience in quality control and inspection of construction materials, techniques and operations. Gutierrez has served as an Engineering Supervisor and Quality Control Inspector in Subic Bay, Philippines, where she was responsible for conducting phase and final inspections on new structures, water drainage systems and treatment plants. Prior to joining L.J. Nodarse & Associates, Gutierrez served as an Engineer Technician III for the Florida Department of Transportation (FDOT), District 3. In her position with FDOT. Gutierrez inspected construction operations, materials and techniques; recorded and controlled utilization of construction pay items at project locations; performed soil density and concrete field tests; and evaluated and plotted cross-section profiles. She was a member of the FDOT Quality Improvement Team. Gutierrez has also researched, built and tested a therapeutic mechanical instrument designed to empower arthritic hands with needlecraft capabilities. FOREIGN LANGUAGE: • Spanish PROFESSIONAL AFFILIATIONS: • American Society of Civil Engineers L 807 South Orlando Avenue•Suite A•Winter Pork. Florida 32789 •Telephone 407.740.6110•Facsimile 407.740.61 2 Geotechnical, Environmental 8. Materials Engineers KHALED H. HUSSEIN, E.I. Project Engineer L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Geotechnical Engineering EDUCATION: B.S.C.E. Civil Engineering, University of Central Florida, 1992 M.E. Geotechnical Engineering, University of Florida, 1993 PROFESSIONAL REGISTRATION: Registered Engineer Intern, Florida #492ET065 PROFESSIONAL AFFILIATIONS: American Society of Civil Engineers PROFESSIONAL EXPERIENCE/COMPUTER EXPERTISE: Mr. Hussein has extensive comprehensive knowledge of numerous engineering computer L software programs including: • Pile Dynamic Analysis: PDA, CAPWAP and GRLWEAP • Slope Stability Analysis and Retaining Walls: COULOMB, WALLS, PCSTABLE6, CTWALL. SPW911, TENSOR and RECO • Foundations: SHALLOW, SHAFTUF, SEEPAGE, SEEPNP During Mr. Hussein's Masters Program, he was a tutor for the College of Engineering at the University of Florida, Gainesville. MASTER'S THESIS: Time Effects of Pile Driving on Soil Parameters, Capacity, Damping and Quake. A data base of 20 piles was developed and dynamic analysis (PDA and CAPWAP) were performed for each pile both at the end of driving and restriking in an attempt to determine the change in soil parameters with time. Conclusion: The results of the analysis showed that 96% of cases studied increased in capacity. Ninety percent of this increase occurred along the skin friction. All cases showed an increase in damping along the skin and the amount of increase was dependent on the waiting period after driving. Toe quake, for all cases, decreased with time and was related to pile size and increase in soil stiffness. L 807 South Orlando Avenue♦Suite A♦Winter Park, Florida 32789 ♦Telephone 407.740.6110•Facsimile 407.740.61 12 Geotechnical, Environmental & Materials (kwEngineers DEVO SEEREERAM, Ph.D. Senior Project Engineer L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Geotechnical and Hydrogeological Investigations • Foundation Studies • RIB Systems • Groundwater Modeling • Construction Materials Testing and Inspection • Land Development • Sinkhole Investigation and Remediation • Landfill Investigations • Water Resources Evaluation EDUCATION: Ph.D. Geotechnical Engineering, University of Florida, 1986 M.S. Civil Engineering, University of Florida, 1983 B.S.C.E. (High Honors) University of Florida, 1982 PROFESSIONAL EXPERIENCE: 11/91-Present Engineering Consultant, L.J. Nodarse & Associates, Inc. Winter Park, Florida Providing engineering consulting services in geotechnical and hydrogeological engineering. 01/91-10/91 Senior Project Manager, Jammal & Associates, a division of Professional Service Industries, Inc. Winter Park, Florida Technical manager of groundwater resources group involved in modeling hydrogeologic system (see Representative Project Experience) 11/89-12/90 Senior Project Engineer, Michael D. Sims & Associates, Inc. Development, implementation and application of computer and analytical groundwater models on a macro and micro scale for effluent disposal and large scale hydrogeologic simulations. Foundation investigations and analyses (incl. conventional foundation analysis, geogrid-stayed structures, deep foundations, stability analyses). 807 South Orlando Avenue♦Suite A♦Winter Park, Florida 32789 ♦Telephone 407.740.6110•Facsimile 407.740.6112 05/86-11/86 Assistant Project Engineer, Michael D. Sims & Associates, Inc. Concentration on geotechnical-related work and modeling the land application of treated effluent and solute transport using fully three-dimensional finite difference techniques. RESEARCH: Research Assistant, University of Florida. 03/86-05/86 Engineering Mechanics, Dr. Daniel C. Drucker, Department of Engineering Sciences. Research and development of a novel elastic-plastic theory with emphasis on its applications to geo- materials. 05/84-02/86 Geotechnical Engineering, Dept of Civil Engineering. Doctoral research on the development of a generalized phenomenological plasticity theory which has the capabilities to simulate the response on granular media under static and cyclic loads. 01/84-05/84 Engineering Mechanics, Dr. L. Malvern, Department of Engineering Sciences. Special studies on the preparation of micro- concrete specimens for dynamic testing. 01/83-12/83 Geotechnical Engineering, Dept of Civil Engineering. Master's research on the development of a finite element routine to execute incremental elasto- plastic analysis of axi-symmetric solids. Applied to predicting expansion of a cylindrical cavity in granular media and correlating to measured pressuremeter data. 05/82/12/82 Construction Engineering and Management, Department of Civil Engineering. Development of an engineering-econometric model to forecast long-term trends in highway construction prices for the State of Florida. 10/81-04/82 Undergraduate "High Honors Project," Research in Geotechnical Engineering, Drs. Frank Townsend and David Bloomquist, Dept of Civil Engineering. Focus on comparing consolidation testing under increased acceleration fields with similar tests in a standard oedometer. L CONSTRUCTION: 09/89-10/89 Construction Management Consultant, B & D Construction, Ltd. St. Lucia, West Indies. 11/86-08/89 Managing Director and Chief Engineer, Seereeram Brothers, Ltd. Chaguanas, Trinidad. Management of company involved in highway construction operations and general civil engineering projects. PROFESSIONAL AFFILIATIONS: American Society of Civil Engineers American Association of Cost Engineers Tau Beta Pi - Engineering Honor Society Phi Kappa Phi - National Honor Society Association of Professional Engineers of Trinidad & Tobago (member) Reviewer for the ASTM Symposium on "The Pressuremeter and its Marine Applications" Reviewer for the ASCE Symposium on "Micro-Computer Applications in Civil Engineering" REPRESENTATIVE PROJECT EXPERIENCE (Florida): • Senior Project Engineer, Effluent Disposal Studies, Scandinavia USA, Polk County • Senior Project Engineer, Effluent Disposal Studies, Tiger Point Golf Course, Santa Rosa County • Senior Project Engineer, Effluent Disposal Studies, Sand Ridge Golf Course, Indian River County • Project Manager, Geotechnical & Hydrogeological Investigations, Proposed Hazardous Waste Landfill & Incinerator Facility, Madison County • Senior Project Manager, Geotechnical & Hydrogeotechnical Investigations, Proposed Hazardous Waste Incinerator Facility, Polk County • Senior Project Engineer, Hydrogeologic &Geotechnical Investigations, Timber Cove Development (8,000 acres), Putnam County • Senior Project Engineer, Hydrogeologic & Foundation Investigations, Sabal Hammocks Development (800 acre site), Brevard County • Project Manager, Geotechnical & Dredging Investigation, New Smyrna Beach Marina, Volusia County • Senior Project Engineer, Groundwater Modeling of Spray Irrigation of Effluent, Twin Rivers Golf Course, City of Oviedo, Seminole County • Senior Engineer, Development of Closure Plan for Evans Street Landfill, City of Oviedo, Seminole County • Senior Engineer, Development of Closure Plan for Waste Lagoon, Coronado Paint Co., City of Edgewater, Volusia County L REPRESENTATIVE PROJECT EXPERIENCE, continued • Project Manager, Groundwater Investigation and Modeling, Wetland Mitigation Plan, 4th Runway/Midfield Development, Orlando International Airport, Orange County • Senior Project Engineer, Groundwater Modeling of 1.6 mgd Effluent Disposal Facility via Rapid-Rate Infiltration Basins, Site #8, City of Ocoee, Orange County • Senior Project Engineer, Groundwater Modeling of 0.5 mgd Effluent Disposal Facility via a Spray Irrigation Reuse Scheme, Site#5, City of Ocoee, Orange County • Lead Engineer, Soil & Groundwater Investigation, Clark Road Extension, City of Ocoee, Orange County • Manager, Construction Materials & Testing Department, Michael D. Sims & Associates, Inc. • Numerous Deep Foundations Investigations, including Pile Capacity (lateral, uplift & axial) Analyses • Numerous Subdivision/Commercial Development Soil & Groundwater Investigations • Senior Project Engineer for Pump Station Structures (geo-grid reinforced), Pipeline Investigations, Surcharge Design, etc. • Numerous Sinkhole and Sinkhole Susceptibility Investigations and Assessments • Design of Filter Beds for Retention Ponds • Design of Chemical, Compaction and Slurry Grouting Programs • Design of Sheet Pile Walls • Design of Well Point Dewatering Systems • Groundwater Well Hydrology • Evaluation of Roadway Underdrain Requirements • Evaluation of Pavement Failure • Borrow Pit Permit Applications L Geotechnical. Environmental &Materials Engineers illROBERT OROS, P.G. ty ling; PRINCIPAL HYDROGEOLOGIST EDUCATION: M.S., Geology, Kent State University, Kent, Ohio B.S., Geology, University of Akron, Akron, Ohio PROFESSIONAL EXPERIENCE: 19 Years SELECTED EXPERIENCE: GROUNDWATER SUPPLY: • Design of a 1.5 MGD municipal wellfield for the City of Ormond Beach at a 500 acre site in Volusia/Flagler Counties, Florida, including well(s) design, preparation of construction - specifications,construction supervision,pumping tests and evaluation,interpretation of geophysical logs, computer modeling for impact analysis and permitting. • Design and testing of a test/production well at a 100 acre site in Seminole County, Florida, for the City of Sanford,including well design and construction specifications,construction supervision, pumping tests and evaluation, interpretation of geophysical logs, computer modeling for impact analysis and permitting. • Evaluation of sand pumping and thermal coupling associated with two thermal injection wells at a switching facility for United Telephone Company in Seminole County, Florida, including evaluating existing wells, rehabilitation of one well, redesign and construction of a new thermal injection welL • Design and construction of a 1,400 feet test/production well at Grenelefe Golf Resort in Polk County, Florida, including construction specifications, construction supervision, pumping tests and evaluation, interpretation of geophysical logs, computer modeling for impact analysis and permitting. • Design and testing of a 1.4 MOD wellfield at a 3,500 acre residential development (Meadow Woods) in Orange County, Florida, including well(s) design and construction specifications, construction supervision,pumping tests and evaluation,interpretation of geophysical logs,computer modeling for impact analysis and permitting. • Design and testing of a 2.0 MGD wellfield at a 7,000 acre residential development (Lake Nona) in Orange County, Florida, including well(s) design and construction specifications, construction supervision, pumping tests and evaluation, interpretation of geophysical logs, computer modeling for impact analysis and permitting. • Design and testing of a 1.5 MOD wellfield at a 4,000 acre residential development (Hunter's , Creek) in Orange County, including well(s) design and construction specifications, construction supervision, pumping tests and evaluation, interpretation of geophysical logs, computer modeling for impact analysis and permitting. GROUNDWATER QUAUTY ASSESSMENTS: • Evaluation of groundwater contamination from the uncontrolled disposal of organic solvents (VOC's) at a sandpit in Fairbanks, Florida, including hydrogeologic assessment, stratigraphic interpretation, aquifer testing, construction supervision of monitoring wells, groundwater quality assessment and remediation design. • Soil and groundwater quality assessment of a major commercial development site in downtown Orlando, Florida, impacted by leaking underground fuel storage tanks including evaluation of VOCs distribution in the aquifer system and development of remediation alternatives. • Evaluation of groundwater quality as affected by battery manufacturing wastes discharge in Sunrise, Florida, including estimating the distribution of contaminant plumes and characterizing the site hydrogeology. • Soil and groundwater quality assessment from leaking underground fuel storage tanks in Pompano Beach, West Palm Beach and Miami, Florida for the Florida Department of Transportation. • Preliminary assessment of soil and groundwater contaminated with polychlorinated biphenyls (PCB's) at an electric motor rebuilding shop in Baldwin, Florida. an.c....,..i.......•..�...•.c...•.ww o� :Ls.„,,,±^.'20.1....0.w.dr'.x20.1 n 1.n.iv.....dM'Jr,1.'7 • Soil and groundwater quality assessment discharges of trichloroethylene (TCE) at a dry cleaning operation in Jacksonville, Florida, for the Florida Department of Environmental Regulation. • Evaluation of chromium and cadmium levels in soil and groundwater at an incinerator dust disposal area in Orlando, Florida for the City of Orlando. (lw LAND APPLICATION WASTEWATER DISPOSAL' • Hydrogeologic evaluation, system design and hydraulic modeling of a proposed 1.0 MGD percolation pond disposal system at the South Beaches area for Brevard County. • Hydrogeologic evaluation, system design and permitting of a 1.2 MGD spray irrigation disposal system at the Metro West development golf course in Orange County, Florida. • Hydrogeologic evaluation, system design and permitting of a 1.0 MGD spray irrigation disposal system at the Hunter's Creek development golf course in Orange County, Florida. • Hydrogeologic analysis of the feasibility of a 2.0 MOD spray irrigation disposal system at the Sun 'N Lakes of Sebring development in Hardee County, Florida. • Hydrogeologic evaluations and permitting of rapid-rate disposal sites in Orange and Lake Counties, Florida, for a 25 MGD disposal system. This project named Water Consery II is one of the largest wastewater reuse systems in the world. • Hydrogeologic evaluation and permitting of a 100,000 GPD percolation pond disposal system for Heathrow Development in Seminole County, Florida. • Hydrogeologic evaluation and permitting of a 40,000 GPD percolation pond disposal system for Litton Industries, International Laser Division, Orange County, Florida. LANDFILL INVESTIGATIONS: • Preliminary landfill evaluations for a Class III landfill including evaluation of groundwater and surface water data, review site drainage plans, landfill inspection and regulatory liaison for Walt Disney World, Orange County, Florida. • Preparation of an Operation and Construction Plan, a Groundwater Monitoring Plan and permitting for a 100 acre Class III landfill, including hydrogeologic evaluations, assistance with (rwdrainage plan and regulatory liaison for Oviedo Materials, Inc., Oviedo, Florida. • Assess site stratigraphy, groundwater system and conduct a resource evaluation for cover and capping material for the Class I Indian River County Landfill for Indian River County, Florida. • Conduct monthly landfill inspections of the Class I Southport Landfill in Osceola County, Florida. PROFESSIONAL AFFILIATIONS: American Institute of Professional Geologists National Water Well Association, Association of Groundwater Scientists & Engineers Division Florida Water Well Association • REGISTRATIONS: Licensed Professional Geologist, State of Florida, No. 145, 1988 Certified Professional Geologist,American Institute of Professional Geologists, No. 5170, 1982 PUBLICATIONS AND ACHIEVEMENTS: Hildebrand,P.B. and Oros, R., "Wastewater Reuse in Karst Terrain - a Case Study" Florida Sinkhole Research Institute, Second Multi-Disciplinary Conference on sinkholes and the Environmental Impacts of Karst, Abs. with Proc., Orlando, Florida, February 1987. Oros, R., "VOC Ground Water Contamination, a Case Study in Northern Florida" NWWA, Ground Water Tech. Div., Abs. with Proc., Tech. Ed. session, St. Louis, Missouri, September, 1983. Jettmar, RU., Young, G.K. Perez, A.I. and Oros, R., 'Dynamic Water Quality Modeling in Southeast Florida; Journal of Envi., Eng., Div., Proc. of the A.S.C.E., Vol. 10-6, No. RR1, February 1980. Oros, R. and Manus, R.W., "The Analysis of Oxygen Deficient Sediment Using Glove Box Procedure" Geologic So., of Ameri., Abs. with Program, Vol. 6, May 1974. Recipient of a Presidential Award of Excellence from President Jimmy Carter as a contributing author of Broward County Clean Water Management Plan', presented by Region IV of U.S., E.P.A., November 18, 1978. Inducted into Sigma Gamma Epsilon, Gamma Zeta Chapter, (National Earth Science Honorary), lir February 13, 1974. Gggreotechnical, Environmental & Materials Engineers DAVID B. TWEDELL Environmental Services L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Turn-key UST Management Programs • Waste Management • Hydrogeologic Evaluations • Contamination Assessments • Remedial Action Design and Implementation • Computer Modeling for Long-Term Environmental Impact of Proposed & Existing Facilities • Field Inspections of Permitted Facilities EDUCATION: B.A. Physical Science/Geology PROFESSIONAL EXPERIENCE: Mr. Twedell has extensive technical experience involving waste management as it relates to potential impact on ground and surface waters, as well as hydrogeologic evaluations as it relates to all levels of contamination assessments and remedial action design and implementation. Mr. Twedell has served as an Environmental Specialist III for the Florida Department of Environmental Regulation where he was responsible for reviewing groundwater permit applications for waste management facilities including domestic and industrial wastewater, solid waste landfills, underground injection systems and storage tanks. REPRESENTATIVE PROJECT EXPERIENCE: City of Charlotte, North Carolina Major turn-key UST Management program for all 180 City/County UST's $3 million/year contract Client: City of Charlotte U.S. Army Corp of Engineers, Savannah District RI/FS, UST contamination investigations on hazardous waste sites Client: USCOE (0, 807 South Orlando Avenue•Suite A•Winter Park, Florida 32789•Telephone 407.740.6110•Facsimile 407.740.6112 -2- EPA/ARCS Superfund Contract Site screening and RI/FS investigations at potential superfund sites throughout the southeast United States Client: B & V Waste Science Technology Boat Manufacturing Facility, Sanford, Florida Conducted site contamination assessment and monitoring of hazardous materials discharge Client: Cobra Boats Company Steel Manufacturing Facility, Wildwood, Florida Conducted RCRA Part B Closure Client: Armco Steel Boat Manufacturing Facility, Orlando, Florida Conducted UST removal, contamination assessment and soil remediation at industrial facility Client: Regal Marine, Inc. Railroad Company Was the primary environmental consultant for all environmental issues including UST's, RCRA, SARA Title III and CERCLIS sites for entire system Client: Florida East Coast Railroad Contamination Assessments/Remedial Design, Florida Statewide Conducted CAR and RAP services for Enro Marketing/Marathon Oil Company on over 35 sites in Florida Client: Enro Marketing Stormwater NPDES Permitting Completed and submitted NPDES stormwater group permit applications for 93 facilities nationwide including sampling and analysis Client: United Parcel Service, Inc. L Geotechnical, Environmental & Materials Engineers SUSAN MCFATHER WOODBERY Environmental Engineer L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Phase I Environmental Property Assessment • Soil and Groundwater Contamination Assessment • Remedial Design for Soil and Groundwater Contamination Cleanup • Installation and Operation of Remedial Systems • Industrial Environmental Audits • Ambient Air Quality Permitting and Modeling EDUCATION: B.S.E., Environmental Engineering, University of Florida, 1980 Graduate Studies, University of Cincinnati, Civil Engineering PROFESSIONAL REGISTRATION: Engineer in Training Certification, 1986 PROFESSIONAL EXPERIENCE: Prior to affiliation with L.J. Nodarse & Associates, Inc., Ms. Woodbery was a Project Manager in the Underground Storage Tank Division for Law Environmental, Inc. Prior to 1988, she was a Senior Engineer in the Air Compliance Section of the Georgia Department of Environmental Regulation. Ms. Woodbery's 13 years of experience includes numerous diverse projects throughout the state of Florida and Georgia. REPRESENTATIVE PROJECT EXPERIENCE: Senior Project Engineer or Project Manager of Level I and II Environmental Site Assessments: • Numerous undeveloped properties, Ameri-First Portfolio, Seminole County, Florida • Mack II Building, Tampa, Florida • Don Cesar Hotel, Registry Hotel Corporation, St. Petersburg, Florida • Kash 'N Karry, Crystal River, Florida • Windsor Walk Subdivision, Magnolia Service, Inc., Orlando, Florida Contamination Assessment and Remedial Design projects: • Exxon Service Station, Longwood, Florida • Chevron Service Station, Duval, Hillsborough and Okaloosa Counties, Florida • Econ Service Station, Marathon Oil Company, Largo, Florida L 807 South Orlando Avenue♦Suite A•Winter Park, Florida 32789•Teleohone 407 740.6110•Facsimile 407.740.6112 -2- • Bulk Gasoline Terminal, Chevron Oil Company and Shell Oil Company, Hillsborough, County, Florida • Tampa Barge Services, Port Tampa, Florida • Southeast Financial Center Associates Office Building, Tampa, Florida • Kash 'N Karry, Sarasota and Pinellas Counties, Florida Industrial Environmental Audits: • AMAX Mineral - Magnesium Operations, Salt Lake City, Utah • Trademark Nitrogen Corporation, Fertilizer Plant, Tampa • RCRA Facility Assessment, University of Florida, Gainesville Air Quality Permitting and Modeling: • Transcontinental Printing South, Inc., Orlando, Florida • General Electric Manufacturing Plant, Bridgeport, Connecticut • Amoco Chemical Company, Plant City, Florida • Preparation of numerous facility operating reports throughout the state of Florida • Desoto County Landfill - Gas Mitigation Survey PROFESSIONAL AFFILIATIONS: Air and Waste Management Association L L Geotechnical, Environmental & Materials Engineers JACK TAVENNER Manager, Construction Services L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Soils and Construction Materials Testing • Quality Assurance/Quality Control Procedures • Soils and Materials Laboratory Testing • Construction Management • Scheduling/Cost Control • Post Tensioning PROFESSIONAL CERTIFICATIONS: ACI Level I Technician ACI Level II Inspector Troxler Nuclear Density Gauge NICET Certified Engineering Technician F.D.O.T. Pre-Stress Plant Inspector Troxler Radiation Safety RELATED PROFESSIONAL EXPERIENCE: Mr. Tavenner has extensive technical and supervisory experience regarding inspections, testing and quality control during the construction phase of steel structures. Engineering Technician Performed quality control inspections of structural steel buildings during the erection phase of the Walt Disney World theme park expansion. Inspections included: checking alignment, plumb and connection fit up; testing of bolted connections using a calibrated torque wrench; checking of welded connections by UltraSonic testing, magnetic particle testing and X-raying of full penetration welds. Sr. Engineering Technician Supervised field crews in the quality control testing and inspections of structural steel buildings. Performed testing and inspection services on large warehouse-type sturctures checking columns, joists and metal decking. kir 807 South Orlando Avenue♦Suite A•Winter Park, Florida 32789•Telephone 407.740.6110•Facsimile 407.740.6112 Field Representative Responsible for coordination, scheduling and review of all quality control testing on various structural steel buildings during the construction phase of the EPCOT project. Reviewed plant inspection reports on fabrication of steel members. Reviewed field erection drawings to verify compliance with structural drawings. Construction Management Coordinated all testing of structural steel members and pre-cast concrete members for the City of Orlando during the construction of the Orlando Arena and the Orlando Citrus Bowl. REPRESENTATIVE PROJECT EXPERIENCE: Provide Construction Management Services for City of Orlando on various City projects. Responsible for schedule and cost control as well as quality control. Projects included: • $30 million Citrus Bowl Expansion • $7 million Municipal Justice Parking Garage • $1 million Lake Eola Beautification Construction Superintendent on major commercial new construction projects including: • Martin Marietta's East Campus Site Work $8 million • Twin 16 story Ebb Tide Condominiums, New Smyrna Beach, FL. $8 million • Winter Springs Municipal Building $2.4 million • Lake Silver Elementary School Addition $1.3 million Quality Control and Project Field Co-ordinator on Walt Disney World projects having total responsibility on Epcot projects including: • Spaceship Earth Pavilion • Monorail Expansion from Theme Park to Epcot • Horizon's Pavilion • Site Development and Underground Utilities for Future World portion of Epcot Geotechnical Engineering Technician providing testing and inspection services on projects including: • Florida Power & Lights Indiantown Power Plant • Florida Power & Lights Manatee Power Plant Geotechnical Engineering Technician: (continued) • Orlando International Airport • Army Map Service Building - Ft. Belvoir, VA. • Calvert Cliffs Nuclear Power Plant, Calvert Cliffs, MD. • Valencia Community College - West Campus expansion Geotechnical, Environmental &n Materials DENIS J. WORTHINGTON try Engineers Senior Engineering Technician L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Soils & Construction Materials Testing • Threshold Inspection • Foundation Inspection & Testing • Bridge and Highway Inspection • Construction Inspection of Drive Piles • Post Tensioning PROFESSIONAL CERTIFICATIONS: A.C.I. Level I Technician Campbell Nuclear Density Gauge F.D.O.T. Prestress Plant Inspector F.D.O.T. Limerock Bearing Ratio PROFESSIONAL EXPERIENCE: Mr. Worthington serves as an Engineering Technician responsible for a variety of soils and construction materials testing and threshold inspections. He is also skilled in laboratory and field testing procedures, including concrete pre-cast plant for FDOT. Mr. Worthington has over nine years experience as an Engineering Technician in Central Florida. SOIL TESTING: • Density testing on pipe backfill, roadway subgrade, curb subgrade, footings and building pads • Knowledge of Drive Sleeve cylinder method, sand cone method and Campbell Pacific Nuclear Gauge method • Testing of soil cement • Monitored and control for pug mix soil-cement plants • Monitored and control for demucking and backfilling • Pile driving and pile load testing • Pressure grouting and monitored injections • Monitored shallow wells for groundwater tables • Monitored installation of clay cores around retention ponds CONCRETE TESTING: • Field Control work • Laboratory testing • Slumps, cylinders and air tests • Capping and breaking cylinders, blocks and flexural beams • Concrete coring on slabs and footings L 807 South Orlando Avenue•Suite A•Winter Park. Florida 32789•Telephone 407 740.6110•Facsimile 407.740 6112 CONCRETE TESTING: r (continued) • Field plant inspections of concrete and precast plant • Conduct Swiss Hammer and Windsor Probe tests for non-destructive testing on in-place concrete THRESHOLD INSPECTION: • Coordination of testing and inspection for mass concrete pours • Inspection of shoring, re-shoring and form work • Verification of rebar size and placement • Inspection and testing of structural steel PAVEMENT TESTING: • Monitoring placement of asphalt • Core sampling • Temperature checks • Thickness checks • Density Testing REPRESENTATIVE PROJECT EXPERIENCE: • Panama City/Bay County Airport • Sea World, Orlando • Seminole County Expressway • Universal Studio Expansion • Radisson Inn, Airport L Geotechnical. Environmental & Materials Engineers LINDA J. HUNT Senior Engineering Technician L.J.NODARSE&ASSOCIATES,INC. PROFESSIONAL EXPERTISE: • Laboratory & Field Testing of Soil • Concrete, Asphalt & Inspection of Reinforced Concrete PROFESSIONAL CERTIFICATIONS: A.C.I. Level I Inspector A.C.I. Level U Inspector A.C.I. Certified Masonry Inspector Nuclear Radiological Safety & Gauge Operation PROFESSIONAL AFFILIATION: National Association of Women in Construction PROFESSIONAL EXPERIENCE: Ms. Hunt has over 11 years of experience and has participated in and supervised many engineering and construction material projects in Texas and Florida with primary emphasis in the fields of soils and concrete. For the past three years, she has been involved as Threshold Representative on reinforced masonry construction and Field Representative on a geogrid reinforced pump station in Fellsmere, Florida. Ms. Hunt's extensive experience includes monitoring of muck removal and placement of soil backfill, soil cement, asphalt and concrete, residential grouting, foundation footing inspection, septic and drainfield inspection, percolation testing, water sampling, density testing using sand cone, drive tube and nuclear density gauges (CPN & Troxler). As a Senior Technician, Ms. Hunt has been responsible for Construction Material Testing on numerous residential, industrial and commercial development projects throughout Florida. More specific project related experiences include: • Fellsmere Farm Pump Station No. 4, Fellsmere, Florida • Fellsmere Farms Canal 54, Fellsmere, Florida • Astrodome Parking Lot Expansion, Houston, Texas • S.W. Freeway, Houston, Texas • Houston Intercontinental Airport, Houston, Texas • Marriott World Center, Orlando, Florida L 807 South Orlando Avenue•Suite A•Winter Park, Florida 32789 •Telephone 407.740.6110•Facsimile 407.740.61 12 Page -2- • Daytona Beach Municipal Airport, Daytona Beach, Florida • Watkins Freightlines, Orlando, Florida • Hawthorne Suites, 4-Story Reinforced Masonry Construction, Orlando, Florida • Hampton Inn, 5-Story Reinforced Masonry Construction, Orlando, Florida • Sea World of Florida, Orlando, Florida • Universal Studios, Orlando, Florida • Ocoee Waste Water Facility Phase I and Phase II, Ocoee, Florida L L Geotechnical, Environmental & Materials Engineers DENNIS D. ROTA Drilling Crew Chief L.J. NODARSE & ASSOCIATES, INC. PROFESSIONAL EXPERTISE: • Geotechnical & Environmental Drilling • Installation of Environmental Monitor Wells • Standard Penetration Test Borings • Barge Drilling on Lakes & Intercoastal Waterways • Split Spoon, Shelby Tube, Piston Sampler & Denison Barrel Sampling PROFESSIONAL REGISTRATIONS/LICENSES: • Registered Well Driller - St. Johns River Water Management District • Chauffeur's Drivers License (CDL) CONTINUING EDUCATION: • 8 Hour Hazardous Substance Annual Recertification Course - 1993 (Scheduled for July 30, 1993) • 8 Hour Hazardous Substance Annual Recertification Course - 1991 • 8 Hour Hazardous Substance Annual Recertification Course - 1990 • 40 Hour Hazardous Substance Health and Safety Training Course for Site Workers - 1989 PROFESSIONAL EXPERIENCE: Mr. Rohn has over 11 years of geotechnical and environmental drilling experience throughout Florida and the Southern United States. As a Crew Chief, his experience includes the installation of monitor wells, hollowstem and flight augering, mud rotary, and air rigs. Mr. Rohn has expertise in Standard Penetration Test borings for foundation design and stabilization, rock coring, environmental assessments, sinkhole investigations, muck probing, and critical soil and water sampling. Mr. Rohn has logged thousands of hours of operating drilling equipment with an excellent safety record. Among the equipment he has operated extensively are a C.M.E. 550 All Terrain Drilling Rig, C.M.E. 45 Mounted Track Rig, C.M.E. 55 Truck Mounted Rig, Auger Rigs and a C.M.E. 45 mounted on a barge. In addition to his drilling expertise, Mr. Rohn is also qualified to perform mine inspections. REPRESENTATIVE PROJECT EXPERIENCE: • Numerous Private Sector Projects • Orange County Landfill - Monitoring Well Installation • Conserve II - Monitoring Well Installation • City of Sanford Water Treatment Facility - Monitoring Well Program • City of Tavares Landfill - Monitoring Well Installation • City of Umatilla Landfill - Monitoring Well Program 807 South Orlando Avenue•Suite A♦Winter Park, Florida 32789 ♦Telephone 407.740.6110•Facsimile 407 740 6112 N C) C) M LL CT N N a) r•+ a) m C) U co C) 0. N G aO . c • V)i. oN m 00 C.) Lov.,_ G w N C) .� G �' N L W W C c c o O O N• N a) r- L co .y o00 - = = A co 7 N c e, +-+ a) o 0 c •E E o a) V m C O C F W O p N LO") 4n N y L a) •= N▪ C O G a N YO O O r .C. r C 11, Fe m a 'C O O C C C C C co C d 0CO L3 W 7 ,� _ N = 000 *O 0 0 • a Q) > C O N G c p) y _o uo•, o f .E •E 0 -- o q oXLC) _ E y O N ~ >. U ) ~ C J N N N N N N N Er. c = C7 r (y I a C N fi Ti cc; fC i. aC 3mb- �o r. 1 [`ft I co o -- To ° E E c W u a) y aye > � N CO ? ami 0 ca coaaa . 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H 3 m ° .1 i 2 O D 3° O V/ MIMI o � 03 � �_ xc7 3 0 � '� wg 03 � � cT m0 • 5 e m ° ' •O o m • c° ' °� = 7 m I O - n a O • m m r -S o0 to AiiiiiiLlj Affitaiiiikaj W 2) ..._ ,_ 3 N i i 3 m �� o co 1 9. 1:3 > m5-- 1133 * 1 li �aoil m 4073 (0 70 I • m M I 2° MT) ortH irill ik IJ o''' I W 2 0 e.0 N N 1 < a q ri" > 71 r 53 p N o D O• , 0 1 °P_ i',' 0 Past Performance in Similar Projects for Governmental Clients and Similar Scope of Services (3 Years)* L Client Year Nature of Total Completed Work Cost in thousands University of Central Florida 1992 Continuing 100 Peter Newman to Districtwide 4000 Central Florida Blvd. Present Geotechnical & Orlando, FL 32816 Materials Testing 407/423-2166 Services Contract FDOT District 5 1993 Continuing 100 John Foshee, P.E. to Geotechnical Services 719 S. Woodland Blvd. Present Contract Deland, FL 32720 904/943-5000 Ocoee City Hall 1993 Geotechnical 30 Montye Beamer,P. E. Engineering Services 150 N. Lakeshore Drive & Construction Ocoee, FL 34761 Materials Testing 407/656-2322 Seminole County Expressway 1993 Lake Jesup Bridge - 300 Authority Bridge Replacement c/o DSA Group, Inc. Sophia Rovira, P.E. 2005 Pan Am Circle Tampa, FL 33607 813/873-1222 City of Oviedo 1993 Continuing 50 Public Works Building Geotechnical Charles K. Smith, City Engineer Engineering Services 400 Alexandria Blvd. & Construction Oviedo, FL 32765 Materials Testing 407/366-7000 Contract Orange County Convention Center 1993 Geotechnical 150 Phase III & IV to Consultant, Concrete c/o PSI Present Testing & Subsurface John Pulsifer, P.E. Investigations 1675 Lee Road Winter Park, FL 32789 407/645-5560 *L.J. Nodarse & Associates, Inc. was founded in September, 1991, therefore, earlier projects may be individual experiences of staff members. Past Performance (-2-) FDOT District 5 1993 Continuing 400 Frank Jaggers to Districtwide 719 S. Woodland Blvd. Present Construction Deland, FL 32720 Materials Testing 904/943-5000 Contract City of Oviedo 1993 Continuing 150 Charles, K. Smith to Geotechnical & 400 Alexandria Blvd. Present Construction Oviedo, FL 32765 Materials Testing 407/366-7000 Contract City of Mt. Dora 1993 Continuing 40 Rod Stroup to Geotechnical & P.O. Box 176 Present Construction Mt. Dora, FL 32757 Materials Testing 904/735-7155 City of Mt. Dora 1993 Monitor Well 10 Rod Stroup Inventory, Installation P.O. Box 176 and Abandonment Mt. Dora, FL 32757 904/735-7155 Camp Dresser & McKee 1993 Pine Hills Landfill 50 John Ladner, P.E. Closure - 1950 Summit Park Dr., Ste. 300 Geotechnical Orlando, FL 32810 Engineering Services 407/660-2552 Hanson Taylor, Inc. 1993 Oak Hills Estates 100 Harlan Hanson 2,000 acre P.U.D., 1111 S. Orange Ave., Ste. 400 Polk County Orlando, FL 32806 Hydrogeotechnical 407/839-1111 Consulting Services City of Fellsmere 1993 Fellsmere Farms 50 c/o Masteller & Moler, Inc. Consumptive Use Earl Masteller, P.E. Permit 1623 U.S. 1 N. Sebastion, FL 32978 407/589-4800 Past Performance (-3-) (Ihw FLAG Associates, Ltd. 1992 Avalon - 9,500 acre 50 Bruce Siciliano P.U.D., Orange County, 18551 N. Tamiami Trail Hydrogeotechnical N. Fort Meyers, FL 33903 Consulting Services, 813/731-2700 ADI/DRI Preparation Duda Lands, Inc. 1991 D.L.I. Properties - 497 50 John Maloy acres, Seminole County, P.O. Box 257 Hydrogeotechnical Oviedo, FL 32765 Consulting Services, 407/365-2111 Stormwater Management The HAHN Company 1991 Heathrow Town Center 75 Dale Nelson - 100 acre Regional 4350 LaJolla Drive Mall, Seminole County, San Diego, CA 92122-1233 Sinkhole Assessment, 703/391-6001 Hydrogeotechnical Consulting, ADA/DRI Preparation H.I.B.C. 1985 Heathrow International 200 Heathrow International Business to Business Center - Center 1991 Seminole County, Joe Dobush Sinkhole Assessment, 250 International Parkway Geotechnical Suite 300 Engineering Services, Sanford, FL 32746 ADA/DRI Preparation 407/333-2186 Waterford Lakes, Inc. 1985 Waterford Lakes - 1,827 400 Ralph Smith to acre Residential 12553 Lake Underhill Rd. Present Development, East Orlando, FL 32825 Orange County, 407/281-1433 Geotechnical & Hydrogeotechnical Consulting Services Newland Florida 1990 Hunters Creek - 4,000 200 Roger Gatlin to acre Residential 7600 Southland Boulevard 1992 Development, West Orlando, FL 32809 Orange County, 407/859-8330 Geotechnical & Hydrogeotechnical Consulting Services, DRI Preparation L Past Performance (-4-) %kw Osceola County Public Works Dept. 1993-96 Continuing Geotechnical 100 Howard Russell, P.E. contract & Construction Materials to 603 W. Bryan Street is Testing Services Contract 300 Kissimmee, FL 34741 1-3 407/847-1283 years Avon Park Airport 1989 Subsurface Exploration & 50 c/o McFarland/Johnson Engineers, Inc. Geotechnical Engineering 2525 Dranefield Road., Ste. 7 Evaluation for Runway Lakeland, FL 33811 Extension 813/646-4771 Orlando International Airport 1990 AGT System (Automated 40 c/o Consoer, Townsend & Guideway Transit) Associates/AEG Westinghouse Subsurface Exploration & Redio Cheppi Geotechnical Engineering 303 Wacker Drive, Ste. 600 Services Chicago, IL 60601 312/938-0300 Landside Terminal 40 1992 Expansion; New Airside c/o KBJ Architects Building; Existing Mac MacKinley Landside Terminal 5850 T.G. Lee Boulevard Renovation - Subsurface Orlando, FL 32822 Exploration & 40 407/438-0141 Geotechnical Evaluation Orange County Public Utilities 1991 Continuing Geotechnical 150 Alan Ispass, P.E. & Hydrogeotechnical 109 E. Church Street, Ste. 400 Services Contract Orlando, FL 32801 407/836-7231 Orange County Public Utilities 1993 Robinsdale and Harriet 2.5 c/o Blount Sikes Associates, Inc. Heights Water Michael Rudd Distribution System 1199 N. Orange Avenue Improvements Orlando, FL 32804 407/894-3804 City of Fellsmere 1993 City of Fellsmere - 40 do Masteller & Moler, Inc. Fellsmere Water Supply Earl Masteller, P.E. Services: CUP 1623 U.S. 1 N. Assistance; Well Testing Sebastion, FL 32978 & Installation 407/589-4800 L Past Performance (-5-) kof City of Lake Mary 1993 City of Lake Mary - 2.5 do Conklin, Porter & Holmes Sanitary Sewer Feasibility David Gierach, P.E. Study 500 W. Fulton Street Sanford, FL 32771 407/322-6841 Fernandina Beach Airport 1992 New Apron & Terminal 20 Hoyle, Tanner & Associates, Inc. Building - Construction Koger Center at the Quadrangle Materials Testing & 3452 Lake Lynda Drive Geotechnical Engineering Orlando, FL 32817 Services 407/380-1919 White Construction 1992 Sanford Avenue Borrow 100 Luther White to Pits - 75 acres; 3801 S. Sanford Avenue 193 Hydrogeologic Sanford, FL 32773 Engineering Services & 407/323-7044 Permitting Indian River County 2000 Hydrogeologic not Terrance Pinto Engineering Services; known 1840 25th Street Effluent Disposal Study; (1, Vero Beach, FL 32960 Stormwater Design 407/567-8000 Assistance Bell South Mobility 1991 Bell South - Continuing 50 7077 Bonneval Road, Ste. 110 Geotechnical Construction Jacksonville, FL 32216 Management & 904/443-6800 Construction Testing Orange County Public Schools 1991 Continuing Geotechnical 100 Bob Gallardo and Construction 6200 Chancellor Drive Materials Testing Orlando, FL 32809 Services Contract 407/352-0031 City of Orlando 1988 Continuing Geotechnical 100 Public Works Department & Construction Materials 400 S. Orange Avenue Testing Services Contract Orlando, FL 32801 407/246-2709 L L CURRENT AND NEAR FUTURE WORKLOAD At this time, L.J. Nodarse & Associates, Inc. has been authorized to proceed or is in progress with twelve (12) geotechnical engineering projects and five (5) construction materials testing projects. Eight (8) of these projects will be completed within the next 30 days, one (1) within the next 60 days and two (2) within the next 90 days. A list of current projects is provided in this section of our submittal. Given our current staff of seven (7) soils engineers, two (2) hydrologists, two (2) environmental engineers, sixteen(16)engineering technicians, three (3)drillers and seven(7)additional support staff, we currently have the available manpower to complete any and all projects that the City of Ocoee may give us. Further, we commit to the City of Ocoee to increase our staff levels to include additional engineers and/or technicians to handle additional work loads, if needed. L L ANTICIPATED RESPONSE TIMES LI, NORMAL EMERGENCY NORMAL EMERGENCY ' TURN TURN Fie_o TIME TO TIME TO TESTING AROUND AROUND TESTING RESPOND RESPOND SERVICE TIME(HO TTME(FM SERVICE (HOURS) (HOURS) LABORATORY SERVICES 1 SAMPUNG SOILS 244 •200 24 6 ASPHALT CORING 24 6 SEN'ANALYSIS 24 6 ORGANIC SUM 24 12 SAMPUNG&TESTING SP GRAVITY&AOSORB 48 36 FRESH CONCRETE E 24 2 LSR 72 72 STANOARO PROCTOR 24 4 SAMPLE PAVEMENT MOOIRE°PROCTOR 24 4 MARKING MATE IALS 24 2 CONCRETE CORES 24 12 CONCRETE STRENGTH(COMP) 24 4 MINE INSPECTION 24 6 CONCRETE E STRENGTH(TEN) 48 4 UNIT WEIGHT&VCIOS 48 38 CONCRETE CORING 24 12 LA ABRASION 24 12 SPUTSAMPLE 2 1 PROVIDE DENSITY SPEEDY MOISTURE 0.5 0.5 TESTS 24 2 OVEN OMOISTURE 12 12 UMEAOCK(CARBONATES) 24 12 SAMPLE ASPHALT LIMERCCX(CRGANICS) 24 12 MATERIALS 24 2 SAMPLE?REP(CRY) 48 36 SAMPLE PREP(WET) 48 36 SAMPLE 3ASE& I PARTICLE.SIZE s8 36 SU8GRACE ATTE:4'8E.RG uMITS 24 6 MATERIALS 244 SPEC:FC GRAVITY(SOILS) 48 24 SPECFPC.;RAvITY(ASF' ALT) i 48 6 PRESTRESSED MARSHALL 24 12 INSPECTICN 24 4 EXTRACTION 24 12 GRAOAr,CN 24 12 ENGINEERING pot(SC:LS) 24 4 CONSULTATION I 24 2 pM(WATER) 24 4 CHLCRICES 24 4 SULFATES(WATER) 24 4 SULFATES 1SCIL( 48 36 RESIS T IVITY 24 6 L - U Z — < AV%Wo .:= ._ a j -7 J Q o Oo % og %%/ 0 UP) ili // /z50,,,,,,,, < 71- cc CiA v cn < uJ %%%%%%/ ch 06 a , 0,,,,,,,,,,,,A ,..,..) ,a 11.1 0— v I (/) °z5 A o CC I— 21 z cc w v %:ZZ:ZZ///Z%%/� z o C) CC o 11 cc 1- z zoU ■ 0 0 0 0 0 0 0 0 0 0 0 O c 00 N- CO LO CO N T T ■ J (%) GVO1N}IOM cJ ±O OHd C LOCATION AND RESPONSIVENESS The responsiveness of the consultant to the client is a vital part of any contract. In soils and construction materials testing, responsiveness is even more critical. Testing of critical components can often be performed only at specific times and the consultant selected for this contract will need to be available to respond as needed. Our commitment coupled with experienced project management staff will provide the responsiveness the City of Ocoee requires and expects. The location of our Firm's headquarters and materials testing laboratory is within minutes of the City of Ocoee. All services performed by L.J. Nodarse & Associates, Inc. under this contract will be coordinated and generated from our Winter Park office. L C L PROFESSIONAL LIABILITY STATEMENT L.J. Nodarse & Associates, Inc. currently maintains $1,000,000 in professional liability coverage. (See attached Renewal Insurance Summary). This statement also confirms that L.J. Nodarse & Associates, Inc. agrees to obtain Comprehensive General Liability Insurance with a minimum coverage of$2,000,000 as per requested in the Request for Proposal package regarding Geotechnical Engineering and Testing Services. Nodarse, P.E. 0,7T de DATE: October 18, 1993 L L • SWORN STATEMENT PURSUANT TO SECTION 237.133(3)(2), 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. L This sworn statement is submitted to the Ci ty of Ocoee (print name of the public entity] by Leila Jammal Nodarse , President (print individual's name and title] for L. J. Nodarse & Associates , Inc . (print name of entity submitting sworn statement] whose business address is 807 S . Orlando Avenue , Suite A Winter PArk , FL 32789 and (if applicable) its Federal Employer Identification Number (FEIN) is 5 9-1 n f3 F i 2 2 (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: .) ? I understand that a 'public entity crime' as defined in Paragraph 237.133(1)(8), Florida Statute, means a violation of any state or federal law by a person with respect tt: and •;i,-e-_t'y =_ei t d to the transaction of business with any public entity or with an agency or poiltira-subd o.::stcn 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 antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that'convicted'or"conviction' as defined in Paragraph 287.133(1)(b),Florida Statutes, means a finding of guilt or conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court 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 contendere. 4. I understand that an "affiliate' as defined in Paragraph 237.133(1)(a), Florida Statutes, means: 1. A predecessor or successor of a person convicted of a public entity crime; or 2. 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 crime. The term '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 arm'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 other.vise 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 an entity. 6. Based on information and belief, thestaCement which I have marked below is true in relation to • • the entity submitting.this sworn statement. (indicate which statement applies.] X Neither the entity submitting this sworn statement,nor any of its officers,directors,executives, partners, shareholders, employees, members, or agents who are active in the management of the • entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime ' subsequent to July 1, 1989. The entity submitting this sworn 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 an affiliate of the entity has been charged with and convicted of a public entity time subsequent to July 1, 1989. • The entity submitting this sworn statement,or one or more of its officers,directors,execcmtves, partners, shareholders, employees, members, or agents who are active in the management of the • entity, or an affiliate of the entity has been charged with and convicted of a pubiir entity cxime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of.administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (attach a copy of the final•orders I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CON rRACTLYG OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC WITTY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31. OF THE CAL YDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO IMFCRM THE PUBLIC -_ ENTITY PRIOR TO EYTFRING INTO A CONTRACT 24 EXCESS OF THE T I E aOLD .4MCVfl T PROVIDED IN SECTION 237.017, FLORIDA STATUTES FOR CATEGORY TWO OF A.'Y CH GE LN THE INFORMATION CONTAINED IN THIS FORM. it / ,ii i / i . • / / wr sib' ] ,t .4 ;r - (dotal STATE OF Florida COUNTY OF Orange PERSONALLY APPEARED.BEFORE NIE, the undersigned authority, Leila J a mm a l N o d a r s e who, after first being sworn by me, affixed his/her signature (name of individual signing] in the space provided above on this 18th day of O c t o b e r lg 93 -' NOTARY PUBLIC My commission expires: JILL S. MUTTON 4+ 1„ Notary Pus'>.c,State of Florida a : My coos.expires Mar. 1. 19.-.. I s rt Co...No. CC183,09 Form PVR 7068 (Rev. 04/10/91) RUN DATE 10/11.' L .5 . NODARSE & ASSOC . ^ ' lac 1 TAGE RUN TIME : PM Balance Sheet AS OF 09/30/93 ASSETS CURRENT ASSETS 105 CASH PAYROLL ACCT . 471 .67 106 CASH OPERATING ACCT . 44 .023 .62 110 CASH - M .M . ACCT , 15 .732 .70 115 PETTY CASH 200 .00 120 ACCOUNTS RECEIVABLE 558 ,591 .73 TOTAL CURRENT ASSETS 619 ,019 .72 .=IXED ASSETS 14; FURNITURE & FIXTURES 37 ,207 .49 150 LAB EQUIPMENT 33 ,983 .50 152 VEHICLES 191 ,687 .39 155 LESS ACCUM . DEPR . F & F 1 ,788 .00- 157 LESS ACCUM . DEPR . L/E 1 ,283 .00- 160 LESS ACCUM . DEPR . VEHICLE 7 ,342 .00- TOTAL FIXED ASSETS 252 ,465 .38 OTHER ASSETS 172 SECURITY DEPOSITS 777 .87 1 P .S . I . ADJUSTMENTS 0 .00- 1 ` PREPAID INTEREST 3 ,446 .00 TOTAL OTHER ASSETS 4 ,223 .87 TOTAL ASSETS 875 ,708 .97 LIABILITIES & EQUITY :URRENT LIABILITIES 202 P .S .I . ADJUSTMENTS 0 .00 204 EMPLOYEES W/H 568 .56 205 ACCOUNTS PAYABLE 225 ,629 .23 224 FICA W/H 4 ,613 .37 232 LOANS PAYABLE 112 ,919 .55 234 FIT W/H 7 ,439 .34 236 LOAN FROM S/HOLDERS 47 ,426 .25 238 LOAN ORANGE BANK L/C 75 ,000 .00 239 LINE OF CREDIT ORANGE BK . 0 .00 240 NOTES PAYABLE ORANGE BANK 34 ,763 .81 Total Current Liabilities 508 ,360 . 13 Total Liabilities 508 ,360 . 13 RUN DATE : 10/11/93 L .J . NODARSE & ASSOC . PAGE RUN TIME : 2 : 26 PM Balance Sheet AS OF 09/30/93 `4TY 4 CAPITAL STOCK 500 .00 280 RETAINED EARNINGS 100 ,815 .79 285 CURRENT EARNINGS 266 ,033 .05 TOTAL EQUITY 367 ,348 .84 TOTAL LIAB . & EQUITY 875 ,708 .97 C C WN DATE : 10/11/93 L .J . NODARSE & ASSOC . PAGE 1 Ufa TIME : 2 : 26 PM Income Statement AS OF 09/30/93 ;Ai INCOME THIS MONTH RATIO 9 MONTHS RATIO i•ICOME 305 PROFESSIONAL FEES 151 ,765 .81 99 .0 1 ,451 ,992 .84 101 .4 306 DELETED & ADJ . OLD INV . 1 ,567 . 16 1 .0 19 ,710 .80- 1 .4- 307 P .5 . 1 . 'S ADJUSTMENTS 0 .00 0 .0 0 .00 0 .0 315 INTEREST INCOME 29 .98 0 .0 223 .96 0 .0 320 MISC . INCOME 0 .00 0 .0 25 .00 0 .0 325 DISCOUNT INCOME 0 .00 0 .0 0 .00 0 .0 TOTAL INCOME 153 ,362 .95 100 .0 1 ,432 ,531 .00 100 .0 OST OF GOODS SOLD 405 SUBCONTRACTORS FEES 21 ,418 .10 14 .0 350 ,621 .26 24 .5 Total Cost of Goods Sold 21 ,418 . 10 14 .0 350 ,621 .26 24 .5 GROSS PROFIT 131 ,944 .85 86 .0 1 ,081 ,909 .74 75 .5 XPENSES 501 SALARIES DIRECT 15 ,728 .24 10 .3 94 ,247 .76 6 .6 510 SALARIES INDIRECT 11 ,369 .08 7 .4 71 , 140 .86 5 .0 511 WAGES DIRECT OVER TIME 4 ,366 .34 2 .8 28 ,557 .00 2 .0 51 WAGES INDIRECT OVER TIME 9 .75 0 .0 2 ,251 .60 0 .2 51 WAGES DIRECT REGULAR 19 ,767 .33 12 .9 187 ,763 .39 13 .1 515 VACATION PAY 592 .27 0 .4 5 ,682 .65 0 .4 516 WAGES INDIRECT REGULAR 5 ,751 .02 3 .7 56 ,307 .31 3 .9 517 SICK PAY 447 .00 0 .3 3 ,227 .80 0 .2 518 PAYROLL TAXES 4 ,593 .89 3 .0 35 ,948 .93 2 .5 519 HOLIDAY PAY 2 ,243 .39 1 .5 6 ,333 .23 0 .4 520 ADVERTISING 242 .00 0 .2 1 ,408 .59 0 . 1 525 LEASED EQUIPMENT 345 .62 0 .2 15 ,991 .28 1 . 1 530 VEHICLE EXPENSE 1 ,486 .90 1 .0 13 ,981 .48 1 .0 531 GAS 1 ,761 .45 1 .1 1 ,761 .45 0 . 1 535 OUTSIDE SERVICES 0 .00 0 .0 104 .00 0 .0 g. 540 BANK CHARGES 0 .02 0 .0 295 .97 0 .0 545 LAB SUPPLIES 15 ,699 .66 10 .2 53 ,674 .38 3 .7 550 CONTRIBUTIONS 0 .00 0 .0 0 .00 0 .0 555 DEPRECIATION 0 .00 0 .0 0 .00 0 .0 560 DUES & SUBSCRIPTIONS 450 .00 0 .3 5 ,399 . 11 0 .4 565 SEMINARS & MEETINGS 314 .00 0 .2 3 ,029 .70 0 .2 570 ENTERTAINMENT 0 .00 0 .0 1 ,415 .57 0 . 1 583 AUTO & OFFICE INSURANCE 4 ,053 .00 2 .6 14 ,247 .95 1 .0 584 HEALTH INSURANCE 3 ,251 .96 2 . 1 22 ,658 .10 1 .6 585 WORKMAN 'S COMP INS . 539 . 17 0 .4 10 ,149 .87 0 .7 336 PROFESSIONAL LIABILITIES 1 ,677 .77 1 . 1 14 ,909 .62 1 .0 600 INTEREST EXPENSE 1 ,518 . 15 1 .0 6 ,390 . 31 0 .4 605 LICENSES & PERMITS 90 .00 0 . 1 1 ,264 .40 0 . 1 10 PROMOTION 195 . 13 0 . 1 4 ,462 .48 0 .3 of OFFICE EXPENSE 4 ,280 .71 2 .8 57 ,570 .89 4 .0 620POSTAGE 506 .30 0 .3 5 ,806 .33 0 .4 625 LEGAL & PROFESSIONAL 465 .93 0 .3 6 ,940 . 13 0 .5 630 RENT 2 ,722 .40 1 .3 25 ,421 .32 1 . RUN DATE : 10/11/93 L .J . NODARSE & ASSOC . PAGE RUN TIME : 2 : 26 PM Income Statement AS OF 09/30/93 RAL) : INCOME THIS MONTH RATIO 9 MONTHS RATIO 635 REPAIRS & MAINTENANCE 0 .00 0 .0 856 .37 0 . 1 640 RETURNED CHECKS 0 .00 0 .0 0 .00 0 .0 645 TAXES 0 .00 0 .0 2 ,640 .60 0 .2 650 DONATION 50 .00- 0 .0- 800 .00 0 . 1 655 TELEPHONE 1 ,870 .06 1 .2 16 ,432 .85 1 . 1 656 PAGER 239 .37 0 .2 924 .38 0 .1 660 TRAVEL 3 ,191 .59 2 .1 27 ,450 .29 1 .9 665 DRAFTING 515 .61 0 .3 3 ,840 .99 0 .3 670 UTILITIES 739 .45 0 .5 4 ,587 .70 0 .3 TOTAL EXPENSES 110 ,974 .61 72 .4 815 ,876 .69 57 .0 NET OPERATING INCOME 20 ,970 .24 13 .7 266 ,033 .05 18 .6 DTHER INCOME 720 GAIN ON SALE OF ASSET 0 .00 0 .0 0 .00 0 .0 TOTAL OTHER INCOME 0 .00 0 .0 0 .00 0 .0 DTHER EXPENSES 1., LOSS ON SALE OF ASSET 0 .00 0 .0 0 .00 0 .0 TOTAL OTHER EXPENSES 0 .00 0 .0 0 .00 0 .0 INCOME BEFORE TAXES 20 ,970 .24 13 .7 266 ,033 .05 18 .6 855 INCOME TAXES 0 .00 0 .0 0 .00 0 .0 NET INCOME 20 ,970 .24 13 .7 266 ,033 .05 18 .6 DRUG-FREE:WORK:PLACE.FORM. I tly The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that L.J. NODARSE & ASSOCIATES, INC. does: (Name of Business) 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are proposed a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (1), notify the employees that, as a condition of working on the commodities or contractual services that are under bid, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any w violation of Chapter 893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to sign the statem- t, I certify that this firm complies fully with the above requirements. is /x V Proposer's Signature /c # ( s23 PS-131 Date (THIS FORM MUST BE COMPLETED AND RETURNED WITH YOUR BID) , I L � 4. s < ., v m j I - z . 4 . O Y - N `n - V Cie _ 141 w•.. = v �O acy iurNiip *44 'r ---Ca ta 1. L d AMIZ IA 4.0� .� = ' rr ••+^v 4.4 14 C.1 In r.. •r 44 )..714.q..) .,...." . �' dY . =;iil. arâ t., ! i; a.. ca C = 44. to�� wn 9 u*,. JAV • r ..4=••• ar 41 P. WO Itelo IA •id •r •r • OCP .444 4111m1M6 Ce R.) totrr *) . a. Or 14 UMW 34 Di Ott :a N I lot 044 MI moo OCP y u C a' = i 1.,, �c C 1 •• R I I ono ow ei a , C U N `I v0 0 a a ylit to G i 1 th, I I i FLORIDA -- DEPARTMENT OF TRANSPORTATION LAWTON CHILES WNOWNI 605 Suwannee Street.Tallahassee,Florida.32399-0450 REM G.WATTS GOVERNOR �_ SECRETARY • January 29, 1993 L.J. Nodarse & Associates, Inc. Ms. Leila Jammal Nodarse 807 South Orlando Avenue Winter Park, Florida 32789 RE: DISADVANTAGED BUSINESS ENTERPRISE CERTIFICATION Dear Ms. Nodarse: The Department is pleased to announce that your company has been certified as a Disadvantaged Business Enterprise (DBE) for a maximum period of one year, which is subject to continued eligibility and also subject to actions of any other governmental agencies which may affect the minority status of your firm. This agency' s certification enables the company to compete in the subcontract work of the Department as a minority owned and operated company. It is not a guarantee that the company will ( receive work. � r If at any time there is a change in the ownership and control of the company, a new Schedule "A" is to be forwarded without delay to the Department. If you desire recertification consideration, a new Schedule "A" must be submitted to the Department ninety ( 90) days prior to expiration of your current certification for agency review and consideration. Questions concerning the certification process may be directed to this office at ( 904) 488-3145. Sincerely, 4 �-Z Russell A. Waldon, Manager Minority Programs Office RAW:hj :1w CERTIFICATION EXPIRATION DATE JANUARY 28, 1994 L 10/1993 L.J. NODARSE & ASSOCIATES, INC. CURRENT CERTIFICATIONS ENTITY STATUS/EXPIRATION DATE Osceola County Prequalified to provide services May 3, 1994 FDOT DBE Certified January 28, 1994 (Reapply 90 days prior) FDOT Prequalified in work groups 9.1, 9.2 & 9.4 May 28, 1994 Hillsborough County Aviation DBE certified Authority May 5, 1994 Hillsborough County MBE certified December 17, 1993 Volusia County School District Prequalified to provide services May 11, 1994 Orange County WBE certified September 30, 1994 State of Florida MBE certified December 17, 1993 City of Orlando WBE certified October 31, 1993 Broward Hospital District WBE certified January 1994 Broward County WBE ceritified February 23, 1994 L (Page 2/Certifications) Palm Beach County M/W/DBE certified August 17, 1994 South Florida Water Management WBE/DBE certified District (Under Palm Beach County Intergovern- mental Certification Consortium* *ICC June 25, 1994) School Board of Palm Beach County WBE/DBE certified (Under Palm Beach County ICC) June 25, 1994 City of West Palm Beach WBE/DBE certified (Under Palm Beach County ICC) June 25, 1994 Port Everglades WBE certified February 23, 1994 Jacksonville WBE Certified Prequalified to provide services September 10, 1994 Metro-Dade County Prequalified to provide services May 31, 1994 Metro-Dade County DBE Certified July 31, 1994 Affirmative Action Plan #9682 June 30, 1994 Prequalified to provide services May 31, 1994 Geotechnical, Environmental & Materials ikw Engineers Related Experience Continuing Contract, Geotechnical & Mr. Alan Ispass, P.E. Hydrogeologic Services - 109 E. Church Street Orange County Public Utilities Division Suite 400 Water supply investigations for new well Orlando, FL 32801 field sites & well abandonments; 407/836-7200 groundwater sampling at CONSERV II Continuing Contract, Geotechnical Mr. Peter Newman Hydrogeologic & Materials Testing Services - 4000 Central Florida Boulevard State Board of Regents, University of Central Orlando, FL 32816 Florida 407/823-2477 3-story Computer Center Building; Gemini Boulevard Improvements; Physical Plant Expansion; and 200 acre acquisition at Central Florida Research Park Fellsmere Water Supply Services; CUP City of Fellsmere Assistance - c/o Masteller & Moler, Inc. (tio Permit level hydrogeologic investigation; Earl Masteller, P.E. well testing and installation 1623 U.S. 1 N. Sebastion, FL 32978 407/589-4800 Oak Hills Estates, Polk County, Florida - Ms. Janice Sommers 2,215 acre P.U.D. 1600 1st Street South Soil & hydrogeologic study; geotechnical Winter Haven, FL 33882 engineering investigation for proposed 407/839-1111 water treatment plant and wastewater treatment plant " City of Lake Mary, Sanitary Sewer Feasibility David Gierach, P.E. Study - Conklin, Porter & Holmes Geotechnical engineering investigation 500 W. Fulton Street and evaluation; recommendations for soil Sanford, FL preparation, backfilling, bedding 407/322-6841 materials and dewatering City of Mt. Dora, Monitor Well Inventory Mr. Rod Stroup Continuing geotechnical and City of Mt. Dora hydrogeologic services to the City of Mt. P.O. Box 176 Dora; well inventory and groundwater Mt. Dora, FL 32757 monitoring plan 904/735-7155 807 South Orlando Avenue♦Suite A•Winter Park, Florida 32789•Telephone 407.740.6110•Facsimile 407.740.6112 Related Experience -2- Water Treatment Plant Modifications, Hunters Mr. Ed Davis Creek, Meadow Woods and Orangewood, Orange CH2MHill County Public Utilities - 225 E. Robinson Street Assisting in design of additions to water Orlando, FL 32801 treatment plant; field investigation of 407/423-0030 subsurface soil conditions; geotechnical engineering recommendations; foundation design alternatives for each structure and site preparation specifications D.L.1. Properties - 497 acres, Seminole County - Mr. John Maloy Hydrogeotechnical consulting services and Duda Lands, Inc. stormwater management P.O. Box 257 Oviedo, FL 32765 407/365-2111 Avalon, 9,500 acre P.U.D., Orange County - Mr. Bruce Siciliano Hydrogeotechnical consulting services and FLAG Associates, Ltd. ADI/DRI preparation 18551 N. Tamiami Trail N. Fort Meyers, FL 33903 813/731-2700 Waterford Lakes, 1,827 acre residential Mr. Ralph Smith development, Orange County - Waterford Lakes, Inc. Geotechnical and hydrogeotechnical 12553 Lake Underhill Road consulting services Orlando, FL 32825 407/859-8330 Rohinsdale and Harriet Heights Water Distribution Mr. Michael Rudd System Improvements, Blount, Sikes Associates, Inc. Orange County Public Utilities - 1199 N. Orange Avenue Geotechnical engineering recommendations Orlando, FL 32804 and construction dewatering 407/894-3804 recommendations Ocoee City Hall - Mr. Montye Beamer, P.E. Continuing geotechnical engineering services 150 N. Lakeshore Drive and construction materials testing Ocoee, FL 34761 407/656-2322 Indian River County - Mr. Terrance Pinto Effluent disposal study and stormwater Indian River County design assistance; hydrogeologic engineering 1840 25th Street services Vero Beach, FL 32960 407/567-8000 L leL.J. Nodarse & Associates, Inc. Project Experience With The Florida Department of Transportation (FDOT) t. i © • t, *• . • JACKSONVILLE . 2 ... ti14u CI k {G • - �-" • alp DISTRICT 1 : Se L.J. Nodarse & Associates, Inc. Project Experience With Florida Airports k :f" PENSACOLA o.:`�,® O BAY COUNTY AIRPORT ,© FERNANDINA BEACH AIRPORT,� • • JACKSONVILLE .),. p' 0. '` ORMOND BEACH ' - AIRPORTfie i, , OBAY COUNTY AIRPORT , 1•`' L.J. Nodarse & ili�k`k , "' —Miscellaneous Airport Improvements and Renovations- Associates Inc Geotechnical Engineering Services&Construction iii" Materials Testing A� 7 ORLANDO pio,p ©FERNANDINA BEACH AIRPORT (1 ORLANDO INT'L AIRPORT Ir ' s h —Fernandina Beach Airport New Apron and © V TITUSVILLE F ,t i Terminal Building.Two-story Office Building '; 4,1 tt kp+ t COCOA ,., li and Resurface Entrance Roadway—Subsurface Exploration, TAMPA INT'L { KISSIMMEE MUNICIPAL s=.. ;``V k��3 c Geotechnical Evaluation&Construction Materials Testing AIRPORT AIRPORT c h' ©ORMOND BEACH AIRPORT 0 1 •L • .f ' —New Tie Down Apron—Subsurface Exploration, TAMPA, AVON PARK AIRPORT • f iz +� , Geotechnical Evaluation&Construction Materials Testing • p k d ST.PETERSBURG ' i 11 a x lo ORLANDO INTERNATIONAL AIRPORT ... P p 4 z + —AGT System(Automated Guideway Transit)— Subsurface Exploration and Geotechnical Evaluation • WEST PALM �kpbr r" y ,. —Landside Terminal Expansion—Subsurface Exploration and BEACH Geotechnical Evaluation i a —New Airside Building—Subsurface Exploration and I BIG CYPRESS AIRPORT • . ' '' s"STM Geotechnical Evaluation ,ttfg ° • FT.LAUDERDALE ,�, 0: Ili` —Existing Landside Terminal Renovation—Subsurface Exploration BONITA SPRINGS „ t ,,, ', and Geotechnical Evaluation • MIAMI 2 �,9i�P ��° MOli tgi ' ©KISSIMMEE MUNICIPAL AIRPORT k Y bk A U r!I ' —Runway Extension Aircraft Apron- 14•40', Subsurface Exploration&Geotechnical Evaluation • 415a4124:04,%',111,r4:•"::::',''' ! i ' fi' k Q TAMPA INTERNATIONAL AIRPORT • i ,h „ otitt tig'e c i,litt —AGT System(Automated Guideway Transit)to Airside"A"— /�//-(�v� -r 1 Geotechnical Evaluation sa,N� `p>v W �, F i 0 AVON PARK AIRPORT —Runway Extension—Subsurface Exploration,Geotechnical Evaluation &Construction Materials Testing 1 1, 0 BIG CYPRESS AIRPORT i•r" > :•, —Runway Construction for Seminole Indian Reservation Airport— Subsurface Exploration&Geotechnical Evaluation SEPTEMBER 1993 807 S. Orlando Ave., Suite A • Winter Park, Florida 32789 • 407-740-6110 • FAX 407-740-6112 I Proposal for ceotechni7fnineerin9l �� Testing Services . Due Date October 21 , 1993 Prepared for the: City of Ocoee 150 N. Lakeshore Drive Ocoee, FL 34761 1 Submitted by: Professional Service Industries, Inc. Jammal & Associates Division 1675 Lee Road Winter Park, FL 32789 (407) 645-5560 1 4`fi Contact Person: Mr, Gerald R. Sell 1 Professional Service Industries, Inc. 1 . Professional Service Industries, Inc. Jammal & Associates Division October 20, 1993 Ms.Montye Beamer Director of Administrative Services CITY OF OCOEE 150 N.Lakeshore Drive Ocoee,Florida 34761 Dear Ms.Beamer: recent"Request for Proposal",PSI/Jammal &Associates is pleased to submit our letter Per your eq po , of interest and qualification package to provide Geotechnical Engineering and Testing Services under a continuing contract with the City of Ocoee. After careful review of your Scope of Services,we fully understand what is required of our firm to successfully complete any item on the contract and are committed to providing a technically superior and cost effective program using in-house personnel. PSI/Jammal&Associates is one of Florida's most respected and trusted engineering funis and is totally dedicated to providing services on time,within budget and in a professional manner. Our unique team of engineers, technicians and inspectors offer your growing city full spectrum, in- house capabilities, along with a wealth of knowledge and experience to meet any challenge associated with the requirements of this continuing contract. This contract and each of your projects are very important to us and we will not take them lightly. This is verified by our recent involvement with the construction of your new wastewater treatment plant. In the preparation of this package, and have endeavored to show why PSI/Jammal is best qualified to perform the Geotechnical Engineering and Testing services that you have requested. We work throughout southwest Orange County on a daily basis and will, therefore, be productive on day one. Thank you for your consideration.We look forward to serving as your Geotechnical Engineering and Testing Consultant and serving the City of Ocoee in any manner. Sincerely, PSI/JAMMAL DIVISION Gerald R. Sell Business Development I C 1675 Lee Road • Winter Park, FL 32789 • Phone:407/645-5560 • Fax:407/645-1320 L TABLE OF CONTENTS SECTION 1 Introduction PSIIJammal History SECTION 2 Professional Qualifications Firm Personnel Equipment SF 254 SF 255 SECTION 3 Past Performance Continuing Contracts Individual Projects SECTION 4 Workload SECTION 5 Location SECTION 6 Insurance SECTION 7 Additional Data SECTION 8 No Conflict of Interest SECTION 9 Public Entity Crimes Form SECTION 10 Financial Statement I Mme' SECTION 1 INTRODUCTION • Legal Name Professional Service Industries,Inc. (Jammal &Associates Division) Federal Identification Number 37-0962090 Address 1675 Lee Road Winter Park,FL 32789 Telephone Number (407) 645-5560 HISTORY Although Jammal & Associates was established in 1975, current professional and technical personnel have provided geotechnical,hydrogeologic and environmental engineering,in addition to construction materials testing and inspection services,to the Central Florida community for over 30 years.In 1989,Jammal&Associates was acquired by Professional Service Industries,Inc.thus forming one of the nation's largest independent materials testing consultants.Throughout the years, the firm has successfully grown to be one of Florida's preeminent consulting engineering firms.In part,this growth is the result of providing innovative and cost-effective solutions to even the most difficult of sites,and ensuring real value for your engineering dollar.This is evidenced by our most recent work on your municipal golf course,and our own Winter Park headquarters building which was built on a former"garbage dump"in 1983. Known in Florida as PSI/Jammal & Associates, the firm continues to provide excellence in engineering and can promise technically superior and cost-effective services for all of your projects. 111i Ocoee/93 SECTION 2 PROFESSIONAL QUALIFICATIONS Firm PSI/Jammal&Associates Division continually maintains certification by all pertinent regionally and nationally recognized engineering and testing laboratory certification bodies relative to the types of services normally provided. The following is a current list of associations in which PSI/Jammal holds certifications or memberships: • • Florida Department of Transportation • American Council of Independent Laboratories • American Concrete Institute • Engineering Laboratory Forum/Florida Concrete Products Association • National Institute for Certification in Engineering Technologies • American Welding Society • Concrete Materials Engineering Council • American Society of Nondestructive Testing • American Society of Certified Engineering Technicians • American Society of Civil Engineers • Florida Board of Professional Registration • American Society of Testing and Materials • Southern Building Code Congress • Construction Specifications Institute • American Industrial Hygiene Association • National Asbestos Council In addition to the aforementioned certifications, all testing procedures are conducted under the guidelines of ASTM E-329, where applicable, and, in all cases, a full-time Florida Registered Engineer is in responsible charge of all engineering inspections and materials testing procedures. Quality assurance procedures are documented in our Quality Assurance Manual and Procedures for general projects. A copy of this manual is available for your review. Our certifications,skilled personnel and years of experience allow PSI/Jammal to provide the most comprehensive package of professional services offered by a single-source geotechnical engineering/ testing company.In this regard,all of the services listed on the enclosed"Integrated Services"sheet are provided by staff personnel through the Winter Park office. This is not to imply that the City of Ocoee will routinely require all of the available services,but it should be comforting to know that should the need arise,the City of Ocoee can rely on PS I/Jammal as it's partner to resolve even the most difficult situation. �,v; Ocoee/93 E„, PSI/JAMMAL GEOTECHNICAL ENGINEERING INTEGRATED SERVICES Foundation Engineering I .Site Suitability Studies ENVIRONMENTAL SERVICES •Roadway/Transportation Studies •Level I Environmental Surveys •Foundations •Level II Environmental Surveys • Settlement Analysis •Petroleum and Hazardous Waste Contamination •Economic Analysis Assessments •Risk Assessment LI RCRA Compliance Inspections • Sinkhole Evaluations • State&Federal Compliance Inspections/Upgrades •Landfill Studies • SARA Title III Compliance Assistance •Borrow Material Suitability •Remedial Action Plans • Subsidence Investigation •Long-term Compliance Monitoring •Pile Driving Analysis •Long-term Remediation Effectiveness Monitoring •Underground Storage Tank Abandonment Monitoring/ HYDRO-GEOTECHNICAL SERVICES Certification • Solid Waste Facility Site Investigations •ADA/DRI Permitting Support ASBESTOS MANAGEMENT SERVICES •Effluent Disposal •Facility Surveys for ACM Determination •Stormwater Retention/Detention •Laboratory Analysis •Water Supply Testing&Permitting I .Operations and Maintenance Plans • Saltwater Intrusion Modeling •Training of Client Personnel •Groundwater Flow Modeling •Architecture/Engineering Abatement Specifications • Septic Tank Design and Permitting to •Construction Management of Abatement Projects •Lake Infiltration/Leakance Modeling •Drawdown Affects on Wetlands INDOOR AIR QUALITY •Groundwater Monitoring Plans . Visual inspection of building HVAC •Water Supply Installation&Abandonment •Comfort parameter profiling I • Microbiological sampling &analysis MATERIALS ENGINEERING &TESTING •Evaluation of type&composition of building materials • Soils •Comparison of data with ASHRAE,EPA&OSHA •Masonry guidelines •Nondestructive Evaluation •Threshold Inspection RADON CONSULTING SERVICES •Failure Analysis •Facility surveys •Pavement Design and Testing •Phase I,II and III screening •Foundations and Soils •HRS approved laboratory •Concrete I •Data analysis/recommendations • Site Improvements ANALYTICAL LABORATORY SERVICES ROOFING •Industrial Hygiene Testing • Roof Survey and Assessment •Environmental Pollutant&Hazardous Material • Moisture Evaluations Sampling •Design and Specification for New and Reroof LI PCB Detection •Material Testing and Analysis •Trace Metals Contamination •Roof Management Program •Pesticide Residue Contamination Treatability Studies •Quality Control Inspections I im; Ocoee/93 L X1 Ch V V �V �V V roc V� V�' V�"�VGn'Vy�VG"�V:n�Vl�`�V ��V n V V Vlj Et un n, nr�n ian� n��n -i-��n�Wn�--fin wn��n�un� .n�un��n�un��n�n� n��vP :nom 003 Svc v - WvP M -- . '-e =.4=-- -. = -_ IbELD- alt VI . „. .. .. . _ , .,, ...„.,„,_„... V, .. ., ...... . _......„.„..._:.__ ._. D..c Y - `-oo • rave ,::., -7"'-' ' iM 5M ciM JC M VC epartm2rtt of 'tate c Do v ' Dc EV TV N1:1 M BOG I certify from the records of this office that PROFESSIONAL SERVICE aim- -.,,t 7nr INDUSTRIES, INC. is corporation authorized to transact business in the State ofciCd ow/3 Florida, qualified on July 1, 1983. sVL DgC The document number of this corporation is 856982. DrC ?nt' r i kVS2 .'� C2 Ifurther certify that said corporation has paid all fees and penalties due this office vVyv through December 31 , 1993, that its most recent annual report was filed on f �xC 1-4()%. a nt.3 February 25, 1993, and its status is active. =;VL' "QVC I further certify that said corporation has not filed a Certificate of Withdrawal. QVC ;1n - 7 11-1 c Dog n 1VL' vc 7n C Sibert ttnti r rliv !pub ana die t Orcnt meal of ti c sitati of lflariba, 6531:n , nC at Qallal)a552r, tl)cCapital, tl)i5 tiie 'VC Second bay of March, 1993 FA ivy r DC �t1 (:::;21...." �8 =fit—Z.._ _,mss; - m D C .s,,1 1 ce,„ .:::-;: :y c7= ,...sepi.„:74. e)-C '4, -.,:,,.„,,, Hc,°,-, Sao wE.i� l x..., ,, ecrctary ut Mute �nC CR2E022 (2-91) SV7,V VL'N`'V�°��V,,,,L'°��V,,l��'�VL'°VL°��V,,��=..°VL"'Vim°VL°V °�V °��V,,��,, Vl'°V"'c VL°n��V'FS!hhcnc�ncNc,f' gnr n D ca r n S n,71312 (RI cbnc I -,VVC C�Vmm C fC�Cs VC fC C C� C C CVG ^C C ^ C n dn,Wn nkG n,..: mc„,),,n n utn,G,n,,,,,, to un,Gn,Gn GIJ -..8,6 J 6� - VP C VP :Mt alaz = vc 0 Svc -WP ate __ = ,„: tO f .3} swP Li...m,3 _ _:.,_ *'- '7 .t— . r . - -::z----- - l . ..• JP ==.-X-' _ t---:,.7" z VP W▪ P - : ._11:`. - yam =. enc'Vc -� s � — . - Svc =J0 cnr F:' dCn'z epartment of tat' �v� Gnr E.: P zuja p v .tc ern ge.1 nrI certify from the records of this office that JAMMAL AND ASSOCIATES, INC_ . is - C a corporation organized under the laws of the State of Florida, filed on ( V2 July 30, 1975. QVC • n VL The document number of this corporation is 481433. DC n • VL QVCC I further certify that said corporation has paid all fees and penalties due this office nr ED• L2c12 through• December 31, 1993, that its most recent annual report was filed on QVC in up. February 26, 1993, and its status is active. sU n nr ,tVJ2 I further certify that said corporation has not filed Articles of Dissolution. . RA E. .K-,_ . r • „(,�UP AVL' ,ICR:i ,VL „ N �'VL • _AUC c iueti uiibrr nip f�anD anti tije �V ' rrat Viral of tl�e Mate of jftoriba, Dn at Za1Ialta55er, tiir Capital, tl�i5 tl�e SVP ZX Fourth Day of March, 1993 0J2 04 SHE sT,v� QVC 'VC I .• I,: , - _ _ %-". D C r .,• •-: '._'--. - __,..., QVC 0,, j-7,;5.4.°x - a� X�e� GtlJ1V VP ur err'• _: _•-p.. ._.;i___,_ ,.eer",2174.. :,,,,,,,,. c:%.u: .:„...!-g-.7. ...cy E-DX 4 7 fici, m C ,,' Jtm ,sIttit� °VL CR2E022 (2-91) �ecrclury of cftute •z Vc�'Vc VP VP V1-2 Vc°`V12°`VL'°VL'°VL"'`VP2KX:r Vc�VP-2 VL'°()Pc'Vcc Vj- VL VL Vy VPG V' � C CN CDC COCpCD CzCD C C C4C CDAC C 1n� n , nirin nir n\;,�n n„r,n�,n� nr�7nrG Mani;�nren Q MC,Cki0 nr�nrG n QC,M,n , FLORIDA A DEPARTMENT OF TRANSPORTATION L1WTOrtrIO 605 Suwannee Street Tallahassee.Floridao; 323940450 wveu+oR aa,G.WATTS June 11, 1993 L Ms. Jacqueline A. Borrowes rBusiness Development Manager Professional, Service Industries, Inc. 1675 Lee Road Winter Park, Florida 32789 Dear Ms. Borrowes: The Florida Department of Transportation has reviewed your application `for qualification package and determined that the data submitted is adequate to qualify your firm for the following types of work:. Group 9 - Soil Exploration, Material Testing and Foundations 9 . 1 - Soil Exploration 9 . 2 - Geotechnical Exploration Testing 9 . 3 - Highway Materials Testing 9 . 4 - Foundation Studies Group 10 - Construction Engineering Inspection 10. 3 - Construction Materials Inspection Your Notice of Qualification shall be valid until May 28 , 1994, at such time as your December 31, 1993 overhead audit will be due to comply with the Department's 150 day, requirement on overhead audits. We will automatically notify your- firm 45 to 60 days prior to your- update deadline. Should you have any questions, please feel free to contact me at 904/487-3487 . Sincerely, (RJZC .. Q E . Q� oma. Lorraine E. Odom Professional Services Qualification Administrator ( LEO:KA:hh •I PERSONNEL The Winter Park headquarters office of PSI/Jammal&Associates will be responsible to administer this contract.All geotechnical,hydrogeologic and environmental engineering,as well as construc- tion materials testing services are provided through this office. Mr. Doug Hearn, P.G., is the Senior Hydrogeologist of the office. He will serve as our Project Manager for this contract, and will be your primary point of contact. Mr. Hearn is a Registered Professional Geologist and is experienced in the management of continuing contracts.He will take an active role in all of your projects, coordinate all assignments of personnel and review all summary reports and invoices. He has the full support of the entire office and the authority to appropriate the necessary resources to help accomplish all engineering, testing or inspection assignments. Mr.Hearn has previous experience with water supply/water resources projects in the City of Ocoee. These projects include work performed directly for the City of Ocoee and its general engineering consultant as well as private development projects. He is also familiar with the City of Ocoee's effluent disposal projects and their permitting/status with the Florida Department of Environmental Protection. The most important element of quality work is the use of qualified and certified personnel. PSI/ Jammal & Associates provides in-house training and educational incentives to all technical personnel to become personally certified by appropriate organizations for the tasks performed. Without fail, the personnel working on your projects will have one or more of the following certifications depending on the tests and inspections which they perform: • FDOT Certified Plant Technician • FOOT Certified Roadway Technician • FDOT Certified LBR Technician • FDOT Certified Prestress Inspector •ACI Level I Concrete Technician • OSHA Safety Training •ACI Level II Inspector • Certified Welding Inspector • NICET Certified Technician • Florida Registered Professional Engineer • Florida Registered Professional Geologist The resumes of key members of our proposed team are presented following our organizational chart.All members of our team have previous experience working throughout southwest Orange County and providing services under a continuing contract. In addition, we have provided full construction materials testing services on your new wastewater treatment plant so we are familiar with your testing and reporting requirements.With this in mind, we will assure the City of Ocoee top quality services by using only qualified and certified personnel,modern calibrated equipment, following written procedures for testing and inspections, and being responsive to the changing needs of a growing community. MI 03 PROJECT TEAM C I City of Ocoee John Pulsifer,PE Jim Jammal,PE Senior Technical — — Consultant Project Director Doug Hearn,PG Project Manager CONSTRUCTION ENVIRONMENTAL GEOTECHNICAL HYDROGEOTECHNICAL SERVICES MANAGEMENT ENGINEERING ENGINEERING Dan Dunham,PE Bob Goehring,PE Ian Kinnear,PE Doug Hearn,PG Threshold Inspector David Beerbower,PG Don Budnovich,PE Senior Hydrogeologist Dave Barth Laboratory Manager Field and Laboratory Field and Drilling Drilling and Laboratory Field personnel personnel as required personnel as required personnel as required as required Mme; Ocoee/93 I DOUGLAS J. HEARN, P.G. Senior Hydrogeologist SUMMARY OF CAPABILITIES • Hydrology • Water Supply Development • Water Resource Evaluations • Groundwater Modeling EDUCATION M.S.,Hydrogeology,University of Florida, 1987 B.S., Geology, University of Florida, 1984 PROFESSIONAL REGISTRATIONS Professional Geologist, Florida, 1991,#0001279 PROFESSIONAL EXPERIENCE During Mr. Hearn's six year career, he has extensive experience in planning, coordinating and presenting in report form the results of subsurface and groundwater investigations performed throughout Florida with primary emphasis in the fields of water resource evaluations and groundwater analyses for public and private entities including the Seminole County and Orange County Engineering and Utility Departments, the Cities of Oviedo, Ocoee, Leesburg, Tavares, Lady Lake, Bowling Green, and private utilities and developers. These evaluations provided input to the preparation of permits for public water supply wells and water treatment plants, stormwater management systems, effluent disposal facilities, excavation operations and groundwater monitoring networks in accordance with regulatory criteria. These assessments utilized detailed groundwater flow and mounding models, including the U.S. Geological Survey 3-Dimensional Finite-Difference Groundwater Flow Model(MODFLOW). As a Hydrogeologist and Project Manager, Mr. Hearn has supervised numerous investigations and prepared comprehensive project specifications for projects throughout Florida.More specific project related experiences include: • Orlando International Airport - Irrigation well permitting and design, wetland enhancement,Orange County • City of Ocoee- Site selection,design-construction and supervision for lower Floridan Aquifer, 3,000 GPM production wells, Ocoee • City of Oviedo-Well rehabilitation and salt water intrusion evaluation,well design and aquifer performance testing,preparator of consumptive use permits,Oviedo • Seminole County-Heathrow Water Treatment Plant wellfield permitting,rehabilitation of existing well, and evaluation/design and aquifer performance testing for new production well(s),Heathrow I Douglas J. Heam, P.G. ra. Resume - Page(2) • Southeast Regional Service Center - Project and Field Manager for hydrogeologic studies performed as input to design/permitting of Hazardous Waste Incinerator and Ash Landfill Facilities,Madison • • Rima Ridge Recharge Evaluation - Performed hydrogeologic evaluations to evaluate recharge to the Floridan aquifer for approximately 20,000 acre site located in central Volusia County • City of Tavares - Design, construction and supervision of lower Floridan aquifer, 2,000 GPM production wells,Tavares • Montverde Country Club - Wellfield permitting, rehabilitation of existing well, and evaluation/design and aquifer performance testing for new production well(s), Lake County • Town of Lady Lake-Well rehabilitation, well design and aquifer performance testing, Lady Lake • Hydrogeologic evaluations and permitting for mines/excavations in Lake, Orange and Seminole Counties • Twin Rivers PUD, Seminole County • Eastwood PUD,Orange County • City of Oldsmar,Effluent Disposal System,Pinellas County • City of Winter Park,Effluent Disposal System,Orange County • City of Winter Springs,Effluent Disposal System, Seminole County • Meadow Woods PUD,Orange'County • Universal Studios Florida,Turkey Lake cut-off drain, Orange County • Highland Lakes PUD,Aquifer performance testing and evaluation,Leesburg • Wetland Drawdown Impact Evaluations, Southchase Planned Development, Orange County • Wetland Drawdown Impact Evaluations, Tuscawilla Planned Development, Seminole County • Wetland Drawdown Impact Evaluations, Excavation Operations in Lake, Osceola, Seminole and Orange Counties I Mme' L r S.E. "JIM"JAMMAL, P.E. Executive Vice President SUMMARY OF CAPABILITIES • Geology • Hydrogeology • Soil Mechanics • Foundations • Sinkhole Geology EDUCATION B.M.E., University of Florida, Gainesville, Florida, 1961 Graduate Studies, University of Central Florida; Hydrogeology, Advanced Wastewater Treatment and Soil Mechanics PROFESSIONAL REGISTRATIONS Registered Professional Engineer,Florida, 1973 Registered Professional Engineer, S. Carolina, 1973 Registered Professional Engineer, N. Carolina, 1974 Registered Professional Engineer, Georgia, 1981 PROFESSIONAL EXPERIENCE During the past 30 years, Mr. Jammal's dedication to geotechnical and materials testing engineering excellence has led him to recognition as the leading authority on Florida's karst sinkhole subsidence and as a pioneer in raising the consciousness of the geotechnical engineering profession in Florida. He has been in responsible charge of geotechnical engineering, and construction materials testing for more than 10,000 projects throughout Florida and the Southeastern United States. Mr. Jammal has been personally involved in more than 100 Florida sinkhole investigations and is frequently consulted by owners, developers, the media and government regarding the sinkhole phenomena. The combination of Mr. Jammal's technical expertise and management ability has enabled PSI/Jammal Division to grow from its inception in 1975 to more than 400 professional, technical and administrative support personnel with regional offices/testing laboratories in twelve Florida cities. t • Mr. Jammal has been especially recognized for his extensive knowledge and experience in: • Investigation of site soil and water conditions. • Engineering recommendations regarding site development feasibility and foundation systems. • Evaluation of hydrogeological conditions. rim I S.E. "JIM"JAM MAL, P.E. Resume- Page (2) PROFESSIONAL EXPERIENCE (Contd.) C, • Recommendations regarding disposal of stormwater and treated effluent. • Sinkhole and earth subsidence investigations. • Special studies regarding the control and correction of soil, groundwater and foundation conditions relating to dams, earthen retaining structures, reservoirs, airports, high-rise buildings, industrial complexes, commercial centers and major residential developments. In the early 1960's, Mr. Jammal's professional interest in the planning and design process for major land developments was the basis for what is today a highly beneficial service to architects, engineers and owners regarding hydrogeologic site conditions on major land developments. By working as an integral part of design teams, Mr. Jammal's hydrogeologic expertise has resulted in the maximum utilization of land. The importance of soil conditions, as they relate to stormwater and effluent disposal, as well as placement of structures has saved clients millions of dollars in development costs. Mr. Jammal's specific experience also includes investigations and foundation system recommendations on the majority of high-rise structures in Central Florida, the Orlando International Airport, Orlando Central Park, Plaza International, the Iron Bridge Wastewater Treatment Facility, Conserv II,Heathrow, Western Electric Plant, and the Bee-Line Expressway. Expressway, Universal Studios, the Hyatt Grand Cypress, the Florida Mall, the Rosemont Golf & Country Club, Westinghouse, Central Florida Research Park, Maitland Center and thousands of other projects. PROFESSIONAL AND CIVIC AFFILIATIONS American Consulting Engineers Council, Board of Directors and National Director The Florida Engineering Society, former Chapter President, Fellow Member, 1980 Florida Institute of Consulting Engineers, Board of Directors Professional Engineers in Private Practice Engineering Laboratories Forum,former Chairman Executive Committee Orange County Sewer and Water Advisory Commission, former Chairman PROFESSIONAL PAPERS "Karst Sinkhole Subsidence", presented at the Third International Symposium on Land Subsidence in Venice, Italy, 1984. Florida's Sinkhole Phenomenon; numerous presentations before civic, technical and L, professional groups regarding Florida's unique sinkhole phenomenon and specifically the Winter Park Sinkhole. L Mme' I S.E. "JIM"JAMMAL, P.E. Resume- Page (3) PROFESSIONAL PAPERS (Contd) Joint annual meeting and technical conference of the American Waterworks Association and the Florida Pollution Control Association; panelist on the technical session on Florida's groundwater, as well as technical presentation "Environmental Effects; Was the Winter Park Sinkhole Caused by Ground Water Pumping." Program Moderator, First Multi-disciplinary Conference on Sinkholes; Florida Sinkhole Research Institute, Orlando, Florida, 1984. HONORS • 1983 -Florida Engineering Society -ENGINEER OF THE YEAR • Governor Albert W. Gilchrist Award for Public Service, 1981 • Appointed by Florida Governor, Bob Graham to serve in 1980 as a member of statewide committee of experts in the field of dams and reservoirs. • Former representative selected by Florida Department of Commerce as a delegate to participate in U.S. Department of Commerce Sponsored Special Trade Mission of businessmen and professional people to visit countries in the Middle East. • Recognized for support in founding and development of the Florida Sinkhole Research Institute, 1985. L L t [r r L epi I JOHN M. PULSIFER, P.E. Vice President Construction Inspection &Testing Services • SUMMARY OF CAPABILITIES • Soils&Construction Materials Engineering Testing • Foundation Soil Evaluation • Pavement Section Design &Testing • Concrete Mix Design • Soil-Cement Mix Design • Roofing Analysis • Load Testing • Special Test Design • Structural Inspections • Metals Testing EDUCATION B.S.C.E., Civil Engineering, Clemson University, 1979 PROFESSIONAL REGISTRATION Registered Professional Engineer, Florida, 1986, No. 36154 PAPERS Sayed, Sayed M., Pulsifer, John M., and Schmitt, Roger C. "Construction and Performance of Shoulders Using UNRAP." Journal of Materials in Civil Engineering, ASCE, Vol. 5, No. 3, August 1993. PROFESSIONAL EXPERIENCE Mr. Pulsifer serves as a Vice President in the Construction Materials Testing Division for PSI/Jammal in Winter Park. He is responsible for the planning and management of field investigations, construction materials testing and nondestructive testing accomplished by nine engineers and more than 50 engineering technicians. Experience includes extensive consultation for construction of industrial facilities, power plants, public and private buildings and infrastructures. Mr. Pulsifer has been responsible for all aspects of soil and construction materials testing and threshold inspection for a wide variety of construction projects. Duties include project management site inspection, engineering review of field and laboratory data,report preparation, failure analysis and evaluation, expert witness and materials consultation. C pryv C L DANIEL J. DUNHAM, P.E. Department Manager Construction Inspection &Testing Services C SUMMARY OF CAPABILITIES to • Soils&Construction Materials Engineer • Structural Inspections • Materials Evaluation EDUCATION • B.S.E., University of Central Florida, Civil Engineering A.A., Cumberland County College (New Jersey), Math/Science • PROFESSIONAL REGISTRATION L Registered Professional Engineer, Florida, No. 36782 Examiner for the ACI Certification Program,Levels I &II Registered Threshold Inspector, Florida, No. 0928 E PROFESSIONAL EXPERIENCE Mr. Dunham is responsible for the planning, supervision, data review and evaluation, and responsible for construction materials testing services for several hundred projects throughout Central Florida, ranging from residential lots to multi-story high-rise office buildings. Specific project experience includes the following: • Orlando Naval Training Center Projects - Electronics Training"A"School - Firefighting Training Facility - Chiller Enclosure E _ Gallies Renovations Barracks Project B.E.Q. Laundry Facility • Mary Queen of the Universe Shrine,Threshold inspection- Orange County E. • Middle School"AA"Gymnasium,Threshold inspection - Seminole County,Florida • Baptist Medical Center Children's Services, Threshold inspection - Jacksonville, Florida I. • Holmes Regional Medical Center Multi-Use Building,Theshold inspection, Melbourne • St. Lukes Lutheran Church, Threshold inspection, Oviedo, Florida • Seventh Day Adventist Church at Florida Hospital,Threshold inspection,Orlando • Cinemark Theatre at Highland Lakes,Threshold inspection,Orange County,Florida • Astatula Landfill -Ash Basin Clay Liner,Lake County,Florida • Orlando International Airport,Airside 4 Apron and Terminal • Barnett Plaza-Orlando,Florida • Atlantic Bank Building-Orlando,Florida • Orlando Public Library Expansion - Orlando, Florida Wa I DANIEL J. DUNHAM, P.E. Resume- Page (2) • Radisson Hotel - Orlando,Florida • Florida Hospital Parking Garage&Professional Office Buildings- Orlando,Florida • Westinghouse Steam Turbine Division World Headquarters- Orange County,Florida • Sheraton Hotel at Maitland Center- Maitland,Florida • Several Office Buildings at Maitland Center- Maitland,Florida • Iron Bridge Wastewater Treatment Plant&Related Interceptor Lines- Orlando and Seminole County,Florida • Florida Mall -Orange County,Florida E. • Lakeland Mall-Lakeland,Florida • Melbourne Mall- Melbourne,Florida • City of Orlando Projects from 1982-84 and 1988 - Present-Orlando,Florida • City of Tampa Projects from 1986-87 -Tampa,Florida • Seaboard Railroad System's T.O.F.C. Facility -Tampa, Florida • Several Barnett Bank Offices-West Central Florida • Orlando International Airport Projects - Secure 4 Road at Airside Apron - Fuel Distribution System Taxiway J& K - Airside 4 Apron and Terminal • Tampa International Airport-Tampa, Florida Airside"F' Building - Airside"F'Apron Area - Automated Transit System Structure to Airside"F' - Airport Roadway and Parking Improvements. to • t t 1I1i I ROBERT L.GOEHRING, P.E. LVice President Environmental Management Services I SUMMARY OF CAPABILITIES II • Geotechnical Engineering • Structural Engineering • Foundation Design • Design with Geogrids/Geotextiles • Sinkhole Assessments and Remediation IEDUCATION M.S., Structural/Geotechnical Engineering,Iowa State University, 1981 c. B.S.C.E., Civil Engineering, Iowa State University, 1979 PROFESSIONAL REGISTRATIONS fis Registered Professional Engineer,Florida, 1984 Registered Professional Engineer,Wisconsin, 1984 Registered Professional Engineer, Georgia, 1987 HONORS 1990 Young Engineer of the Year for Florida awarded by Florida Engineering Society PROFESSIONAL EXPERIENCE Mr.Goehring has completed hundreds of projects involving soil investigations for site suitability and foundation support of Central Florida's largest public and private projects. Mr. Goehring's land development experience includes participation in Development of Regional Impact (DRI) applications on a 690-acre site in western Seminole County, a 840 acre tract in northern Polk County, and a 700 acre site in Lake Mary. Analyses defined buildable areas, indicated groundwater tables, muck contours and provided input for early land planning. Mr. Goehring worked with planners on a master development plan for Deseret Ranches of Florida, a site encompassing 250,000 acres of land east of Orlando. Mr. Goehring has acted as the Geotechnical Consultant for the proposed Western Extension/Turnpike Connector, Western Beltway, Southern Connector, Central Connector and the Southern Extension Connector, all major sections of Orlando's new loop beltway. EIn the commercial sector, Mr. Goehring has been responsible for the foundation recommendations on some of Orlando's premier projects including: E • The 27-story, $100 million Peabody Hotel which incorporates a deep pile supported foundation which enabled construction of the structure over sinkhole conditions. Construction of a below grade level required evaluation of cutoff drainage systems and waterproofing of walls and floor slabs. • VA Hospital, geotechnical siting study, Orange County to FM I ROBERT L GOEHRING, P.E. Resume - Page (2) • Waterman Memorial Hospital,performed geotechnical study on the new addition • Florida Hospital, performed numerous geotechnical investigations for the Rollins and Altamonte Springs Campus including parking garage and walkway, groundwater monitoring plan and high-rise wing • The Orlando Sports Arena involving high capacity uplift piles. The main playing floor was installed at a level 10 feet below original grade. This required evaluation of waterproofing and underdrainage systems. • An addition to the Orange County Civic Center which doubled its size. Extensive investigation was performed to assess sinkhole potential and appropriate foundations. • The 14-story Crowne Plaza Hotel at Florida Mall. • Jacksonville Piggy Back Expansion, Geogrid design and foundation study. • Semionle County Complex Com lex constructed over a closed sanitary landfill. • First Florida Processing, Hazardous Waste Processing Facility, Foundation study and sinkhole assessment • Design of several steep geogrid reinforced slopes including the 55-foot tall Typhoon Lagoon embankment at Walt Disney World • Consultations with City of Winter Park when the famous Winter Park Sinkhole reactivated in 1988. Mr. Goehring has been recognized for his participation in a variety of projects involving surcharges including Winter Springs Boulevard, involving organics up to 100 feet in depth beneath the four-lane urban roadway. He was responsible for surcharing and monitoring a parking lot at the Grand Floridian Hotel built over 100 feet of organics and the new Cast Building parking over 15 feet of peat at Walt Disney World. For the Seaboard Coastline Railroad in Taft, Florida, Mr. Goehring was responsible for the design of a one mile long 400-foot wide pavement section at a major trailer-on-flat-car (TOFC) facility.His participation on the project resulted in a reduced thickness of pavement section by 50 percent over standard practice by the incorporation of shell-cement and subgrade preparation techniques. Prior to joining PSI/Jammal Division, Mr. Goehring was affiliated with a Wisconsin engineering firm where he was responsible for managing the firms Geotechnical Division. PROFESSIONAL PAPERS &AWARDS "Economic Development of Building Site Using Innovative Foundation Design and Site Preparation Techniques- A Case History," 1984 ASCE Joint Annual Meeting Mme' ROBERT L GOEHRING, P.E. Resume - Page (3) C "High Capacity End Bearing Piles Through Anomalous Soil Conditions in Central Florida," 1986 ASCE Joint Annual Meeting "Design and Construction of a Steep Geogrid Reinforced Embankment- A Case History," 1987 ASCE Joint Annual Meeting. Updated Paper presented at Geosynthetics 1991 in Atlanta,GA "What Does a Soil Report Really Tell Us?"presented at 1988 National ACI Annual Convention and published in Concrete International,July 1988 "Mann Road Sinkhole Stabilization: A Case History," 1989 International Conference on Engineering & Environmental Impacts of Sinkholes and Karst. Also appeared in Civil Engineering,December 1989. "Load-Movement Behavior of Long Piles in Deep Organic Deposit: Prediction vs.Performance," presented at 1990 International Canadian Geotechnical Conference. Engineering Excellence Honor Award from the Florida Institute of Consulting Engineers, 1989 Awards competion for the"Raleigh Street Embankment." "Raleigh Street Embankment"presented at 1991 International Geosynthetics Conference. "Affects of Soil and Water on the Roadway Design Process",presentation to various engineering groups. "Problems Associated with Western Extension of Orlando East-West Expressway and Western Beltway",presented to GMEC Annual Meeting and 1991 ASCE National Annual Meeting. Engineering Excellence Grand Award from FICE in 1992 for "Roadway Ramp Across Lake fr Bonnet". L I I ��i L DAVID C. BEERBOWER, P.G. E, Department Manager Environmental Services • E . SUMMARY OF CAPABILITIES is • Subsurface contamination assessment and remediation of soil and groundwater employing pumping,venting, and excavation methods • Drilling, soil sampling,coring and well installation methods and applications. • Application of borehole geophysical techniques. • Evaluation of real estate for feasibility of mining operations. EDUCATION M.S., Geology, Ball State University, Muncie, Indiana, 1977 B.S., Natural Systems,Defiance College,Defiance, Ohio, 1975 PROFESSIONAL REGISTRATIONS ti Certified Professional Geologist,Florida,No. 828; Indiana,No. 552 American Institute of Professional Geologists, No. 7480 OSHA 40-Hour and Supervisors Health and Safety Trained IPROFESSIONAL EXPERIENCE Mr. Beerbower is responsible for developing and managing the Winter Park, Florida Environmental Management Group which provides Phase I and II environmental site assessments, contamination assessments, remedial design and implementation, and environmental compliance programs. The division provides reporting and consultation on projects throughout Florida, acting as an intermediary with environmental regulatory agencies. LMr. Beerbower has managed numerous contamination assessments through the ensuing soil and groundwater remedial activities and site closure for clients that include several major oil companies,numerous industrial clients, and governmental agencies. He has extensive experience in regulatory and technical facets of the hazardous waste field and is well versed in CERCLA, RCRA, and UST regulations, as well as Florida and many county agency codes. Mr. Beerbower is familiar with remediation of soil and groundwater employing pumping, venting, and excavation methods. He is also familiar with subsurface sampling and well installation methods, borehole geophysical techniques, and the evaluation of real estate for environmental liability and mining feasibility. Project Experience • Chevron, Ocala,FL-Project Manager for the installation of an in-situ vapor extraction system along with a groundwater recovery system to remove subsurface hydrocarbons in an area of complex karst topography. • Florida Medical, Leesburg, FL - Completion of post-remedial monitoring and closure report for a hydrocarbon contaminated site following major soil excavation. • Coca Cola, Orlando, FL- Contamination assessment and removal of hazardous waste from a site during sale of the property. ��i DAVID C. BEERBOWER, P.G. Resume - Page (2) • Procter & Gamble, Mt. Dora, FL - Assessment of groundwater and soils below a contaminated, non-percolating retention pond. Subsequent draining and dredging of impacted soils to remediate the site. • Amoco, Tampa, FL - Preparation of contamination assessments and remedial action plans for 26 underground storage tank facilities. • AMAX, Knox County,IN- Installation of a monitoring system of wells for a potential coal mining field. • Chevron,FL- Monitoring of 15 active groundwater and soil remediation sites designed to take all sites to closure. Implement remedial system modifications where warranted. • Pesticide Formulation Plant, Orlando,FL- Soil assessment to determine pesticide and hydrocarbon contaminant levels. • Consolidated Bank, Orlando and Miami, FL - Contamination assessment, removal of hazardous wastes and storage tanks at former transportation facility impacted by solvents,used oil and diesel fuel. • Xemel Corporation, Osceola County, FL - Assessment and cleanup of former citrus grove contaminated with diesel fuel. • Atlantic Marine, Jacksonville, FL - Contamination Assessment of operating dry- dock/shipyard maintenance facility. • Hetra, Melbourne,FL- Contamination assessment at electronics manufacturing facility impacted by heavy metals, solvents and hydrocarbons. • Mt. Carmel, IL - Evaluation of core samples and geophysical log data prior to construction activities for a major fault-crossing and vertical mine shaft construction at Wabash subsurface coal mine. • Terre Haute, IN - Installation of a dewatering system to facilitate strip mining operations in a pit cross-cutting a glacial channel at Chinook coal mine. • Knox County, IN - Installation of a monitoring system of wells for a potential coal mining field Mme' IAN KINNEAR, P.E. Senior Consultant Geotechnical/Hydrogeotechnical Services SUMMARY OF CAPABILITIES • Geotechnical Engineering • Foundation Engineering • Groundwater Flow EDUCATION B.Sc.,First Class Honours (1976), Civil Engineering, Heriot-Watt University,Edinburgh, Scotland PROFESSIONAL REGISTRATIONS Registered Professional Engineer,Florida, 1982 Chartered Civil Engineer,United Kingdom, 1981 PROFESSIONAL EXPERIENCE Joined Professional Service Industries, Inc./Jammal Division in July 1989. Mr. Kinnear provides geotechnical and foundation engineering and consultation to public and private clients for a variety of buildings, pipelines, roadways and waste disposal projects. Plans subsurface explorations, undertakes engineering analyses and final report preparation. Project Manager and technical reviewer for large soil and foundation projects. Mr. Kinnear's land development experience includes participation in Development of Regional Impact (DRI) applications for numerous clients such as Disney's Magnolia Creek and the LPGA Golf Course in Daytona Beach. .• Foundation engineering and geotechnical consultation for projects at Disney World, Florida including Celebration,Disney All-Star Villages, Vacation Ownership property, Golf Courses 4 and 5, Reedy Creek Energy Services Landfill, Grand Boardwalk, Trolleyway System, Grand Floridian Hotel Conference Center, RCES Power Transmission Lines,Animal Kingdom Theme Park and Celebration. • Principal geotechnical engineer for foundation design and evaluation of sinkhole potential at the proposed Coleman Federal Correctional Complex, Sumter County,FL • Over the past 5 years Mr. Kinnear has provided technical support to Walt Disney World in their overall wetland enhancement and mitigation projects. Such work has included monitoring water level fluctuations and predicting/modeling hydroperiods for mitigation wetland sites. • Geotechnical engineer for two cogeneration plants in Central Florida (Lykes Pasco in Dade City and Golden Gem Facility in Lake County). • Principal geotechnical engineer for Dart Boulevard design projects between World Drive and SR 535 ��i IAN KINNEAR, P.E. E, Resume - Page(2) • Principal geotechnical engineer for BradleyCountyClass I landfill design in Tennessee (slope staility and bottomliner evaluatio ). Geotechnical design for closure of North Jacksonville Landfill • Principal investigator, sinkhole potential evaluation proposed power plant facility in Hardee County,Florida. • Evaluation of drivenP iles at EPCOT Center Drive/Buena Vista Drive interchange bridges and Bridge A2 over World Drive using a pile driving analyzer. • Consultation and engineering report preparation/review for numerous soil and foundation engineering projects throughout Florida, including both public and private sector clients. PAST EXPERIENCE A total of 8 years experience (1981 to 1989) with Dames & Moore in Florida providing consultation in soils and foundation engineering to public and private sector clients for a variety of buildings,pipelines,roadways, and waste disposal related projects. Some projects include: • Foundation engineering for residential, commercial and industrial premises in Florida, including planning for subsurface exploration, engineering analyses, and final report preparation. • Foundation engineering and analyses for hotels, bridges,roadways and utilities for the Disney Center Project at Walt Disney World,Florida. • Geotechnical and hydrogeologic engineering for a major water bridge over two roadways and one canal at Walt Disney World,Florida(French Connection). • Foundation engineering and analyses for the Citrus Bowl expansion project in Orlando, Florida. • Geotechnical consultation on canal slope stability and undermining problems for a project in Coral Springs, Florida. • Technical overview of construction operations for the wastewater effluent disposal system at Water Consery I in Orlando,Florida. • Foundation engineering and analyses for the North and South Broward County Resource Recovery Facilities. • Coordination of field work and laboratory testing for the Studio Tour project at Walt Disney World in Central Florida. • Foundation design studies for cogeneration plants at Disney World and Boca Raton. • Design and preparation of contract drawings and documents for an industrial landfill closure contract in West Palm Beach, Florida, including technical overview of construction operations. M�� I IAN KINNEAR, P.E. Resume - Page(3) t • Supervision of test embankment monitoring program directed at evaluating rainfall infiltration through a carbonate silt topliner seal of a sanitary landfill in south Florida. • Assessment of road pavement subsidence associated with the installation and backfilling of over 100 miles of sewer pipeline in southwest Florida, including E. recommendations for restoration. • Preparation of permit applications for, and design of municipal landfills throughout Florida. Design aspects included bottom liners, leachate collection systems, impermeable caps and gas venting systems. • Foundation engineering and analyses for a major sewage treatment plant, effluent disposal system and associated pipe network in Orlando,Florida. • Preloading and settlement analyses of highly compressible subsoils at commercial, residential and industrial development sites in south, central and southwest Florida. Projects have included the design and monitoring of surcharge fills. • Design and preparation of contract drawings and documents for a 20-acre clarification pond for a glass sand mine in central Florida. Assistant Civil Engineer,CH Dobbie &Partners, Ipswich,United Kingdom(1976-1981) cst • Foundation engineering for major highway schemes and related construction in the United Kingdom and North Africa. . • Computer-aided stability analyses of major cut/fill slopes in clays and sands. • Planning and supervision of subsurface explorations for roads, bridges and commercial/industrial premises. • Highway design,including computer-aided alignment analyses, design of culverts and retaining walls and contract preparation. • Transportation studies and origin/destination surveys for major road networks in the United Kingdom. • Design and construction supervision of a bulk grain storage facility at Lowestoft Docks in the United Kingdom. • Construction supervision of a major-sewage and drainage project in North Africa. I r pm L IAN KINNEAR, P.E. Resume - Page(4) PUBLICATIONS Co-author, "Surcharge Embankments at Walt Disney World" paper presented at the Geosynthetics North American Regional Conference in Atlanta,February/March 1991. Co-author, "Closure Design and Construction of Hazardous Waste Landfills Using Clay Sealants", paper presented at Hazardous Wastes and Hazardous Materials National Conference in Atlanta,March, 1986. Co-author"Deep Foundation Systems in South Florida: Past, Present and Future", paper presented at Annual Meeting,American Society of Civil Engineers,Fort Lauderdale, 1984. Co-author, "Precompression of Organic Subsoils for Foundation Support",paper presented at Annual Meeting,American Society of Civil Engineers,Orlando, 1982. I prfi r DONALD W. BUDNOVICH, JR., P.E. Project Engineer SUMMARY OF CAPABILITIES • Geotechnical Engineering • Foundations • Bridges • Roadways EDUCATION B.S., Civil Engineering, with Honors, University of Illinois, 1985 PROFESSIONAL REGISTRATION Registered Professional Engineer,Florida, 1989 PROFESSIONAL EXPERIENCE Mr. Budnovich is responsible as Project Engineer for the geotechnical investigation and evaluation of roadway/highway improvement projects, tracts of land for mid-size developments, • foundation support for low to mid-rise buildings, and bridges, as well as of stormwater retention systems. Mr. Budnovich has been the project engineer for several roadway improvement projects in Central Florida. Projects for the Orlando-Orange County Expressway Authority include: • The final geotechnical investigation for the Westerly Extension of the East-West Expressway from Kirkman Road to Good Homes Road, Orange County,Florida • The final geotechnical investigation for the Westerly Extension of the East-West Expressway from Good Homes Road to the Florida Turnpike, Orange County, Florida. • The preliminary geotechnical investigation for the Western Beltway, Part B, Orange County, Florida. • The final geotechnical investigation for the Western Beltway from Story Road to McCormick Road,Orange County,Florida. • The final geotechnical investigation for the Western Beltway from McCormick Road to Marshall Road,Orange County,Florida. • The preliminarygeotechnical investigation for the Western Beltway, Part B, Orange, Lakand SeminoleeCounties,Florida.g Mme' DONALD W. BUDNOVICH,JR., P.E. Resume - Page (2) Projects for the Florida Department of Transportation include the geotechnical investigation for roadway improvements to SR 551 from the East-West Expressway to SR 509, I-4/Lake Mary Boulevard Interchange as well as pile capacity evaluation on other FDOT projects. In addition to roadway geotechnical investigations, Mr. Budnovich has been the Project Engineer for over 500 geotechnical investigations in the Central Florida area. I r ��i LANCE REAVES,CET Department Manager Construction Inspection &Testing Services a SUMMARY OF CAPABILITIES • Field and Project Engineering • Soils&Construction Materials Testing • Threshold Inspection Representative • Foundation Inspection including Piles and Deep Soil Stabilization • Post Tension Inspection • Administrative Responsibilities • Engineering Report Preparation • Management of Construction Materials Testing Services EDUCATION High School Graduate CERTIFICATIONS Southern Building Code Congress International, Inc.-Certified Building Inspector ACI Certified Concrete Technician,Level II Campbell Pacific Nuclear Testing Gauge Safety and Testing Course NICET Certified Engineering Technician FDOT Certified Paving Technician AWS Certified Welding Inspector 163 PROFESSIONAL EXPERIENCE 1 Mr. Reaves serves as a Field Engineer and a Department Manager for PSI/Jammal and is responsible for coordination and management of a wide variety of soils and construction materials testing.He is skilled in laboratory and field testing procedures,as well as coordination of construction procedures and requirements. Over the past 14 years, his project experience through both the Winter Park and Ormond Beach offices include: Disney's Allstar Resorts R.C.E.S. Wastewater Treatment Plant Expansion Splash Mountain, Magic Kingdom Dixie Landings,Walt Disney World Magnolia Bend,Walt Disney World Disney's Vacation Club,Walt Disney World Disney's 4th &5th Golf Courses Buena Vista Palace Expansion Embassy Suites Hotel at Lake Buena Vista Citadel III 1Di L LANCE REAVES Resume-Page (2) Penta Hotel Park View Plaza Summerfield Suites Hotel Orlando Arena Project Orlando International Airport Expansion Daytona Airport Expansion UTILITY AND ROADWAY PROJECTS, including: Phases of Sweetwater Oaks Phases of Sabal Point Phases of Bay Hills Phases of Sky Lake South Alafaya Trail Expansion Phases I,II &III Zellwood Station SITE DEVELOPMENT,Including: MetroWest Development Huckelberry Volusia County Jail Orlando Central Park Warehouses Nova Village,Daytona Palm Coast Elementary School Volusia Plaza Volusia Mall Expansion FOUNDATION SOILS TESTING,Including: Clarion Plaza Hotel Radisson Hotel Reeves House Major Center Plaza Maitland Center Projects • Horizons 20-Story Condominiums Aliki Tower 20-Story Condominiums Aliki Atrium Moontide Condominiums Banks Commercial Structures MISCELLANEOUS TESTING SERVICES, including: Sinkhole Grouting Load Testing Pile Load Testing Pachometer Inspection Auger Cast Piling Demucking Control Reinforcing Steel Inspection Vibro-Flotation ��i 1 DAVID A. BARTH, CET Laboratory Manager SUMMARY OF CAPABILITIES • Management of Field Technicians • Testing of Soil/Concrete/Steel/Asphalt/Roofing/Pile Testing/Monitoring • Structural Inspections EDUCATION Brevard Community College Engineering Laboratories Forum Concrete Testing Training Course Troxler Electronic Laboratories Training Course PROFESSIONAL REGISTRATION American Society of Certified Engineering Technicians American Concrete Institute, Concrete Field Technician/Examiner Assistant Troxler Electronic Laboratories, Certified Radiological Safety Officer and Gauge Operator FDOT, Certified Asphalt Paving Technician FDOT, Certified Limerock Bearing Ratio Technician PROFESSIONAL EXPERIENCE Mr. Barth provides critical field management in the direction of more than 40 technicians and is extremely proficient in the planning, implementation, coordination and supervision of soils and construction materials testing services. Mr. Barth manages quality control testing programs on soils, asphalt, concrete, steel, pilings, pavement,foundations and other construction materials. In the area of subsurface investigations, he is proficient in all types of hand drilling equipment, truck mounted drilling equipment, auger and standard penetration test borings, dutch cone penetrometer, muck soundings and field reconnaissance, as well as the interpretation of NOAA, USGS, USDA Soil Conservation maps and aerial maps. His specialized testing background is extensive including pile load tests, pile logging, plate load bearing testing, in-place California bearing ratio testing, quantitative analysis of built-up roofing, fire-proofing test densities, and load testing of various industrial types of equipment, auger cast pile installation, pressure and chemical grouting. Mr. Barth's project experience in quality control testing in Central Florida includes Atlantic Bank, Century Plaza, Orlando International Airport, Sea World, Howard Johnson's Hotel at Lake Buena Vista, the Dutch Inn Hotel at Lake Buena Vista, the Vistana II Resort at Lake Buena Vista, Valencia Community College, Seminole Community College, the Hartford Building in downtown Orlando and the Westminster Towers. Additionally, he has been involved in the supervision of quality control testing on Miami's metrorail system, the Volusia Mall, Daytona Beach Community College and a major hotel in Nassau, Bahamas. L DAVID A. BARTH, CET Resume- Page (2) During Mr. Barth's career, he has been involved in virtually every aspect of quality control during construction and is a member of the Board of Directors of the American Society of Certified Engineering Technicians and a reserve naval mobile construction battalion (CB's)petty officer. I ��i I Table 1.1.Technician certifications and qualifications E .. .„..• .„. .„ . . ....................... ....,...:......:......,...„.„:::..........,....:„.....:............................................:......................... ,........„....„..................„...................„......„..„............. ••• ••••••.•.•• ................ ..............•......••.....„::::::::::::„„„„„:„.„:„......................... :„:„:„::.:„.„:„...„,„,„:::„:„..„•:.:„.._, .. ............ . .• ••..••••••••••••••••••••••••• . ..... .„ ... ............... ................................Ce„,„„i,„„..:...,,,...„„„„„;,,„„,„,.„„„„„,. :::::...,:,:,, rUl`�aUoR....................................... ............................. ..........................a Ckpa6.... >::.::::::>::::.:. .....::.... """""""""" .""".""""""""""....„...„.........•••••••••••••• .•..•...............................................„„„ ............. ...............................Persono ' Itl ...................„:„....„...:...................„ ,` eWf ,0 FD0I FOOT FOOT f00i ACI ACI „.......„.0...... E�ror0 : EnvxOi SpecgtT,sls< .....::::::...as:::,i,i,,,,.,...,::::i::,,i,i,i, ,::::,.,:.:,..., ItICEf UUIUI' QO�er lad a ;Coni Soil part Rdil Plant ! lBR `Pleliesl l'; II .. > :< .:> rpTech : ptdiet. b P10.40M. D.Crouch I Inter Park 9 x X x x z x x x i.Griffin Winter Park 7 X X X X X X X X C.Ng 6 x x x Winter Park F.Smlh 16 x x x x x x x x x x Winter M.Wilson 1 x x x x x x Winter Park G.St¢nstrom,PE 42 X X X z X X X IInter Part A.Gars 19 x x x x x x x x x x x Winter Park J.Brooks 1 x x x x x x x x x Winter Park J.Cannon 8 x x x X X X Winter Park H.Carter , Winter Park 10 x z X x X x X X z S.Mdlellan Winter Park 15 x x x x x x x x 1 W.Rol,CET 26 x x x x x x x x x x Wider Park F (.Johnson Winter Park 31 x x x x E . ��; Ocoee/93 I Table 1.2.Technician certifications and qualifications EI -,',,::,"!.,:.vI:—,"l..i:'!,.!:":.:.I:"!:,'"!..:.''.:..,"::.:;:.,'"!i.:;,''!.::,:.::.'i...,.."i:,:':i.::'.:.::...i.:::....:::.-1.i:.,...i.::n.,.,,..:,:-.",.:.,'.i,"i.::'..i."'i.,.i,;'".,..,i.,'i„,-:;,'ii.,'i.,-::.,:: :-::,v:,,ii:.•i"iI:,.i..,i:i....l.,.'i-:i ,.i,..,.....,i.,.,....-.:,.,,!.::,.,....:.1.,..,-,.,..„..,,.....:,,.,.,.,.,..,,,.,,,.,..,.,..!,.::::..:,:,•:,..1.,..,,..,.,,.,.,.,..,.,.,.,.. Cer..tlrc,,.......Oor�............,..•,......,....,...L...........:........:....-.......c..--..i.;..::.:..:.•...•:....•-•:..........,-....:.................,...:...:....,:::.:.:,-:,:..:.:..:..:...:...-....,....-.„..:,.:..:....„:..::..::.:.:..::... ...:........:.:.:...:...:.:......:...:.....,.,.......:...-...............-.::....:....:........:........:......::..:..;:.....„......„.....:........:............:.„.:...„..: t;pakdrG.:a Pet,,,llONi FD . ED I >Nie .,..,:.:..:..-:.....:.....::....1....:...1:...'„1.... 0!..:,1.•:: . S„„::„...,„,1...1..,..,:,„:.0......„,.c,...,.,,,,:.„, . '""""":... FOOT FOOT DY OT pC ACI NICET OSIU Offer 4.k �Sp` Cay 'Soil .part P Rdo Plaid IBR. ;Franz: I N M Tei DSII r .. ... rag' K Moloney 4 % X Winter Part K.Tufts 27 x x x x x x x x X Winter Park kITIIY16 11 X X X X IWinter Park N.Miller 2 X X Winter Pail P.Gilson 12 x x x x x Winter Park D.Trndell 3 % X X X Winter Park D.leucker 10 X X X X X Winter Park J.Prater 2 % % Winter Park P.Robles 3 X % Winter Park D.Batchelor 3 % X Winter Park D.Race i % % Winter Park D.Redd 31 X X X Winter Park + D.Berry 2 X X Winter Park G.Feiner 3 % % Winter z . jju-T. Ocoee/93 I EQUIPMENT All measurement equipment and instruments are inventoried, marked and calibrated at required increments. Calibration standards are traceable to the National Bureau of Standards. Our headquarters office has full-service laboratory facilities, with in-house drilling, sampling, environmental and testing(including NDE)equipment.This office has more subsurface investiga- tion,materials testing and environmental testing equipment than any other geotechnical consultant in the state. A complete listing of field and laboratory equipment can be found on the following four pages. The large amount of equipment and staff available for this contract is significant because it ensures that the City of Ocoee needs can always be quickly and efficiently met. . .no matter what the emergency. mOcoee/93 Em r. FIELD & LABORATORY EQUIPMENT To better provide the highest level of responsive service and be assured of reliable and competent data,PSI/Jammal owns r and operates a modem fleet of drilling rigs and support vehicles,as well as state-of-the-art laboratories. .. MODEL/MAKE MODEL/MAKE QUANTITY LABORATORY-SOILS rir Sieve Sets (8 inch) Soil Test 4 k RoTap Sieve Shakers Tyler Shaker 1 Hydrometer Kits Soil Test 6 ow Automatic LBR Press Rainhart 1 r Antomatic Proctor Compaction Hammers ..Ranart <» »> :: 2 ifir Manual LBR Presst.1T>5 `''`< ` : 1 . .................................... Permeability Cells ra t ard``Kifirtan 6 . ....................................................... 6 r.ainar Kl r n:Triaxial Cells Triaxial Press ;•,;.k..:•Barinard Kilman 1 Consolidation Machines Soil Test • • �:;;:4.:...•, >'' .Balances (electronic) Mettler .:. 4. aFlorida Bearing Value Machine Unknown `f ' IDirect Shear Machine Karol Warmer .r: :.v {::;:n:' *Iv.n• h r nt .. • Go r•ase. es Test Apparatus (FDOT) 4 ~::::Fisc.,er/Mec o a :.g.., I FiIrnaoe(Loss'•of I rtctaort } > <' Sybon 2 £:: LBR Molds . :::: . ;':>:<:.:` Humbolt} >} 35 4.v} 1 #:?;:;:y::;.:.: «;> ...S�1CamenLputab ty Se SQ es <;:'<:: .:.........................:........ .................... }:::S.pit;1c;Gravfty:Kits.;::::<:::>:<;:::.; .:. Soil Test...%:::::;:,...:::....i,:.:. i .{',,•<.;}:..}: Atte. la:Limit:l�tt�.;::{{:.:. ...:.;:Soil;Test ,.8.,. ..$: };:{ . ::.:........... t.T l:Al3 R T 5RY A A p.A .a .....S.P..H :.::::...:..::..,::.::.:,:.Mteaar...r..,.s�..e.�..h.r..c...aa....a:..t:e.l:,.>.::.n:.:Pis.:.:•:r:....:..e:::.:::.s:.::.:.:..:::: ..:.::R.:.:..:.::..<::...::...:i�.«.:.:.::..:: ..:i' i:.....;:.:::..::XCi::.':::':?.:::...::.:'.:i ;..:;i.':".i,..::::.:::::.::i::..:i::..i:.:::i:..:i:i::.:>::..•:.:.;:v.:...:::{::r:.:i::: : :::::::i:.:::::::: :..;,: i:ii::::.::....:::•.�RRSya.otl.ir.nl:orSs:.ft::>.::Xin::. :.:.::.: :...: :.::::: ..l.:.» .:.:::::. : ..<:...{.»:.. : ..•. ><: :<.:.:..;;...:.::.. .::.... :..:>}:.; k.:•..:,:..:.4: :}. :.:{•:..,.-....,.,:}.}]...,; 4 _. Mar h 1f.:� esis;Nttt;reCot� 7 :: : :.::.:..::::.:...:.:: : 01..0.1 .::.: : : :. '•: 1..1,Ci.i!!::1 +{{." hw;:IIIIlit:" �:, niJk�• {, zN.tri.... :..Automat3cCom apUDr. m ....:.::.. ; : Blue t: :«<:::: :::::<:::<:::>:::< : >::>;::::::> :..:.. ... ... . .rquipmt forMix Desgns{St)...> <': ` 1CentrifugexSail:Test Et actox �5 Hfnbolt Mashafii: Uplds./...::...,.....,..:...:.,................,..„,...,:i... {.. • 1 L : :::::ilt I . ii Asphalt Vacuum Extractor . . Humb©It•: € 2. rv� wp1 NAME MODEL/MAKE QUANTITY LABORATORY-AGGREGATES "....: i."`.5. Gilson TraySieves Sets Gilson 1 _R ,► • ? .: LA Abrasion Machine Humbolt 1 a.o'` ▪' •'r Equipment for Carbonates & Organics (Set) Fischer 1 p.. Splitters Soil Test 3 Specific Gravity & Absorption Soil Test 2 <` K.y,• LABORATORY-CONCRETE Speedy moisture kit Compression Machines Forney 4 1•,,;•,, Length Change Equipment (Set) Forney 1 " Time of Set Equipment Forney 1 '} LABORATORY-MORTAR Length Change Equipment Forney 1 Time of Set Equipment Humbolt 1 : tIon Equipment Humbotw Table Forney 1 (1tip 1 y!) MISCELLANEOUS-FIELD Vibration Monitor Slope Indicator 1 Portable Load Frame Home Made 1 Troxler density/moisture gauge Field Office/Laboratory N/A 4 SOIL-FIELD • Nuclear Density Gauges Troxler 13 Sand Cone Kits Humbolt 20 ' Drive Sleeve Kits N/A 30 , : : -" Hand Augers Brainard Kilman 40 Hand Penetrometer N/A 40 >:': Pile Load Rams Simplex 4 •Hydraulic Pumps Simplex 2 > :::: NAME MODEL/MAKE QUANTITY lb,:: FIELD-CONCRETE Wit:it:,,. ,,'"'> , Slump Cone Kits Humbolt 40 :> ' Air Meter Pressure Forney 6 ,.k, s- >' • ,..< . Air Meter-Volumetric Forney 8 ;:. �.{lr... ., Maturity Meter Forney 1 '4',.00'. '> «> Schmidt Hammer Forney 6 Manual liquid limit determination Windsor Probe Windsor Test 1 System glia. i. Portable Laboratories Home Made 3 Dip Stick Floor Flatness Face Company 1 .: ` N: Coring Machines Target 2 ,`z.' .aselik ', '" ' ,is,.. .,...,, L Unit Weight Sets Forney 4 {, Concrete Beam Molds Humbolt 40 `.. VEHICLES "_---'""- Pickups-Testing Chevy 36 Flow table • Pickups-Drilling Support Chevy, DRILLING I 198910'x30'Aluminum Barge with 45-B Rig N/A 1 John Boat N/A 1 1988 Electronic Piezocone on 4x4 Intl Truck Hogentogler 1 . : 1974 Bombardier Track Rig w/45-B CME Rig CME 1 '. ;::. CME-55 Mounted on International 4x4 trucks CME 1 CME-45-B Mounted on AN Mud Bugs CME 6 Vicat device CME-45-B Mounted on F-700 4x4 Trucks CME 1 CME Auger Rig Mounted on 4x4 Trucks CME 1 Failing 1500 Mounted on Ford F-700 Failing 1 ''. ' _, .. CME 550 AN CME 1 • -. XX1410' 1,14 s:` 1t � ,. p. ii 0.:::.-L.:., e a S r'� Ro-Tap sieve shaker FIM 3 Wpk NAME MODEL/MAKE QUANTITY METALS-NDE Ultrasonic-Shear Wave Panametrics 5 Ultrasonic-Thickness Panametrics 2 j Magnetic Particle Prods Econ Spec. 1 Magnetic Particle Yokes Parker Probe ` 4 + Radiographic Cameras Iridiom iGamma Ind. 6 0e4 1 �;.•' i Radiographic Cameras-Cobalt Gamma Ind, 1 ` ' I Torque Wrenches Snap On 6 - Whilhelm Skidmores Whilhelm Skidmore 2 , .,v 4fm Mobile Darkrooms ' ; `' t E ►L <y £t :: yWilson 1 � ti i aR4n 4Hardness Brinell K44:stiu f: hWilson 1 -` 0 } ;p.fiHardness Rockwell M 'HElconoter 4Paint Thickness-Manual Paint Thickness Electronic Elconoter 1 Marshall test press Holiday Detectors Sterns 2 Liquid Penetrant Kits Magnaflux 6 f 414.1.W! : yr f G7 >: z y �'dY�:� �• <•4t.. ,'�'�+,' •�r spa '•4 A II Forney concrete compression Mt+/ �� Wpk 1 N C E ai fC V C cci 47)0 O O LO CO CO N c •C -O 0 r- 0 8 .2 N C7 .o. 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E o) o d W n es i = c f- cu a • • • a oca .- a F- c p 11- T r SECTION 3 C PAST PERFORMANCE PSI/Jammal & Associates Division extensive experience in the successful administration and completion of municipal contracts.Our personnel provide the materials testing,environmental and geotechnical engineering services to both public and private clients on a daily basis.In this regard, we have no learning curve to ascend and will be productive on day one. PSI/Jammal's project engineers and technical personnel have developed skills in managing the engineering,inspection and testing elements associated with continuing contracts. The relationship of different disciplines within the same firm allows PSI/Jammal to coordinate various aspects of a project. For example should a contaminated soil condition be encountered during construction, we can provide in-house the chemical analysis, soil borings, hydrogeologic modeling, monitoring of soil removal and backfill. Summarized in the following pages is a listing of recent municipal contracts which PSI/Jammal has provided services similar to those which could be requested. Also enclosed are several project profile sheets which describe specific projects and the services provided on each. With this experience,we believe that we offer substantial value to the City of Ocoee and have the necessary size,strength and financial stability to see the entire contract through to it's successful completion. ri2j Ocoee/93 E. RELATED EXPERIENCE Continuing Confracts Project Name 1 Client Date Complete Contact IDollar Amount (x$1,000) Firm Responsibility Phone Number Annual Contract for City of Provide geotechnical engineering City of Jacksonville Public Works Jacksonville Public Works services and construction materials Division Department testing(2 separate contracts) 220 E. Bay Street Ongoing Jacksonville,FL 32202 $100 Walter Hogrefe E. 904/630-1363 Nationwide Annual Contract for Environmental assessments Sears Sears Chicago,IL Ongoing Es $-- , it University - University of South Florida Asbestos surveys,abatement University of South Florida Annual Contract for Asbestos design,operations and Tampa,FL Services maintenance plans,monitoring for Ongoing 35 buildings at Tampa,Sarasota $100 and St.Petersburg campus I Annual Contract for Volusia Geotechnical engineering and Volusia County Public Works County Public Works construction materials testing Department Department services 123 W.Indiana Avenue 1994 DeLand,FL 32720 $1 Larry Hayduck 904/736-5967 Annual Contract For Leon Asbestos services Leon County School Board County School Board Tallahassee,FL 1993 $Open-end to Project Name Client Date Complete Contact Dollar Amount (x$1,000) Firm Responsibility Phone Number Annual Contract for Duval Asbestos surveys/abatement,air Duval County School Board County School Board monitoring,project management 1701 Prudential Drive 1992 Jacksonville,FL 32207 $265 E. Annual Contract for General soils and materials testing Hillsborough County Contracts Hillsborough County, FL contract Management 1992 505 E. Jackson Street,Suite S-300 $500 Tampa,FL 33602 William G.Punkar 813/272-5510 Annual Contract for Jacksonville Geotechnical engineering services Jacksonville Electric Authority Electric Authority,Jacksonville, and asbestos abatement,air 21 W.Church Street, 15th Floor FL monitoring,project management Jacksonville,FL 32202 1992 Roy Liles $50 904/632-5200 Annual Contract for Volusia Provide geotechnical engineering Volusia County School Board County School Board and construction materials testing P.O. Box 2118 1992 services DeLand,FL 32721 $100 Spencer Graves 904/734-7190 Annual Contract to Perform Geotechnical and Construction City of Tampa Geotechnical Engineering and materials testing services 306 E.Jackson Street Construction Materials Testing Tampa,FL 33602 Services,City of Tampa Eric Weiss 1992 813/223-8211 1. $210 Annual Contract,Metro-Dade Hazardous materials consultant Metro-Dade County County, FL Miami,FL 33128 1992 Tyrone Brown $300 Florida Department of Annual contract for geotechnical Florida Department of Transportation Transportation,District 5 Annual and materials testing services 719 S.Woodland Boulevard Contract DeLand,FL 32720 1992 Carl Jones to $450 904/736-5163 ��i L rE ti Project Name Client Date Complete Contact Dollar Amount (x$1,000) Finn Responsibility Phone Number University of Central Florida, Miscellaneous geotechnical University of Central Florida Campus Geotechnical Annual engineering services 4000 Central Florida Blvd. Contract,Orlando,FL Orlando,FL 1992 $Open End E, Annual Contract for Pasco General soils and materials testing Pasco County Utilities County Utilities,Pasco County, services for roadways,pipelines, 7536 State Street FL wastewater and water treatment New Port Richy,FL 34654 1991 plants,effluent disposal, Mike Kirkpatrick $200 stormwater,landfills and 813/847-8131 municipal buildings Li Annual Contract,Water Environmental services,water Duval County School Board Sampling& Testing, Duval sampling and testing Prudential Drive County, FL Jacksonville,FL 1991 Jim Hendricks $20 904/390-2000 Orange County Public Utilities Geotechnical and materials testing Orange County Public Utilities Annual Contract,Orange services 109 E.Church Street County, FL Orlando,FL 32801 1991 Ajit Lalchandani,PE $800 407/836-7217 Sarasota County Utilities Annual Geotechnical engineering and Sarasota County Utilities Department Contract,Sarasota County,FL construction materials testing 5570 Bee Ridge Road 1991 services Bldg C,S-1 bo $150+ Sarasota,FL 34233 Joe Brown 813/378-6144 Annual Contract for the City of Provide geotechnical engineering, City of Ocala Ocala construction materials testing P.O. Box 1270 1990-1992 services and environmental Ocala,FL 32678 $250 services William Broeck 904/629-8521 r ami I I I, . Project Name Client Date Complete Contact Dollar Amount (x$1,000) Firm Responsibility Phone Number Annual Contract For Florida Geotechnical engineering and Florida Department Of Transportation Department Of Transportation, construction materials testing 1901 South Marion Street District 2 services Lake City,FL 32055 1990-1992 Sastry Putcha $100 9041752-3300 Annual Contract for Orange Provide geotechnical engineering Orange County Public School Board County School Boardand construction materials testing 6200 Chancellor Drive 1990 services Orlando,FL 32809 $25 Robert Gallardo 407/352-0031 Emergency Response, Contamination assessment and State of South Carolina Contamination Assessment and remediation Department of Health& Remediation,State of South Environmental Control Carolina Annual Contract Columbia, SC 1990 $500 UST Consultant and Assessment, UST Consultant and Assessments City of Tampa City of Tampa Annual Contract Tampa,FL 1990 $200 I Annual Contract for the City of Provide geotechnical and materials City of Orlando Orlando testing services 400 S.Orange Avenue 1989-1992 Orlando,FL 32801 $75 Dave Metzker 407/246-2266 c, Wal-Mart Stores,Annual Annual contract to perform Wal-Mart Stores,Inc. Contract,Statewide geotechnical investigations and Bentonville,AR 1987 construction materials testing $ services r Mme' Project Name Client Date Complete Contact Dollar Amount (x$1,000) Rim Responsibility Phone Number Annual Contract to Perform Construction materials testing City of Tampa Construction Materials Testing services Tampa,FL Services,City of Tampa 1985-1986 $125,000 Florida Power Corporation Geotechnical engineering services Florida Power Corporation Annual Contract,throughout 3201 34th Street South Florida St.Petersburg,FL 1985 W.K.Thacker $Open-end 813/866-5151 L Zvi PROFESSIONAL REFERENCES The many municipal contract projects previously listed were completed both under annual contracts and individual projects.The following list is a sample of individuals for whom we have provided various services. ;11 City of Orlando 400 S. Orange Avenue Orlando, FL 32801 Contact: Dave Metzker (407) 246-2266 City of Tampa 306 E. Jackson Street Tampa,FL 33602 Contact: Eric Weiss (813) 223-8211 Florida Department of Transportation 719 S. Woodland Boulevard DeLand,FL 32720 Contact:Frank Jagger (904)736-5163 Seminole County School Board 1211 Mellonville Avenue Sanford,FL 32771 Contact: Scott Stegall, Construction Manager (407) 322-1252 L L p Nom; Ocoee/93 PROJECT PROFILE Sanitary Landfill/Effluent Disposal Site L LOCATION Lake County,Florida CLIENT Jones,Edmunds & Associates, Consulting Engineers 370 N. Waldo Road Gainesville,FL 32601 (904) 377-5821 CONTACT David Keogh PROJECT DESCRIPTION At multiple sites in Lake County,PSI/Jammal provided subsurface soil investigation, soils testing, hydrogeologic investigations and monitoring well installations for both an effluent disposal site and a landfill site. Subsoil investigations at the landfill site included Standard Penetration Test borings to depths of 115 feet, as well as auger I borings for piezometer installation. In addition to reviewing the hydrogeologic site conditions, staff hydrogeologists analyzed an E. existing monitoring well system and made recommendations for modifications. I At a wastewater effluent disposal site,investigations were carried out including a general and detailed subsurface program to locate and design emergency holding ponds. The scope of services included performing numerous borings,field inspections and laboratory tests to evaluate alternative locations, as well as options concerning lined and unlined ponds. The information generated by these studies were utilized for the purpose of permitting these facilities under FDER regulations. t t i; ii LF4/8/93 C PROJECT PROFILE City of Edgewater, Effluent Disposal System LOCATION Volusia County,Florida CLIENT Briley,Wild&Associates,Inc. PROJECT DESCRIPTION PSI/Jammal•Division has conducted a hydrogeologic exploration program and an engineering evaluation of the various soil and groundwater characteristics throughout the City to evaluate the potential average irrigation rate of residential areas,city parks and other municipal areas, schoolyards,cemeteries,etc. Our approach on these studies have been to characterize the soil and groundwater conditions within the City on an overall basis, utilizing available data such as the U.S.Department of Agriculture Soil Conservation Service soil survey, and supplementing this data with actual soil borings and permeability testing. A report is then prepared estimating the potential irrigation rate of each specified area which can then be used by the engineer to plan for the effluent disposal/reuse system. L C �/�/ WWD8/10/93 I t PROJECT PROFILE L. Effluent Disposal for Citrus Processing Facilities LLOCATION Various Locations,Florida E, CLIENT Numerous PROJECT DESCRIPTION PSI/Jammal Division has designed over 20 new and innovative land application, wastewater disposal systems for citrus plants. These systems typically involve wastewater treatment by a series E. of filtering systems and septic tank separation systems and disposing of the effluent by means of spray fields or percolation ponds. PSI/Jammal's involvement in these projects typically consisted of treatment system design,performing site hydrogeologic investigation,performing the hydraulic design of the system using state-of-the-art computer modeling techniques, and preparing the permit application and the necessary supporting documentation to fulfill the permitting requirements of the Florida Department of Environmental Regulation.We have also developed groundwater monitoring plans for citrus plants to comply with re- permitting requirements of existing systems. We have assisted all of our citrus clients in complying with regulatory requirements and completing the necessary paperwork in order to obtain a prompt and timely permit. Some of our clients include: • Oceanspray • Mims Citrus Growers •E Dundee Citrus Growers • Hillyard Packing Company • Bluegoose (Dole) • Hale Indian River Fruit Company • Hubert Graves Packing Company • Graves Brothers • Sun Citrus Corporation L 1 pm/ wWD8/10/93 PROJECT PROFILE Conserv II LOCATION West Orange County and East Lake County,Florida CLIENT City of Orlando/Orange County KEY CONTACT Gabor Delneky PROJECT DESCRIPTION PSI/Jammal Division was retained by the City of Orlando and Orange County to perform a complete hydrogeologic evaluation for the Water Consery II project located in western Orange County and eastern Lake County,Florida. ► The Consery II project involves the distribution of 50 MGD of highly treated sewage effluent to the sand highlands area of Central Florida. Because this is a sensitive groundwater recharge area, detailed hydrogeologic studies and environmental impact analysis were required. PSI/Jammal hydrogeologic assessments were used to design and permit an initial 16 MGD phase consisting of a series of percolation pond systems.These percolation pond systems, located within the grove areas, are designed to accommodate more than 25 MGD of effluent flow during periods when irrigation of citrus groves is not practical. In 1990 the percolation pond system was expanded to include 4 additional sites with an added capacity. PSI/Jammal has also been retained and holds a continuous contract to carry out the sampling and testing of groundwater quality at the overall Consery II project in accordance with the permitted groundwater monitoring program,per the Florida Department of Environmental Regulation. aritrim/ wwD8/10/93 PROJECT PROFILE Iron Bridge Wastewater Treatment Facility-Phase 2 LOCATION Orange County,Florida CLIENT City of Orlando PROJECT DESCRIPTION Expansion of the City of Orlando's 24 MGD Iron Bridge Sewage Treatment Plant required the identification of new disposal options. PSI/Jammal completed feasibility and site identification studies to evaluate disposal options and identify potential sites.The type of disposal options evaluated ranged from conventional spray irrigation and percolation pond systems to artificial wetlands and deep well injection.The target disposal capacity for the Phase 2 study was 16 MGD. The selected options were investigated in more detail and hydrogeologic reports were prepared for permitting. These options included percolation ponds (RIBs)and artificial wetland disposal system. L ��: WWD8/10/93 PROJECT PROFILE City of Chuluota, Chuluota Well Field Evaluation, Seminole County, Florida LOCATION Seminole County,Florida CLIENT Southern States Utilities 1000 Color Place Apopka,Florida 32703 Telephone: 407/880-0100 KEY CONTACT Mr.Aaron Perlowich DATE COMPLETED 1989 CPROJECT DESCRIPTION The proposed Chuluota Well Field lies in an area designated as a special condition zone by the St. Johns River Water Management District because of its proximity to an area of known poor water I quality. PSI/Jammal was asked to oversee the construction of one of two test wells constructed and to conduct an aquifer performance test and analysis. Coefficients determined from the aquifer performance test were used to create a model simulation of the proposed well field. Information from our tests and modeling were used as support for a Consumptive Use Permit for the Utility. The permit application and supporting hydrogeologic report was submitted to the SJRWMD. C C I E ff-73 GWSD10/20/93 PROJECT PROFILE Well Field Investigations, Hunters Creek Development LOCATION Orange County,Florida CLIENT GenStar Southern Development 7600 Southland Boulevard, Suite 102 Orlando,Florida 32809 Telephone: 407/859-8330 KEY CONTACT Mr. Roger Gatlin, Vice President DATE COMPLETED 1988 PROJECT DESCRIPTION PSI/Jammal Division was responsible for evaluating hydrogeologic conditions on-site in order to design both an irrigation and potable well field for the 4,000 acre planned unit development. The firm's responsibility included hydrogeologic evaluation of the site conditions,development of well designs, preparation of technical specification for well construction, well construction supervision,conducting pumping tests,evaluating hydrogeologic information and preparation of a hydrogeologic site assessment. PSI/Jammal was directly responsible for all aspects of the project which resulted in successful completion and permitting of an irrigation well field and potable water supply well field which are presently on-line. N�+I ��, GWSD10/20/93 PROJECT PROFILE Lake Nona Water Supply Investigation, Lake Nona Development, Orange County, Florida LOCATION Orange County,Florida CLIENT Lake Nona Corporation 201 S. Orange Avenue Barnett Plaza Orlando,Florida 32801 Telephone: 407/851-9091 KEY CONTACT Mr. Chris Deverell PROJECT DESCRIPTION PSI/Jammal Division was responsible for conductinga hydrogeologic assessment of he 7,000 acre Lake Nna development in the upper Floridan Aquifer. The assessment included evaluating existing information on the aquifer coefficients within the site vicinity,development of designs for both irrigation and potable water supply wells,development of construction specifications for the wells, well construction supervision,aquifer performance tests,evaluating hydrogeologic data, and preparation of a hydrogeologic assessment as supporting documentation for permitting. As a result of this study, the project development has the irrigation well field on-line and performing satisfactorily. PSI/Jammal is currently involved in the design and construction of the potable well field. All Consumptive Use Permitting with the South Florida Water Management District has been completed to date resulting in a successful project. I :2 M<+I GWSD10/20/93 PROJECT PROFILE Eastern Regional Wellfield Aquifer Testing and Wellfield Evaluation LOCATION Orange County,Florida CLIENT Orange CountyPublic Utilities Division 109 E. Church Street, 3rd Floor Orlando,Florida 32801 Telephone: 407/836-7200 KEY CONTACT Ms. Karen Allen PROJECT DESCRIPTION PSI/Jammal Division recently completed an investigation into the impacts caused by withdrawal at the County's proposed 20 MGD wellfield. This wellfield, located in the eastern portion of the County, is to be the central water source for the Utilities Eastern Region Service Area. This study included the construction of four deep wells, two into the upper Floridan aquifer, one into the lower Floridan aquifer and one into the confining unit separating the two aquifers. Long-term pump tests and other collected data were used to evaluate the safe yield for the wellfield and to determine the impacts of the withdrawals on others. Impacts to surficial water bodies and saltwater intrusion were also evaluated. As part of the investigation,3-D computer flow and solute transport models were developed,calibrated and utilized. Results of the computer modeling effects have produced favorable response with the St. Johns River Water Management District. L+� ��, GWSD10/20/93 PROJECT PROFILE Contamination Site Assessment, Remedial Design, Geophysical Survey and Bidding Services CLIENT Florida Department of Environmental Regulation LOCATION OF PROJECT LaBelle Cluster Sites STATUS Ongoing APPROXIMATE FEES $210,000 PROJECT DESCRIPTION The Florida Department of Environmental Regulation(FDER) assigned PSI four Early Detection Incentive (EDI) sites within two blocks of one another. These sites are designated the LaBelle Cluster Sites and have overlapping,combined contaminant plumes.Prior to mobilization, a QAPP Tearsheet and Site-Specific Health and Safety Plan were submitted to FDER.Petroleum contamination assessment activities have included a soil/groundwater contaminant tracking survey with a portable GC.Based on the tracking results,38 permanent shallow monitor wells and four vertical extent wells were installed throughout the four sites.Permission for off-site access was obtained from several property owners for the purpose of installing wells on area properties which appear to be impacted from the contamination. Soil/groundwater analyses revealed high levels of groundwater and soil contamination. A Ground Penetrating Radar Survey was conducted at one of the cluster sites (Yeomans Chevron).Eight previously unknown and unregistered USTs were located utilizing this methodology.Bidding services were performed for tank abandonment.The USTs have subsequently been abandoned in place. A Contamination Assessment Report(CAR) was submitted to FDER and subsequently approved.A Remedial Action Plan (RAP)is currently being developed for treatment of groundwater/soil contamination at one of the sites. rliiPi E . PROJECT PROFILE Contamination Site Assessment and Remedial Design CLIENT Florida East Coast Railway Company LOCATION OF PROJECT Bowden Yard Truck Fuel Facility STATUS Ongoing APPROXIMATE FEES $25,000 PROJECT DESCRIPTION Following notification and confirmation of discharge,the Florida Department of Environmental Regulation(FDER) requested the Florida East Coast Railway (FEC)to initiate site rehabilitation procedures at the subject site. Shortly thereafter, FEC retained PSI to conduct an assessment of gasoline and diesel oil contamination.PSI personnel conducted a field reconnaissance for the presence of local water supply wells and well records were obtained from the St.Johns River Water Management District and the City of Jacksonville. Regional geologic and hydrogeologic information was also obtained. Monitoring wells were installed and a groundwater/soil sampling event was conducted.The results of the sampling event identified and delineated the extent of soil and groundwater contamination. A free product plume was also detected and defined.The Contamination Assessment Report (CAR)was submitted to the FDER and has been approved. Following CAR approval,FEC contacted PSI to develop a remedial action plan (RAP)for the subject site.The proposed remedial plan can be described as follows:dewatering of the contaminated area via a well point dewatering system with the c _ total fluids recovered being pumped to a series of temporary bladder type collection tanks,excavation of the excessively contaminated soils,backfilling with permeable soils followed by repetition of the dewatering cycle.The total fluids recovered will be pumped from the collection tanks to tanker trucks and hauled away for off-site disposal. On-site and off- site treatment operations were considered and the off-site treatment option was determined to be the most cost effective for the client. . Mei PROJECT PROFILE Phase I Environmental Site Assessment PD&E Chapter 22 Study CLIENT Professional Engineering Consultants\FDOT ADDRESS 200 East Robinson Street, Suite 1506 Orlando,FL 32801 LOCATION OF PROJECT State Road 70 from 17th Avenue to 34th Avenue PROJECT TERM 60 days PERFORMANCE TERM 60 days DATE December 1991 APPROXIMATE FEES $3,890.00 PROJECT DESCRIPTION The project consisted of a hazardous materials evaluation based on the methodology described in Chapter 22 of the FDOT PD&E manual.The project included a records review to check for indications of present and previous land use that may be of environmental consequence.Regulatory files were researched for reports of known contamination problems. Following the records review, a site visit was made to look for signs or sources of potential environmental degradation. Particular attention was paid to any sites identified in the records and regulatory review during the site reconnaissance. Suspect sites with potential petroleum hydrocarbon contamination were screened for contamination using a flame ionization detector to check the headspace of soil samples per Chapter 17-770 FAC.The parcels were assigned final hazardous materials potential ratings based on the assessment activities. r�� PROJECT PROFILE General Preliminary Contamination and Contamination Assessment Activities CLIENT Florida Department of Transportation District Five 719 South Woodland Boulevard Deland,Florida Attention: Mr. Carl H.Jones (904) 736-5163 PROJECT DESCRIPTION Under a general contract,PSI/Jammal Division provides general environmental services for conducting both Preliminary Contamination Assessments, and Contamination Assessments for the Florida Department of Transportation District Five, located in Deland.This involves conducting soil and groundwater analyses on properties involved with existing or proposed FDOT road projects. Recent experience includes conducting a limited soil investigation adjacent to three sites along S.R. 15A in Deland,Florida, and an extensive groundwater sampling program along S.R. 551 in Orange County,Florida PROJECT - PROFILE Petroleum Contamination Assessment Orlando, Florida, Contamination Assessment for Jet Fuel Tank Spill CLIENT Greater Orlando Aviation Authority ty 5850 Cargo Road Orlando,Florida 32827 C. PROJECT DESCRIPTION The Orlando International Airport is located on property once occupied by an Air Force Strategic Air Command B-52 Base. JP-4 aviation jet fuel was delivered in rail tank cars to the West Side Fuel depot from the 1940's until the late 1960's. Aviation jet fuel (mostly Jet-A)is now delivered to the West Side Fuel depot from a pipeline originating in Tampa,Florida, to satisfy the fuel needs for the entire airport complex. Groundwater monitoring wells installed to meet Florida DER monitoring requirements detected the presence of free floating fuel product on the shallow groundwater table.PSI/Jammal was requested by the Greater Orlando Aviation Authority to determine the extent of contamination on-site,following guidelines established for interim remedial action at petroleum sites by the Florida DER. The complete delineation of contamination needed to be accomplished on a very fast track,due to the potential impacts on operations at the West Side Fuel Facility. In response to this,PSI/Jammal developed a monitoring well point installation technique,which enabled a monitoring well point to be established at a rate of 30 minutes per location.Each 1 inch PVC well point is pushed into the ground,utilizing the hollow drill stem of a dutch cone penetrometer rig.A ten foot section of 0.01 inch PVC well screen was utilized at each well point location. As a result,24 well point locations were established over a two day period. Through the use of this innovative technology, basic hydrogeologic aquifer characteristics were established within a one week period.The characteristics included direction of groundwater flow,delineation of free floating fuel product and delineation of the horizontal extent of groundwater contamination. Ma' PROJECT PROFILE Petroleum Contamination Assessment/Remedial Action Design and Implementation CLIENT Chevron U.S.A. P.O. Box 1706 Atlanta,GA 30301 Ann: Mr.Doug Howard PROJECT DESCRIPTION PSI/Jammal Division was retained by Chevron U.S.A. to implement a contamination assessment and remedial action plan for one of their facilities located in Tampa,Florida.Our task included the horizontal and vertical delineation of petroleum contamination both on-site and off-site,together with the complete aquifer characterization for remedial design. The remedial action plan called for the evaluation of various remedial alternatives,together with the selection of a recommended alternative for site clean-up.In-house services provided for Chevron U.S.A. included the installation, development,and testing of groundwater quality monitoring wells, aquifer characterization through pump tests, and data analysis and interpretation for regulatory liaison. E. Following approval of the Contamination Assessment Reports/Remedial Action Plan,a pilot test for site remediation will be undertaken, and will include either vaccum extraction for contaminated soils and groundwater and/or a possible combination with pump and treat of petroleum contaminants in groundwater. I per: PROJECT PROFILE Contamination Site Assessment, Remedial Design and Construction Inspection CLIENT City of Orlando LOCATION OF PROJECT Orlando, Orange County,Florida STATUS Ongoing APPROXIMATE FEES $74,000 PROJECT DESCRIPTION In June 1990 PSI was contracted to complete a Contamination Assessment Report(CAR)of a former busline facility prior to construction of a three-story structure by the City of Orlando. The completed CAR was submitted to and approved by the Florida Department of Environmental Regulation.More than 1,000 cubic yards of diesel fuel contaminated soils were removed during the assessment, and a Remedial Action Plan to address groundwater contamination was completed in September 1990. The five-well recovery system and integral piping was installed by PSI prior to initiation of construction of the parking garage in October 1990.The treatment system will be installed upon completion of parking garage construction in early 1992.Treatment incorporates an oil/water separator through which recovered water must pass prior to discharge to the municipal sanitary sewer system.PSI provided engineering services to assure that the treatment system was installed by the city's contractor to meet design specifications. The system will begin operation in Marsh 1992. Additional services included preparation of the discharge permit for disposal of the oil/water separator effluent. C Mme' L L L SECTION 4 WORKLOAD The nature of our consulting practice is performing many tasks of relatively short duration for multiple clients. This operating environment promotes the discipline required to be flexible and sensitive to changing client needs. With the current and anticipated lack of private sector construction in Central Florida, we have ample field and laboratory capabilities to rapidly and effectively serve the needs of this contract even during peak demand periods.Additionally,we are not servicing any DOT continuing contracts at this time, so the City of Ocoee projects will be our top priority.We are ready to start today. PSI/Jammal recognizes that rapid response to requests from the City of Ocoee is critical.We will do whatever necessary to supply our services within your scheduling constraints.This commitment is made because of our large staff of experienced professionals, modern equipment located throughout Central Florida, and mobile radio capabilities. In addition, cellular phones make our engineers accessible in the field or on the road.Summarized in the following table is our projected response time or turn around time for various tests and services which may be required on any given project. 0.0 m ergene m y Senrlca Response/ Response/ i. :: ;...: .: .....:. :::.:....: :TurnAround TurnAround :> ...................................................................................................................... , Prepare proposal for project 2 Days Immediately Provide technician for soils testing Next day 0.5 Hour Provide technician for concrete testing Next day 0.5 Hour L Modified proctor tests Next day 4 Hours LBR Tests 3 Days 54 Hours Provide PE for consultations 24 hours Immediately Soil classification tests Next day 4 Hours Mobilization of drill rig 2 Days Immediately Laboratory classifications 2 Days Immediately Permeability tests 1 Day Immediately Geotechnical engineer for consultations 1 Day Immediately Pipeline investigation report 10 Days 2 Days Soil survey(hand augers) 2 Weeks 1 Day Water table measurements 3 Days Next Day Infiltration tests 3 Days Next Day Geophysical logging 4 Days Immediately Pumping test and evaluation 2.5 Weeks 1 Week Provide hydrogeologist for consultations 1 Day Immediately Retention pond evaluation 1.5 Weeks 1-2 Days Groundwater sampling 3 Days Next Day Analytical testing 2 Weeks 2 Days Soil screening 3 Days Next Day Tank pulls(permit required) 21 Days 14 Days Phase I site assessment . 2 Weeks 1 Week Hazardous waste removal 3 Weeks 2 Weeks Response time . r DM Ocoee/93 i I SECTION 5 I LOCATION In Orange County,PSI/Jammal provides geotechnical,environmental and hydrogeologic engineering as well as construction testing and inspection services from our headquarters office located at 1675 Lee Road in Winter Park. The headquarters office has full-service laboratory facilities, with in- house drilling, sampling and testing equipment (including NDE). This office alone has more subsurface investigation, materials testing and environmental testing equipment than any other geotechnical consultant in the State of Florida. The strength of this office,and our ongoing presence in southwest Orange County,will ensure that your projects will receive the close attention to detail that they deserve. The figure below shows the location of our Winter Park headquarters office, which services southwest Orange County on a daily basis. Our office has easy access to the City of Ocoee from either the East-West Expressway or by following Lee Road to Silver Star, west. As a highly successful local firm with the depth and experience of the nation's largest materials testing consultant,PSI/Jammal provides excellence and value in engineering. 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E .............. .......... ........... ............. ......... .......... :.:.:.:.'....'.:.:.:.:.::. ::.:.::........:.:-.:..... .. .............. ........... .... .....--..... ...--- .... city • of Ocoee '..) ,,-- Wase C°`"h' 111111 C ................... ...„........... ::::::::::::,:::::::: .::::::::::::::.:. ..................„.„.............. -...----..............-.........- ........-,......- fit '. sR m 6raar.l tt. .. ...... ` ::: .:....., . Sid WaAad OrlandoDisneY Property International Airport r I ............................... ...... E ,,,,,,,::::::::,,,,,:,.::,,,::,::::::::,,:::,::.::,:::,,,,,,,,,,,,:: ,,,,,,,,,,,,,,:...:.: .....,.,... ... ... ..:.:.... :.,..:...„.. ...,..: : . :.::.,,..,:::::::.::,:::::...: :::::::::...:.::::. .. .. .......... ..... ... ... . . ... . .... ......... . . „ „.„ . „ . �� Ocoee/93 sti:is�r;:i::ii::;i;:;i:::;:;i::i:::�:�;. :i;::; ii;;:i::is�;::i::::i:;i:;i:::::;:;i:::is�;:ii:i:;:ti;:ii::::::i'`i::?::::;;::>•INSU .'•��:•`. .,- «:�?:z;: . A4'111111 \ ` ' [�'�� "�q��•,�,? ,,`..' "`� SUE DATE(MM,DD,YY, • ..... ..v..::::e:s..��.......v....,.....-.:..........:...�:....:.-..:.??•..........�-::..-.n..:..:::..�:::.::::.�:.:v...',::::w:.:�:::.:.� :�;•:i{::•` \+'•vy.�..... �\�:•�`}4h�V;kv��w>;;. , .-• � .. . October 19 1993 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND MCCORKLE COMMERCIAL INSURANCE AGENCY CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 909 NE LOOP 410,SUITE 700 POLICIES BELOW. SAN ANTONIO,TEXAS 78209 COMPANIES AFFORDING COVERAGE COMPANY A LETTER ZURICH INSURANCE COMPANY COMPANY B INSURED LETTER PROFESSIONAL SERVICE INDUSTRIES,INC. COMPANY Jammal&Associates Division LETTER C 1675 Lee Road COMPANY D Winter Park,FL 32789 LETTER COMPANY E LETTER tOitladet :.....aa..v 4{ii ,..v..:..;:.....::vw•w•::...:.:.....:x.{�::n}w.}vny.Y.?;:::.::n�:..................................::..............:.::.:.:.vtv?i•.w:::::::kP: Lv n4xaa ava:v..vv.«:vavv:vv:.vvi{ v..v.v.ntia..v..ua.,v. ... v ....a......... ..:.:.;:.:...... ........... :..::w._::::..,..........••w:i:^:?:?{:._?:{:•???:i'?????:::::::::::?6?:^:?G?i????:i:?: xa navy..vn..aa:.an•.v\axv..x«va:44a n,{a. ::t•.v{a{«xa.a. �,[:anaav{Qh�t{•:iiiiiititt{•:ii{i>{v%Ltii?::Liiti•:bi?4:L: t{i{A\iv'{{i•:{+i::i::vi::LL<ititiLv'iiti"'" THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DD/YY) DATE(MM/DD/YY) • GENERAL LIABIUTY GLD6580471-02 3/1/93 3/1/94 GENERAL AGGREGATE _$ 2,000,000 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ 2,000,000 CLAIMS MADE Ej OCCUR. PERSONAL 8 ADV.INJURY $ 1,000,000 OWNERS&CONTRACTORS PROT. EACH OCCURRENCE $ 1,000,000 X BROAD FORM CONTRACTUAL FIRE DAMAGE(Any one Fire) $ 50,000 MED.EXPENSE(Any one person), $ 5,000 AUTOMOBILE LIABILITY TAP6580473-02COMBINED SINGLE $ 1,000 000 X ANY AUTO ) 3/1/93 3/1/94 LIST MA6580474-02(MA) 3/1/93 3/1/94 ALL OWNED AUTOS BAP6580472-02 3/1/93 3/1/94 BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS X NON-OWNED AUTOS BODILY INJURY (Per accident) GARAGE LIABILITY $ PROPERTY DAMAGE EXCESS UABIUTY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION WC6580470-02(CA) 3/1/93 3/1/94 STATUTORY LIMITS AND WC6668421-02(FL,LA,TX) 3/1/93 3/1/94 EACH ACCIDENT $ 1,000,000 WC658028600-02 3/1/93 3/1/94 DISEASE-POLICY UMIT $ 1,000,000 EMPLOYERS'UABIUTY DISEASE-EACH EMPLOYEE $ 1,000,000 OTHER •ESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS r� :i::i:?:::i::?viii:?:?::::::;�:�:ii?:�:i::i-:i::>•?:ii;?:-: •::;i:>ii:ii::i::i v v:�:.�nv'w.� •:•ii :-':\\iii?:'v:•ilii::•i\iQ{}i{i;?:%:i%i?if:.....v ::.\..v...... .\J1.�.i\lK.i.ri.•.. -. �ljy..........::::::w:::::::.:???:•?:h:•:{?{{o??????:::.;-?::::i:::?:::::::::n:::.:.. 4..... w::?::....... ................ ��ii,17................,............ ..:..........................::::::.... �. ..:. .:::.,. :.......... \:..:.r......:..........:.•:?:::::::•::::::•:::?:::>:?::::•:.�.-x•:.:i?}is:a:.-?ii:iii::i:.............:: .n.....................................i.........:....}vi;.}w:fix':.?;:{{.}w:::::.•:::::::::.?:?'. ,•�1{■ate: ■��c��.... :.........,..1 ... ......... :: :x•.xvaavxvxxvv:,vxxvxv:«v. .ax:na.xvaa::•....,xa.ana..a...vx«xv:nx:«xvnnvvax:Kxx•. R:!•R ��-S-.AaM�.Jvn:vvvvvay.{::LAv+CS YvLtii�,xxv\,\••••...n•.•.•�[{t?i?tii.kt?tiiiigl'titt\tttitiiii{{i{iti{{iin''vt{ttiti{{ii4:{tiJ: City of Ocoee SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO 150 N. Lakeshore Drive MAIL 2Q DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Ocoee,FL 34761 LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REP ESENTA 01/Yt etgAg "Ct7 /:F:7.t1�.' :: :<:::::2Y:X22:�::::i2::t:::2SY ' s < :;;;;2::<::: i::'::?`::`?;?::� :':�::,;.::,i::;.:.,::.>•,.`.,,�i::??:;:::?::i::::i2:;;:;i::i::::i::i::i;::;:iii:::::;::;?::::;::: ::<::;;: (.... .)..::.::::::::::::::::::::.:::::::. ........::::.:...:.::.: .... .. . ........ ::.:::::.:�:.;.::.?:.:.:i.:i•:.?:-;:.:.;�.?:.?:.;:.:-:.?:.???:.:.>:: 4"O0 #IIPSATlOR''EW A ISSUE DATE(MMfOCW1r)_.:........ IA4OIU). CERTIFICATE OF INSURANCE . 3 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS ( Mack and Parker, Inc. NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 55 East Jackson Boulevard Suite 600 COMPANIES AFFORDING COVERAGE Chicago, IL 60604-4187 KJT COMPANY A CODE SUBCOOE LETTER SEE_ATIAC_HED SCHEDULE COMPANY B i S U R E D LETTER PROFESSIONAL SERVICE COMPANY C INDUSTRIES, INC. LAR 510 EAST 22ND STREET COMPANY D LELOMBARD, ILLINOIS 60148 COMPANY E LETTER..........................._.._.........._......_.........................._...._... THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ICERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HERIS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Sri's.: ::.::::?-:? CO TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE POUCY EXPIRATION 'rn:'ti4::;•'• %ALL LIMITS IN THOUSANDS LTR DATE(MM/DD/YY) DATE /00/YY) _;,ti I GENERAL LIABILITY ,,.,:,,� tib. :;:; GENERAL AGGREGATE S COMMERCIAL GENERAL UABIUTY :' ;•%;r t?;a`?' PROOUCTS-COMP/OPS AGGREGATE S ;3 CI AIMS MAGE OCCUR. 'k;: :?' PERSONAL&ADVERTISING INJURY S OWNERS & CONTRACTOR'S PROT. ;:li iii is 4 EACH OCCURRENCE S �•••• FIRE DAMAGE(Any one fire) S ::?; t% `'?:<%i MEDICAL EXPENSE(Any one person) S AUTOMOBILE UABIUTY COMBINED SINGLE S UMIT ANYIL AUTO M ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS (per Person) .....................▪...-HIRED AUTOS R`""P"' BODILY 5 INJURY P i NON-OWNED AUTOS ( erAc Accident)) GARAGE LIABILITY PROPERTY $ DAMAGE -------------▪--- EXCESS UABIUTY i:i OCCURRENCE AGGREGATE OTHER THAN UMBRELLA FORM 11 S TUTO WORKER'S COMPENSATION r...................... S (EACH ACCIDENT) AND - S (DISEASE-POUCY UMIT) EMPLOYERS'LIABILITY S (DISEASE-EACH EMPLOYEE) OTHER DEFENSE INCL IN LIMIT APROFESSIONAL LAB10A007077 3/01/93 3/01/94INCL CLAIMS EXPENSE IL LIABILITY $1, 000 PER CLAIM $1 , 000 AGGREGATE DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS I . _ C NCELLAT'(Ot�t :...::..: .::»>::<:iiii'i:>::::>::»>>::>::> :>;::>;::; iiii: >iiiiig>>::;::> iiig EFiStFICAT£.HtkLDER.:......... ... ....... . ...... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL_10DAYS WRITTEN NOTICE TO THECERTIFICATEHOLDER NAMED TO THE E, „!„„ LEFT. BUT FAILURE TO +1a KCaanYa�ICBr,STC.POSE NO OBLIGATION DR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENT VES. �� '' '>` AUTHORIZED REPRESENTATIVE l " '�� ' Countersignature Initial _ C ifitii-s�iiiil giiiiM:::«::: .: . '.: _ ACQR1ICORPORAT.1.0N1S88 SCHEDULE A INSURANCE COMPANY PARTICIPATION COVERAGE: Professional Liability Insurance INSURED: Professional Service Industries, Inc. POLICY NO. : LAB10A007077 TERM: 03/01/93 - 03/01/94 <~'; CARRIER NAME ,::;>v• `',.>< ><. PERCENT St. Paul Fire & Marine Insurance. <:'rx n\ Company (UK) Limited, LondoR<` <s} 30. 08% Compagnie D'Assurances;,.Marit € s...',. Ariennes et Terrestreswper Camomile UnderwritingA. encies=~ ge ited, London 19 .57 Anglo America 'Insurance Company Limited, Londo 'v`'' 16. 14% Aegon Insurance Company (UK) Limited, London 9 .78% Assicurazioni Generali Spa, London 9.78% Certain Underwriters at Lloyd's, London 14. 65% TOTAL 100.00% IL 1368c C I I I SECTION 7 I PSI/JAMMAL ADVANTAGES PSI/Jammal offers the highest calibre personnel to successfully complete each assignment under this contract.A total corporate commitment with a meaningful involvement of principals,translates Idirectly into assurance of high quality work for the City of Ocoee. In order to ensure the success of each assignment under this contract, PSI/Jammal provides the following distinct advantages: ❑ Proven Experience: PSI/Jammal has proven experience providing identical services to those required for this continuing geotechnical/testing contract. 1 ❑ Experienced Certified Personnel: The personnel available for this contract have experience performing all of the services required under the contract, and carry all required FDOT, AWS,ASNT and ACI certifications. ❑ Metals NDE Capability: PSI/Jammal has complete in-house capability to meet any metals inspection and nondestructive testing requirements. ❑ Quality Control: PSI/Jammal has an in-place qualitycontrol program which ensures that the City of Ocoee will receive top quality services.A copy of this program is available for your review. L ❑ Capability: PSI/Jammal is unequaled in the number of available, experienced personnel which assures the City of Ocoee of quality field and laboratory testing services at all levels. ❑ Modern Equipment: All of our field and laboratory equipment is state-of-the-art,calibrated up to date, and well maintained. ❑ Affirmative Action Program: An Equal Employment Opportunity Program with a federally accepted Affirmative Action Program. I ❑ Nationwide Office Network: We have offices nationwide which should allow for reduction in inspection cost should structural steel or other materials be fabricated out of the local area, or out of state. It is critical to not have faulty materials delivered to a jobsite. ❑ Commitment: Our management staff is committed to providing the highest qualityty responsive professional services.This commitment has been previously demonstrated on Ipast construction testing and inspection,and geotechnical projects for the City of Ocoee and other county governments. . EZI Ocoee/93 O Full-Time Dispatcher: Senior level technician with a direct dial phone number and two-way radio communications. This assures the City of Ocoee of prompt responsive service administered by a technician"right for the job". 0 Full Authority: All decisions regarding engineering,testing and inspection,or the operation of the Winter Park office, are made by the local management team 0 Award Winning Engineering Design and Testing Capabilities C �� Ocoee/93 SECTION 8 NO CONFLICT OF INTEREST PSI/Jammal&Associates does not have any real or potential conflict of interest due to any other clients, contracts or property interest in the City of Ocoee,Florida. I,William G.Smith,certify that no member of PSI/Jammal&Associates'ownership,management or staff has any vested interest in any aspect of or department of the City of Ocoee. Signed Z(11 ",,f7. -7-1Nral, William G. Smith Vice President PSI/Jammal &Associates r2.5 Ocoee/93 SECTION 9 SWORN STATEMENT UNDER SECTION 287.133(3)(a) FLORIDA STATUTES,ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS 1. This sworn statement is submitted to City of Ocoee (print name of the public entity) by William G.Smith, Vice President (print individual's name and title) for Professional Service Industries,IncJJammai Division (print name of entity submitting sworn statement) whose business address is 1675 Lee Road Winter Park, Florida 32789 and(if applicable)its Federal Employer Identification Number(FEIN)is 37-0962090 (If no FEIN,include the Social Security Number of the individual signing statement .) E2. 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 a directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with 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 state or of the United States and involving antitrust,fraud,theft,bribery,collusion,racketeering,conspiracy,or material misrepresentation. II 3. I understand that"convicted"or"conviction"as defined in Paragraph 287.133(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 court 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 contendere. 4. I understand that an"affiliate"as defined in Paragraph 287.133(1)(a), Florida Statutes,means: 1. A predecessor or successor of a person convicted of a public entity crime;or 2. 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 crime.The term"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 arm'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 the United States with a 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 an entity. Ocoee/93 6. Based on information and belief,the statement which I have marked below is true in relation to the entity submitting this sworn statement.(indicate which statement applies.) _Neither the entity submitting this sworn statement,nor any officers,directors,executives,partners,shareholders,employees, Emembers,or agents who are active in management of the entity,nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement,or one or more of the officers,directors,executives,partners,shareholders, employees,members,or agents who are active in management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn 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 an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.However,there has been a subsequent proceeding before a Hearing Officer of the State of Florida,Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list.(attach a copy of the final order.) liI UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1(ONE)ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND,THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED.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, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. If E //s, 4i (Signature) CDate: (/�'/ �t -3 STATE OF Florida tCOUNTY OF Orange PERSONALLY APPEARED BEFORE ME,the undersigned authority, William G.Smith, Vice President C (Name of Individual Signing) who,after first being sworn by me,affixed his/her signature in the space provided above on this the 20th [ day of October , 1993. Clu..)tn aU2sxL OTARY PUBLIC My Com '•• , i,�._..__--_---- „AO, 1 H,t ,.`,l ,a, ,f Flpr =fir . Ky csr. pir � C',..-J. Ka L.—, ' • ..........mw... ^! . Form PUR 7068(Rev.04/10/91) Ocoee/93 SECTION 10 Financial Statement diotte & Touche 1 PROFESSIONAL SERVICE INDUSTRIES, INC. AND SUBSIDIARIES (A Wholly-owned Subsidiary of Professional Service Industries Holding, Inc,) t:t Consolidated Financial ,.Sements as of December 31, 1992 and Independent Auditors' Report C C Ocoee/93 Deloitte & ETouche/\ _ :\ e•_,. 21.94F.,-2;:',.00 i) �nrY Ci ,o.rr..�.•r erl:e f? Sim.�.iJ� E . e;ep re';312134E-3000 E - . . . . . INDEPENDENT AUDITORS' REPORT The Board of Directors and Stockholder of •• •''...- Professional Service Industries. Inc. and Subsidiaries: We have audited the accompanying consolidated balance sheet of Professional Service Industries, Inc. and Subsidiaries as of December 31, 1992 and the related consolidated statements of operations and of cash flows for the year then ended. These financial statements are the responsibility of the Company's management. Our responsibility is to express an opinion on these financial statements based on our audit. We conducted our audit in accordance with generally accepted auditing standards. Those . standards require that we plan and perform the audit to obtain reasonable assurance about . whether the financial statements are free of material misstatement.. An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements. An audit also includes assessing the accounting principles used and significant estimates made by management, as well as evaluating the overall financial statement presentation. We believe that our audit provides a reasonable basis for our opinion. . In our opinion, such consolidated financial statements present fairly, in all material respects, the financial position of Professional Service Industries, Inc. and Subsidiaries as of December 31, 1992 and the results of their operations and their cash flows for the year then ended, in conformity with generally accepted accounting principles. I - As discussed in Note 3, the Company changed its method of accounting for income taxes. E '),.e.or- . i e-7:::a-,__ . 7 January 29, 1993 E • DeloitteTouche Tohmatsu lrrternational PROFESSIONAL SERVICE INDUSTRIES, INC. AND SUBSIDIARIES (A Wholly-owned Subsidiary of. Professional Service Industries Holdinc, Inc.) fCONSOLIDATED BALANCE SHEET jpECWBER 31. 1992 (In Thousands) A S5 ETS CURRENT ASSETS: Cash and cash equivalents 5 8,159 Accounts receivable, net of allowance for doubtful accounts of$2,594 42,557 Prepaid expenses and other current assets .. ,,1,, __ 3,919 CTotal current assets 54,635 PROPERTY, PLANT AND EQUIPMENT - Net (Note 4) 26,349 EXCESS OF COST OVER FAIR VALUE OF NET ASSETS OF ACQUIRED BUSINESSES 87,760 DEFERRED TAXES (Note 3) 3,618 OTHER ASSETS 390 CTOTAL ASSETS 317'•7 2 IABILITIES AND $TOCKHOLDExR'S EQUITY CURRENT LIABILITIES: Accounts payable $ 3,023 Accrued expenses 11,096' Notes payable and current portion of long-term debt (Notes 5 and 6) 1,736 _ Income taxes payable (Note 3) 1,177 Total current liabilities 17,032 LONG-TERM DEBT (Notes 5 and 6) 445 OTHER LIABILITIES 8,296 Total liabilities - 25,773 SUBORDINATED DEBT DUE PARENT COMPANY (Note 9) 4,660 STOCKHOLDER'S EQUITY: C Common stock, $1 par value: 100 shares authorized, and outstanding 150,1 I3 Paid in capital Accumulated deficit (7'794) Total stockholder's equity 142.319 TOTAL LIABILITIES AND STOCKHOLDER'S EQUITY $172,752 See notes to consolidated financial statements. I PROFESSIONAL SERVICE INDUSTRIES, INC. AND SUBSIDIARIES (A Wholly-owned Subsidiary of Professional Service Ind' .es }folding.inc,) CONSOLIDATED STATEMENT CF OPERATIONS DECEj1.1BR 3J. 1992 On Thousands) REVENUES S 1 6.0,052 COSTS AND EXPENSES 146,358 AMORTIZATION 5.49$ OPERATING INCOME OTHER INCOME (EXPENSE): Interest income 328 Interest expense (718) Total other income (expense) (390) INCOME BEFORE TAXES AND CUMULATIVE EFFECT OF A CHANGE IN ACCOUNTING PRINCIPLE 7,806 PROVISION FOR INCOME TAXES (Note 3) 4 714) NET INCOME BEFORE CUMULATIVE EFFECT OF A CHANGE IN ACCOUNTING PRINCIPLE 3,092 • CUMULATIVE EFFECT OF A CHANGE IN ! ACCOUNTING PRINCIPLE (Note 3) 9.327 . NET INCOME S 12.419 See notes to consolidated financial statements. <; I 3 E . PROFESSIONAL SERVICE INDUSTRIES, INC. AND SUBSIDIARIES (A Wholly-owlet! Subsidiary of , PrQfusional Service Industries Holding, Inc.) CONSOLIDATED STATEMENT OF CASH FLOWS , DECEMBER 31, 1992(In Thousands) CASH FLOWS FROM OPERATING ACTIVITIES: Net income $12,419 Gain on sale of equipment . (248) Adjustments to reconcile net income to net cash -L provided by operating activities: Cumulative effect of a change in accounting (9,327) Depreciation and amortization 12,384 Provision for doubtful accounts (4,718) Deferred income tax expense 3,537 i Changes in assets and liabilities: Decrease in accounts and notes receivable 4,974 Increase in prepaid expenses and other current assets (1,210) Decrease in other assets 41� Decrease in accounts payable (728) Increase in other current liabilities 481 Decrease in accrued liabilities (8,271) i Increase in income taxes payable 1,177 i Net cash flows from operating activities 10,882 CASH FLOWS FROM INVESTING ACTIVITIES: Proceeds from sales of property and equipment1,375 Purchases of property and equipment • (4,8721 i Net cash flows from investing activities (3,497) I; . 1CASH FLOWS FROM FINANCING ,ACTIVITIES: Proceeds from long-terrt debt 17,232 Payments of long-term debt - (11,480) _ i Dividends paid • (8,000) . Net cash flows from financing activities (2.245) I NET INCREASE IN CASH AND CASH EQUIVALENTS 5,137 CASH AND CASH EQUIVALENTS - Beginning of period 3,022 CASH AND CASH EQUIVALENTS - End of pe:iod $ 8,159 1. SUPPLEMENTAL SCHEDULE OF CASH PAID FOR INTEREST DURING THE YEAR: Interest payments $ 730 I See notes to consolidated financial statements. 4 PROFESSIONAL SERVICE INDUSTRIES. INC. AND SUBSIDIARIES (A Wholly-owned Subsidiary of Profes siHolInc.) NOTES TO CONSOLIDATED FINANCIAL STATEMENTS DECEMBER 31. 1992 1. BASIS OF PRESENTATION AND DESCRIPTION OF BUSINESS Professional Service Industries, Inc. (the "Company") is a whollycJawned subsidiary of Professional t I Service Industries Holding, Inc. ("PSI Holding"), which is an indirect wholly-owned subsidiary of ARIA S.A. ("ADIA"). The Company became a wholly-owned subsidiary of PSI Holding in 1988 pursuant to a corporate restructuring effected by the predecessor of ADIA. The Company was acquired by the predecessor of ADIA in 1986. The Company provides a variety of engineering, technical and analytical services to the construction and environmental industries. Services include construction quality control, dedicated project testing and inspecting, roof engineering, asbestos inspection and testing, and environmental and analytical laboratory services. 2. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES l Principles of Consolidation - The consolidated financial statements includes the accounts of the Company and its wholly-owned subsidiaries. All significant intercompany balances and transactions have been eliminated in consolidation. Cash and Cash Eouivalents - The Company considers cash equivalents to be those investments with an original maturity of less than three months. Property. Plant and Eauipment - Property, plant and equipment is recorded at cost and is principally - depreciated on the straight-line method over the estimated useful lives of the assets. Accelerated methods and lives are used for income tax reporting purposes. Property, plant, and equipment under capital lease are included and depreciated with those owned by the Company. Excel of Cost Over Fair Value of Net Ass.et-s Acouired - The excess of cost over amounts assigned to the net assets acquired is amortized on a straight-line basis over a 20-year period. Income Tam -The Company is included in the U.S. Federal income tax return of Adia Holdings, Inc. ("AHI") Federal income taxes for the Corporation are computed on a separate return basis and if taxes are payable the amounts are due to PSI Holding. The Company is not reimbursed for any operating Iosses used by the group of companies included in AH1. 5 During 1992, the Company adopted the Financial Accounting Standards Board Statement No. 109, "Accounting for Income Taxes' (SFAS No. 109) which requires the use of the liability method in accounting for income taxes. Deferred taxes are recorded based on the differences between the basis of assets and liabilities for financial reporting and income tax purposes. Other - The Financial Accounting Standards Board has issued Statement No. 106, "Employers Accounting for Post Retirement Benefits other than pensions, which requires recognition, during employees active service with the Company, of the cost of their retiree health and life insurance benefits. The effective date of this statement is January 1, 1993. The Company has no benefits subject to the provisions of this standard, 3. INCOME TAXES Income tax expense consists of the following (in thousands): Current: Federal $ 1,027 I State 150 Deferred 3,537 Total 4 714 Differences between the Company's effective tax rate and statutory rates arise principally from the amortization of excess of cost over fair value of net assets of acquired business, not deductible for income tax purposes. As indicated in Note 2, the Company adopted SFAS No. 109 during the year. The cumulative effect of this change in accounting resulted in a deferred tax asset and a corresponding benefit of $9.3 million. Deferred tax assets arise principally as a result of expenses deducted for financial reporting purposes not yet deducted for income tax purposes. 4. PROPERTY, PLANT AND EQUIPMENT • Property, plant and equipment consists of(in thousands): Land and building $20,355 Machinery and equipment 20,27,6Transportation equipment 7,633 Furniture and fixtures 8,407 Leasehold improvements 901 57,572 Less accumulated depreciation and amortization 31 .223 Property, plant and equipment ment - net S26,irmar 149 7 • • • Machinery and equipment with a net book value of approximately 51.3 million is financed under a . capital lease arrangement. • 5. NOTES PAYABLE AND LEASE OBLIGATIONS Notes payable and capital lease obligations consist of the following (in thousands): Notes payable Capital lease obligations (inciudinv interest) collateralized by equipment 5 1,451 T"_730= • 2181 ; Less current portion ' '' "- 1.736 Total Notes payable relate primarily to equipment purchases. Interest rates vary from prime + 1.5% to 10%o. The majority of such notes mature in 1993. _ 6. LONG-TERM DEBT Annual maturities of long-tern: debt and capita leases and future minimum lease payments under noncancelable operating leases for the next five years are as follows (in thousands): Long-term Debt and Capital Operating Leases 1993 1994 S 1,736 $2,527 116 1 .709 1995 72 1.356 . - 1996 7a 699 1997 28 127 i Thereafter 150 k- Total 5 2.181 S6 418 Rent expense for 1992 was S4,966. 7 ?, EMPLOYEE BENEFIT PLAN The Company maintains a qualified defined contribution pension plan for its employees. Al! employees with one year of service and who have attained the age of 20.5 years are eligible to participate in the plan. Eligible employees are allowed to contribute $8,728 per year to the plan. The Company matches 25% of the employee's contribution with an annual maximum of 1% of each employee's contributed wages. Company contributions to the plan for 1992 were $2I5,606. 8. COMMITMENTS AND CONTINGENCIES • The Company and certain of its subsidiaries are defendants in variou ilaw5uits arising in the ordinary course of business. Management has recorded certain reserves related to the exposures from these lawsuits. These reserves are included in accrued expenses and other liabilities. While the ultimate results of the lawsuits or other proceedings against the Company and its wholly-owned subsidiaries cannot be preddicied with certainty, management believes that the ultimate outcome of these matters will not have a material effect on its consolidated financial statements. 9. RELATED PARTY TRANSACTIONS On July 30, 1992, PSI Holding cancelled a $145,519,000 note and contributed this amount to paid- in capital. The remaining subordinated note bears is non-interest bearing and is due January 1, 1994. •C C C Deloitte & Touche Two Prudential Plaza Teieonone:(3121£46-3000 90 North Stetson Avenue Facsirnile:(312)946-2600 Chicago,lilincis 600601-67773 INDEPENDENT AUDITORS' REPORT The Board of Directors and Stockholders • of Professional Service Industries, Inc.: We have audited the accompanying consolidated balance sheet of Professional Service Industries, Inc. (a wholly-owned subsidiary of Professional Service Industries Holding, Inc.) as of December 31, 1991. This financial statement is the responsibility of the Company's management. Our responsibility is to express an opinion on this financial statement based on our audit. We conducted our audit in accordance with generally accepted auditing standards. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the financial statements are free of material misstatement. An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements. An audit also includes assessing the accounting principles used and significant estimates made by management, as weli as evaluating the overall financial statement presentation. We believe that our audit provides a reasonable basis for our opinion. In our opinion, such consolidated balance sheet presents fairly, in all material respects, the • financial position of the Company as of December 31, 1991 in conformity with generally accepted accounting principles. •May 15, 1992 • • DeloitteTouche Tohmatsu llrternational PROFESSIONAL SERVICE INDUSTRIES, INC. (A Wholly-owned Subsidiary of Professional Service Industries Holding. Inc.) CONSOLIDATED BALANCE SHEET DECEMBER 31, 1991 . (Dollars in Thousands) ASSETS CURRENT ASSETS: • Cash S 3,022 Accounts receivable, net of allowance for doubtful accounts of$7,312 42,813 Other current assets 2.709 Total current assets 48,544 PROPERTY, PLANT AND EQUIPMENT - Net (Note 4) 29,490 EXCESS OF COST OVER NET ASSETS OF ACQUIRED BUSINESSES 93,167 L. OTHER ASSETS 892 I 112.2,Q22 $ LIABILITIES AND STOCXHOLDEP.'S.EQUITY CURRENT LIABILITIES: Et Accounts payable S 31'51 Accrued expenses 7,786 Current portion of long-term debt (Note 5) 11,619 Total current liabilities - 23,156 LONG-TERM DEBT (Note 5) 2,032 . OTHER LIABILITIES 21,566 SUBORDINATED DEBT AND STOCKHOLDER'S EQUITY (Note 3) 125.339 S172,093 See notes to consolidated balance sheet. . 2. I . PROFESSIONAL SERVICE INDUSTRIES, INC. (A Wholly-owned Subsidiary of Professional - . Sgrvice Industries HcidinQ. Inc.) . . . T SH NOTES TO CONSOLIDATED BALANCE SHEET DECEMBER 31, 1991 . . 1. BASIS OF PRESENTATION AND DESCRIPTION OF BUSINESS Professional Service Industries, Inc. (the "Company") is a wholly-owned subsidiary of Professional Holding, inc. ("PSI Holding"), which is an indirect wholly-owned subsidiary of Service Industries Ho Ing, ADIA S.A. ("ADI' "). The Company became a wholly-owned subsidiary of PSI Holding in 1983 pursuant to a corporate restructuring effected by the predecessor of ADIA. The Company was acquired by the predecessor of ADIA in 1986. The Company is included in the U.S. Federal r income tax return of PSI Holding. All Federal income tax benefits and expenses and the related asses and liabilities are recorded at the PSI Holding level. PSI provides a variety of engineering, technical and analytical services. Services include construction quality control, dedicated project testing and inspecting, roof engineering, asbestos inspection and testing, and environmental and analytical laboratory services. E . 2. SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES . Erici ie f nsc'lici�`i n - The consolidated balance sheet includes the accounts f PSI and its g n o � a C`o .� wholly-owned subsidiaries. All significant intercompany balances and transactions eliminated in consolidation. EEL....,erty P nt and E ui men' - Property, plant and equipment is recorded at cost and is principally depreciated on the straight-line method over the estimated useful lives of the assets. Accelerated methods and lives are used for income tax reporting purpo$es. aces of ILliver N„t ee qct ,,l .d - The excess of cost over amounts assigned to the net assets acquired is amortized on a straight-line basis over a 20-year period. ,t 3 I .. 1 3. SUBORDINATED DEBT AND STOCKHOLDER'S EQUITY • Subordinated debt and stockholder's equity at December 31, 1991 consists of(in thousands): . . Subordinated debt due Parent Company $133,958 Common stock, $1 par value; 100 shares authorized, issued and outstanding. • " . and paid-in capital 3,593 Retained earnings (12=712) I . Total $123 .a E . The subordinated debt manures on December 14, 1995 and bears interest at prime plus 4%. 4. PROPERTY, PLANT AND EQUIPMENT Property, plant and equipment at December 31, l491 consists of (in thousands): ILand and building $20,220 Machinery and equipment 20,054 Transportation equipment 7,560 Furniture and fixtures 8,065 Leasehold improvements 1.016 56,915 II Less accumulated depreciation and amortization (27,425) Property, plant and equipment - net U•9_,..4_9_0_ t . Machinery and equipment with a net book value of approximately $1.3 million is financed under a IIcapital ;ease arrangement. C . 5. NOTES PAYABLE AND LEASE OBLIGATIONS Notes payable and capital lease obligations consist of the following (in thousands): Bank line-of credit $ 9,500 Bank notes • 405 Other notes 2,443 Capital lease obligations, collateralized by equipment 1.303 13,651 . .:. . Less current portion 11 . Total $ 2 E. . ! a . tiAt December 31, 1991, PSI had a $15,000,000 line of credit with a bank which expired May 31, 1992. Outstanding borrowings under this line of credit were S9,500,000 and carried an average i interest rate of approximately 5.85% at December 31, 1991. Annual commitment fees of lf4 o per annum are paid on the unused portion of tnis line of credit. The line of credit was guaranteed by ADIA. - Annual maturities of long-term debt and capital leases and future minimum lease payments under noncancellable operating leases are as follows (in thousands): t Long-term I Debt and Capital Operating Leases Lease4 i 1992 $11,619 $3,186 1993 1,745 2,168 1994 107 976 1995 71 685 1996 79 298 Thereafter 599 Total 13.651 7,_12 6. COMMITMENTS AND CONTi vGENCI1 S 1 • PSI and certairrof its subsidiaries are defendants in various lawsuits arising in the ordinary course of ; . business. While the ultimate results of the lawsuits or other proceedings against PSI and its wholly- ; owned subsidiaries cannot be predicted with certainty, management believes that the ultimate Itoutcome of these matters will not have a material effect on its consolidated financial position. C7. RELATED PANTY TRANSACTIONS ThEe Company has unsecured debt to PSI Holding which is subordinated to bank lines of credit and other debt Obligations. The notes accrue interest at prime plus 4%. I . :,.. . . . $4 S: E • P • I ii : 1 Providing services from over 200 offices nationwide • • _ I 1 I I• I I I �./ift#ghlI U !J Professional Service Industries, Inc. Construction Testing and Quality Control•Dedicated Project Testing and Inspection•Materials Testing and Certification Nondestructive Examination and Testing•Roof and Pavement Consulting•Geotechnical Engineering Environmental Management•Asbestos Management•Analytical•Training Programs EXPRESSION OF INTEREST GEOTECHNICAL ENGINEERING AND TESTING SERVICES FOR THE CITY OF OCOEE Ocoee O o >, = vQ rem G ) AK.____ OF COQ�• �`41 SUBMITTED BY UNIVERSAL ENGINEERING SCIENCES, INC. IN ASSOCIATION WITH Andrew Bell, Inc. Antillian Engineering Associates Flowers Chemical Laboratories R P Submitted By UNIVERSAL ENGINEERING SCIENCES Offices in: UNIVERSAL : I UNIVERSAL ENGINEERING SCIENCES, INC. '�r Environmental Schemes • Oootechnlcal Engineering 1 Threshold Inspection • Construction Materials Testing Services I TABLE OF CONTENTS SECTION 1: IDENTIFICATION OF TEAM 1 ISECTION 2: PROFESSIONAL QUALIFICATIONS 2 A. Understanding of Project 2 • Effluent Ponds 3 • Fire Stations 4 • Sports Facilities/Parks and Recreation Facilities 8 • Pavement Resurfacing, Intersection Improvements, Sidewalk Construction 9 • Utility Projects 11 • Underground Storage Tanks 12 • Water Treatment Facilities 14 C B. Statement of Qualifications 16 • Geotechnical Engineering Services 16 • Drilling Services 17 • Environmental Services 18 • Construction Materials Testing and Threshold Inspection 22 C. Key Players and Resumes 23 • Organizational Chart 25 • Resumes 26-39 D. Subconsultants 40 E. SF 254/255 41-58 ISECTION 3: PAST PERFORMANCE 59 SECTION 4: CURRENT AND NEAR FUTURE WORKLOAD 64 CA. Ability to Perform in a Timely Fashion 64 B. Current Workload of the Firm 64 C. Availability of Staffing 64 D. List of Current Projects 65 SECTION 5: LOCATION 66 C • Location Map 67 SECTION 6: ADDITIONAL INFORMATION 68 SECTION 7: REQUIRED INFORMATION 81 A. Insurance 81 I B. Required Forms 81 C. Financial Capability of the Firm 81 'Building A world o/DIllerenceP UNIVERSAL ENGINEERING SCIENCES, INC. t Environmental Sciences • OoohehnIcal Engineering Threshold Inspection • Construction Materials Testing Services PROPOSAL FOR GEOTECHNICAL ENGINEERING & TESTING SERVICES FOR THE CITY OF OCOEE, FLORIDA SECTION I - IDENTIFICATION OF TEAM Universal Engineering Sciences proudly presents our qualifications to serve the City of Ocoee on this contract. Our firm has the knowledge and experience to best meet your needs for geotechnical engineering and testing services. The information in this proposal will prove this. If you have any questions, you can contact us at: UNIVERSAL ENGINEERING SCIENCES 3532 Maggie Boulevard Orlando, Florida 32811 407-423-0504, FAX 407-423-3106 Federal Taxpayer I.D. #59-11170804 Contract Manager: Martha Gianitsis To help meet the needs of the City of Ocoee, Universal Engineering Sciences has assembled an outstanding team of professionals. While Universal Engineering Sciences can perform most of the work in-house, we have included specialty subconsultants to help us. These include: • Flowers Chemical Laboratories for analytical chemistry, • Antillian Engineering (MBE Firm) for geotechnical engineering, and • Andrew Bell & Associates (WBE Firm) for underground storage tank removal. I 1 .Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. U/ Env ronmanbl adancw • QaotkAMcal Enpn.wk Threshold Inspection • Construction Matarlals listing Unica. SECTION II - PROFESSIONAL QUALIFICATIONS Universal Engineering Sciences is the best qualified firm to provide Geotechnical Engineering and Testing Services to the City of Ocoee. We have a long history of working in Ocoee, including several projects as subconsultants for the City. We understand your needs and have specifically addressed them in the following Statement of Qualifications. We also describe the full range of our services in that section. Universal Engineering Sciences has extensive expereince with similar contracts with other government agencies. This experience, combined with the expertise of our talented staff, make us the perfect selection for this contract. A. UNDERSTANDING OF PROJECT We understand from examining the City of Ocoee's 1993/1994 budget, that there will be a variety of projects that will require geotechnical, hydrogeological, and construction material testing services during the year. The project types that we have identified requiring our skills include: 1. Effluent Ponds, 2. Fire Stations, 3. Sport Facilities/Parks and Recreation Facilities, 4. Pavement Resurfacing, Intersection Improvements, and Sidewalk Construction Projects, 5. Water Supply Transmission Projects, 6. Underground Storage Tank Problems, 7. Water Treatment Facilities, and 8. Other Miscellaneous Engineering and Testing Services. Our understanding of your needs, together with our experience in these areas are presented in the following paragraphs. 2 "Buthaw A World of DMarance UNIVERSAL ENGINEERING SCIENCES, INC. U/ Environmental Sciences • Oeotechnlcal Engineering Threshold Inspection •Construction Materials Testing Services 1. EFFLUENT PONDS: We understand the City of Ocoee effluent disposal system consists of two rapid infiltration basins. It is desired to increase the capacity of these units above their current rating by either proving the existing ponds have higher capabilities or adding additional ponds and using the spray irrigation at an existing golf course to dispose of the treated wastewater. It is public knowledge that the attempt to increase the rate in these ponds resulted in unfavorable notices of deficiencies from the regulatory agencies concerning the prior consultant's model calibration, unacceptable boundary conditions, and deficiencies in hydrogeologic evaluations. Universal Engineering Sciences' personnel are qualified and capable. We work with Florida DEP regulators to fine tune the hydrologic model and find modeling and testing services acceptable to the agencies. Our approach to your problem and subsequent work tasks are identified in the following paragraphs. • H dro eolo is Investigation Y 9 9 Based upon our review of the City's effluent disposal system, a significant amount of site specific hydrogeologic data is available for the site. Universal Engineering Sciences plans to review and use any existing data collected by others to evaluate the proposed disposal system rating increase as required under FAC 17- 610. If required, Universal Engineering Sciences will initiate a site specific field investigation to collect additional soil and groundwater data which would be needed as input for the mounding analysis. Universal Engineering Sciences has in-house drilling capabilities to collect soil data and install piezometers quickly and cost effectively. • Load Testing Universal Engineering Sciences has experienced personnel and equipment to collect and evaluate load test data. It is our understanding that load testing is currently being conducted at the existing City of Ocoee facilities. It has been our experience that real world system performance data is extremely helpful in calibrating the groundwater flow model selected for the mounding analysis. • Groundwater Flow Modeling Universal Engineering Sciences has extensive experience in performing mounding analyses for effluent disposal sites. Depending on the complexity of the system and site specific hydrogeology, various models can be used. Due to the complexity and size of the proposed effluent disposal system, Universal 3 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. �I Environmental Sciences • GootocMlcsl Engineering Threshold Inspection •Construction Materiels Testing Services Engineering Sciences plans to use the USGS model MODFLOW to evaluate the system performance. This model is widely used and accepted by the regulators, provided that the model is properly calibrated. Universal Engineering Sciences' chief modeler received specialized training from the authors of MODFLOW and understands the use of MODFLOW to a degree not attained by most geotechnical consultants. Universal Engineering Sciences will use regional hydrogeologic and climatic data to establish model boundaries and regional recharge rates, and use the results of the load testing to calibrate the model. It has been Universal Engineering Sciences' experience that during the model set- up and calibration process, periodic discussions with FDEP's Groundwater Section are extremely helpful in obtaining a favorable review of the model once submitted. This will speed up the review and approval process construction permit application. Universal Engineering Sciences will present the results of the modeling efforts in a report. The report will present all model inputs, assumptions, and results including post development groundwater levels, maximum hydraulic loading rates for the ponds, maximum spray irrigation rates for the golf course, and modifications to the effluent disposal system to dispose of the target disposal capacity. • Previous Effluent Pond projects completed by Universal Engineering Sciences include: Florida Master Effluent Pump Station, Ocoee Effluent Transmission & Distribution System, Ocoee City of Holly Hill, Volusia County Tymber Creek Utilities, Volusia County Plantation Bay, Volusia County Seagull Bay, Lee County SW Lee County Convention Center Zephyr Shores, Pasco County Hacienda del Rio, Orange County Brandy Trails Effluent Disposal Site, Volusia County Northwest Water Reclamation Facility, Orange County 2. FIRE STATIONS: The type of geotechnical/environmental/CMT services typically provided for Fire Station projects include the following: 4 "Bupoing A World of Difference' P UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection •Construction Materials Testing Services • Pre-purchase Environmental Assessment We usually evaluate the proposed development site before purchase to provide "due diligence" and compliance with State and Federal regulations on environmental contamination issues. This helps the City avoid purchasing a contaminated site. Universal Engineering Sciences follows a phased approach in due diligence. Phase I is primarily an inquiry into the history of the site and nearby properties to evaluate potential exposures to hazardous materials from either on-site or off-site sources. If the Phase I investigation finds no evidence of environmental exposure to hazardous wastes, then Phase I completes the due diligence investigation. However, if the Phase I investigation does identify potential exposures, Phase II evaluates those exposures through the collection and analysis of appropriate environmental samples. From our review of the request for proposal and the City of Ocoee Five Year Capital Improvement Program we understand that a number of land purchases are being contemplated. If the City of Ocoee requests that Universal Engineering Sciences perform the prepurchase Environmental Assessment Due Diligence investigation prior to purchase of any properties we have the experience, capability and capacity to provide excellent services to the City under this contract. Under this contract, Universal Engineering Sciences will meet the objectives of Phase I by assigning an experienced team consisting of a Universal Engineering Sciences principal and a project scientist. This team will identify potential exposures by: • reviewing a 50 year (minimum) chain-of-title of the property to identify ownership with industrial connotations. • review historical aerial photography of the property and vicinity to identify potential sources of hazardous materials. Readily available sources of aerial photograph include county property appraisers' offices and county engineers' offices. • checking the records and the lists of environmental agencies such as the Florida Department of Environmental Protection (DEP), the U.S. Environmental Protection Agency, and county and local environmental regulation agencies for records of hazardous waste generators, hazardous waste release sites, petroleum storage sites, and sites with a known history of the release of petroleum products to the environment. 5 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. I ''I Envlronmwftal Sciences • Q.otecimlcal Engineering I Threshold inspection • Construction Materials Testing Simko* • making a visual inspection of the property plus a visual inspection of the lands in the vicinity of the property. IOur recommendations for Phase I will detail the chemicals typically associated with that source, potential transport mechanisms form the source to the property, I recommended sampling points, recommended sampling media (soils, groundwater, surface water, sediment), and appropriate chemical analyses. Universal Engineering Sciences will document its methods of investigation, I findings, and detailed recommendations in the Phase I Environmental Assessment report for each segment assigned under this contract. Universal Engineering Sciences will deliver the Phase I report within three weeks of authorization to Iproceed. • Pre-purchase Geotechnical Evaluation Universal Engineering Sciences often evaluates the subsurface constraints that I may be essential in developing a parcel; We pay particular interest in unsuitable "muck' soils and high groundwater conditions. II • Design Level Geotechnical Evaluation All building projects need a geotechnical engineering evaluation to assess the soil and groundwater conditions beneath the structure. We will perform all necessary field services, including subsurface borings, "muck" probes, and groundwater observation wells. The field data will then be brought to our Orlando laboratories where our geotechnical project engineer will review each sample. He will then choose the appropriate laboratory tests to confirm field identifications and engineering properties. On building additions to existing facilities, it is essential to know the existing utility 1 and foundation conditions. If as-built plans are not available, we will need to evaluate the existing footings for size and depth. We need to address the effects of the new construction on the existing facilities. 11 Finally, our engineers will provide a report, signed and sealed by a Florida Professional Engineer, which will provide recommendations for bearing capacity, settlement, pavements (including the anticipated fire truck loadings), site preparation, stormwater considerations, and any other appropriate items. I 1 6 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. U/ Environmental Sciences • Oootachnlcal Engineering Threshold Inspection •Construction Materials Testing Services • Construction Materials Testing Universal Engineering Sciences proposes to provide quality assurance and quality control testing on all fire station construction projects to verify compliance with the construction documents. We will identify deficiencies and provide documentation when the deficiencies are corrected. All testing documents will first be reviewed by the QC Supervisor for accuracy and for completeness. The reports will then be processed by a technical typist and ultimately signed and sealed by a Florida Professional Engineer as required by Florida Statues Chapter 471. We assign engineering technicians to your construction projects with the minimum certifications of ACI Level I and Troxler Nuclear Safety. The assigned engineering technician will be familiar with the approved construction plans and specifications. Upon completion of each on-site daily activity, the technician will provide the a daily report documenting his/her test results to the OSR for the City of Ocoee. The materials testing warranted for construction of fire stations may include the following: in-place density tests of the building pad engineered fill , foundation footings and finish floor subgrade; 6" by 12" test cylinders for cast in-place concrete, inspection of welds and bolt torque tests of high strength bolted connections, laboratory proctor and stabilization tests. • Previous Fire Station projects completed by Universal Engineering Sciences include: Palm Coast, Palm Coast Ready Creek, Orange County Halifax No. 13, Ormond Beach Tuskawilla No. 2, Winter Springs Plantation, Lake County Altamonte #14, Altamonte Springs Holopaw, Osceola County St. Cloud #2, St. Cloud No. 54, Orange County Sanford #3, Sanford No. 10, Orlando No. 41, Orange County No. 3, Orlando Kenansville, Osceola County No. 6, Orlando Narcoosee, Orange County No. 7, Orlando Metrowest, Orlando 7 "Building A World of DH/erence• UNIVERSAL ENGINEERING SCIENCES, INC. r Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Tasting Services 3. SPORTS FACILITIES/PARKS AND RECREATION FACILITIES: These type projects typically include tennis courts, baseball fields, concession stands, pavilions, bathroom facilities, parking facilities and stormwater retention facilities. Universal Engineering Sciences has a great deal of experience in performing investigations for both high visibility projects such as the Citrus Bowl located in Orlando, Florida and lesser known facilities such as the Lake Mary Sports Complex. Our involvement with these projects has included prepurchase environmental assessments to ensure the property being purchased is not contaminated, to design level geotechnical evaluations and construction materials testing during the development of facilities. The type of services we have performed most often include the following: • Phase I Environmental Assessments Potential sites for sports and recreation facilities often include marginal properties. Because of this, the need for a high quality environmental assessment is necessary. It is important to protect the City of Ocoee from potentially costly clean-ups of contaminated sites. • Design Level Geotechnical Evaluation Tennis courts, baseball fields, running tracks and other facilities are sensitive to the subsoil and groundwater conditions that they are founded upon. We propose to evaluate the near surface conditions and provide recommendations for material usage, compaction efforts, surface drainage constraints, and groundwater control. All building projects, including concession stands, pavilions, and bathroom facilities, need a geotechnical engineering evaluation to assess the soil and groundwater conditions beneath the structure. Support facility designs, such as stormwater ponds and pavements, require our input for seasonal high groundwater levels along with basic subsoil type and strength considerations. Our engineering reports will include recommendations for bearing capacity, settlement, site preparation, stormwater considerations, pavement designs, and any other appropriate items. C C 8 "Building A World of Difference' C UNIVERSAL ENGINEERING SCIENCES, INC. I 1�I Environmental Sciences • Osotkhnical Engineering Threshold Inspection • Construction Materials Testing Services • Construction Materials Testing The construction of sports facilities, recreation facilities and parks generally includes tennis courts, baseball fields, concession stands, pavilions, bathroom facilities, parking facilities, and stormwater facilities. Because of the multitude of buildings, pavement types and stormwater structures, Universal Engineering Sciences would staff this project with a senior engineering technician who would provide the City of Ocoee the technical expertise to meet the project needs. We propose to assign to this type of project an engineering technician who has a diversified experience in the areas of soils sampling, base inspection, retention I pond underdrain inspection, clearing, grubbing and proof roll inspection prior to placement of select fill material, soils compaction verification by the in-place density test, masonry construction as related to mortar and grout testing, baseball infield soil material requirements and concrete testing for cast in-place concrete. I • Previous Sports Facilities/Parks and Recreation Facility projects completed by Universal Engineering Sciences include: II Bethune Park, Daytona Beach Lake Cane/Marsha Park, Orange County Kelly Park, Orange County C.S. Lee Park, Seminole County River Breeze Park, Volusia County Maitland Park, Seminole County IC Palisades Park, Lake County Osceola County Recreation Pathway Liberty Park, Lake Mary Timberleaf Tennis Courts, Orlando Delamere Park, Orange County Racquet Club&Tennis Courts, Seminole Mercy Drive Community Center, Orlando Interlachen Country Club, Winter Park Central Winds Park, Winter Springs Orange Lake Country Club, Osceola Magnolia Park, Orange County City of Orlando Sports Complex I Tinker Field Concessions, Orlando Lake Mary Sports Complex Citrus Bowl Playing Field, Orlando Seminole County Sports Training Facility Timber Ridge Park, Volusia County Sport Courts, Windermere Cambell Park, Volusia County Gateway H.S. Baseball Feld, Osceola Fire Fighters' Park, Volusia County Flagler H.S. Baseball Field, Flagler Orlando Executive Airport Park, GOAA Poinciana H.S. Baseball Field, Osceola Bithlo Park, Orange County Ft. Wilderness Campground Pavilion C 4. PAVEMENT RESURFACING, INTERSECTION IMPROVEMENTS, SIDEWALK CONSTRUCTION I 9 "Bonding A World of Difference I I UNIVERSAL ENGINEERING SCIENCES, INC. I RI �r Environmental sciences • OootkIn1ca1 Engineering Threshold Inspection •Construction MatwNIa Testing Services I • Construction Materials Testing The resurfacing of existing asphaltic-concrete traffic wearing surfaces is a cost effective maintenance program to extend the service life of flexible pavements. Typically this type of construction also includes intersection improvements and I sidewalk construction. Universal Engineering Sciences would staff this project with a FDOT Certified Asphalt Roadway Technician (CART). The technician would be responsible for the inspection, documentation and reporting of all activities II performed by the Contractor as it relates to the pavement resurfacing program. The CART would also be certified in the disciplines of ACI Level I and Troxier Nuclear Safety to perform concrete and soils testing as it relates to intersection improvements and sidewalk construction. Some of the specific materials tests would include: asphalt paving control strips, sampling of hot mix asphaltic concrete, laboratory extraction/gradation test of the hot mix asphalt, asphalt cores to establish control strip correction factor for I nuclear density tests, asphalt cores to establish asphalt depth, in-place density tests of soils for compaction verification, concrete test cylinders. I • Previous Pavement Resurfacing/Intersection Improvements/Sidewalk Construction projects completed by Universal Engineering Sciences include: I S.R. 40, FDOT Killarney Elementary, Orange County S.R. 50, FOOT Eccleston Elementary, Orange County S.R. 55, FDOT Raintree Subdivision, Orange County S.R. 5, FOOT Fourth Runway, Orlando International S.R. 25, FDOT Airport S.R. 406, FDOT Ventura Subdivision, Orange County S.R. 423, FDOT Buena Vista Drive, Disney World S.R. 500, FDOT Hotel Plaza Drive, Disney World 1-75, FDOT Shoppes of Sebring, Sebring 1 1-95, FDOT Church Street, Orlando Beltz Mall, Orlando St. Cloud Post Office, St. Cloud Middleton Pest Control, Orlando Volusia County Resurfacing Program I Hard Rock Cafe, Orlando Michigan & Conway Gardens Lake Nona Subdivision, Orange County Intersection Improvements, Orlando Mariners Village, Orange County Eden & Garden Intersection ICargo Road, Orlando International Improvements, Orlando Airport Collector Street Resurfacing, Lake Tri-County Transit Yard, Orlando County ITravelodge, Kissimmee Church Avenue Resurfacing, Longwood I 10 "Building A World of D/Morence• E UNIVERSAL ENGINEERING SCIENCES, INC. '�r Environmental Sciences • Oootechnlcal Engineering Threshold Inspection • Construction Materials Testing Services 5. UTILITY PROJECTS: Utility projects anticipated under the City of Ocoee contract primarily consists of water mains and lift stations. Universal Engineering Sciences has vast experience in performing similar projects for other public agencies. The type of work required under our contracts have included the following services: • Design Level Geotechnical Evaluation Water mains and other utility lines will require only a limited input from Universal Engineering Sciences in the design phase. Using Orange County Subdivision Regulations as a guide, we recommend auger borings, spaced every 500 lineal feet, to at least two feet below the invert of the pipeline. We will be most concerned in any unsuitable "muck" soils, along with existing and seasonal high groundwater conditions. Further, soil conditions will be identified. For lift stations, our subsurface explorations will concentrate on identifying the soil and groundwater conditions. It is imperative to inform the contractor of dewatering requirements and any anticipated complications. Our engineering reports will include recommendations for lateral earth pressures on the lift station walls, along with allowable bearing capacity, settlement, site preparation, and any other appropriate items. • Construction Materials Testing The construction of utility lines not only entails the installation of storm, sewer, and potable water lines, but also includes the placement of water mains and lift stations. Universal Engineering Sciences proposes to provide quality control and quality assurance testing on all utility line projects to verify compliance with the construction documents. It has been our experience that most soil compaction failures occur around the perimeter of storm water structures. Therefore, we emphasize a high degree of quality control be provided for the structures' backfill. We propose to staff all utility line projects with engineering technicians who are experienced with this type of construction. All of our technical staff is trained to not only verify trench backfill compaction by the in-place density test, but to verify the soil compaction between each test location. This is best achieved by using a probe rod. The technician performs inspections between the in-place density test locations by advancing the probe into the compacted soil. The technician C 11 "BuIl4ng A World of Difference' C [ RP UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geofchnleaf Engineering Threshold Inspection • Construction Materials Tearing Services Cestimates the degree of densification by the resistance to advance the probe into the soil. If questionable areas exist, the technician verifies their findings by performing an in-place density test. • Previous Utility Line Projects including water mains and lift stations projects completed by Universal Engineering Sciences include: Lift Station No. 43, Orlando Lake Lawne Lift Station, OCPUD C Lift Station No. 2, Orlando Londonderry Lift Station, OCPUD Viera Blvd Lift Station, Brevard Verona Lift Station, OCPUD County Waterbridge Lift Station, OCPUD Renee Lift Station, Osceola Rosalin Ave. Water Main, Seminole Cnty County Sanford Ave. Water Main, Seminole Cnty J. Y. Parkway Lift Station, OCPUD Upsala Road Water Main, Seminole Cnty Outrigger Lift Station, OCPUD San Sebastian Water Main, Altamonte Deerwood Lift Station, OCPUD Springs I Tam Drive Lift Station, OCPUD Eastern Loop Water Main, Lakeland Pine Hills Lift Station, OCPUD Conroy-Windermere Water Main, OCPUD Berry-dese Lift Station, OCPUD Windy Ridge Rd. Water Main, OCPUD I Orlando Central Park Lift Sta., Ventris Ave. Water Main, OCPUD OCPUD SR 436 Utility Relocation, OCPUD Southwood Lift Station, OCPUD Pine Hills Rd. Relocation, OCPUD 1 6. UNDERGROUND STORAGE TANKS Universal has extensive experience in providing expert services in Underground Storage Tank (UST) removal, replacement and petroleum contamination cleanup. Since 1984 our professionals, technicians and drillers have worked on more than 1,000 UST sites across Florida. Services we routinely provide are detailed in the following paragraphs: • Tank Removals 1 We understand that the tanks at the City's Maintenance Garage were installed in 1978, and therefore, must be replaced or removed by December 1995 pursuant [ to Florida Administrative Code 17-761. Universal can either provide a turnkey service for the tank removal and/or replacement project, or prepare the bid specification package to solicit bids for removal from licensed Pollutant Storage Contractors (PSC), such as Andrew Bell, Inc., an Ocoee based PSC. The replacement tanks must be either aboveground tanks or secondarily contained UST's. I 12 "Building A World of Difference UNIVERSAL ENGINEERING SCIENCES, INC. C I ''� Environmental Sciences • Geofechnlcel Engineering Threshold Inspection • Construction Materials Testing Services 1 • Contamination Assessment I Universal has completed more than 700 UST removal closure assessments and full contamination assessments for petroleum releases in accordance with FAC 17-770. We understand that the City's maintenance facility is an EDI site, and I therefore, is listed to be assessed and cleaned up by a State contractor. However, if the City chooses to take the reimbursement track, we can provide full assessment services. With our in-house drilling capability, local regulatory rapport [ and experience, Universal can provide the City with the most cost effective and responsive assessment and cleanup services. In addition, our reimbursement services can assure the City that expenditures on all eligible tank sites is reimbursed. • Compliance Services Universal's expertise in storage tank compliance assures full compliance under I FAC 17-761 and 762 for many major governmental and private clients across Florida. We can provide the City with a tank compliance program that includes an inventory of their tanks, a compliance schedule, budget estimates, and IImonitoring schedule. • Selected Underground Storage Tank Projects completed by Universal: 11 , Company Project Location C Carse Oil Company, Inc. Sal Removal Ideal Store,Apopka Road,Ocoee, Florida Florida Department of Soil Screening and Groundwater Former Imperial Gas Station,SR 438, L Transportation Sampling Ocoee, Florida Petroleum Equipment contractors, Tank Closure Assessment Overnight Transport 350 Enterprise Inc. Drive,Ocoee,Florida The Southland Corporation Contamination Assessment Report and 7-11 Store,2901 West Highway 50, Remedial Action Plan Ocoee,Florida The Southland Corporation Remedial Action Plan Reimbursement 7-11 Store,3903 West Highway 50, Application Ocoee. Florida AT&T Underground Tank Removal and Statewide Assessment The Southland Corporation Tank Abandonment Statewide Tank Removal Tank Closure City of Orlando Tank Removal Citywide Tank Closure 13 ./30cIng A World of Minna' UNIVERSAL ENGINEERING SCIENCES, INC. �I ii r Environmental Sciences • Oootochnlc.l Engineering Threshold inspection • Construction Materials Testing Services I • Other Underground Storage Tank projects completed by Universal Engineering Sciences include: IA T & T Radio Relay Stations Belair Packing House, Vero Beach City of Daytona Beach Bamboo Mobile Village, Bonita Springs City of South Daytona Beach Harts Dairy, Ft. Myers City of Sanford Southport Landfill, Osceola County St. Josephs Nursing Home, Port Tanner Road, Orange County Charlotte College Heights Water Treatment Plant Sea World of Florida OCPUD Lake Yale Baptist Convention Pine Hills Wastewater Plant, OCPUD Center Eastern Regional Wastewater Plant, Kennedy Space Center OCPUD Orlando International Airport Orlando Sentinel, Orlando Belair Packing House, Ft. Pierce T. G. Lee, Orlando 7. WATER TREATMENT FACILITIES • Wat er Well Investigation g From review of the Request for Proposal and our understanding of the City of Ocoee's Five Year Capital Improvement Program, we understand that the City may require Universal's services for the abandonment and replacement of selected water supply wells. Universal's hydrogeologist and water supply engineers are very well experienced in all phases of water supply well design and construction and can assist the City of Ocoee in evaluating problems with existing water supply wells, designing and inspecting abandonment of water supply wells, repairing wells, and designing and constructing replacement wells. We are also well versed in the requirements of aquifer performance tests and consumptive use permits to permit new wellfields or to expand the capacity of a wellfield. The inspection of wells that are experiencing problems involves a review of construction and production records combined with downhole analyses. The review of construction records may identify potential problems in the geology or history of construction, and the review of production records may identify the development of a problem over the long term. Downhole inspections of water supply wells may include downhole television inspections, geophysical logging, and bacteriological analyses. Universal's hydrogeologists and engineers can evaluate the information developed Ifrom such assessments and develop recommendations for repair or C 14 °Building A World of Difference' E C UNIVERSAL ENGINEERING SCIENCES, INC. I �/ Environmental Sciences • Geotechnical EnginewAng Threshold inspection • Construction Materials Testing Services Iabandonment. Universal can further assist the City of Ocoee in preparing specifications for repair or abandonment and selecting qualified contractors to I perform the work. Universal's staff can then inspect the conduct of the work to verify that the specifications are followed. When it is necessary to replace a well or to add wells, Universal can prepare an appropriate design based upon the desired capacity of the well and our understanding of the hydrogeology of Central Florida. We can then assist the City in selecting qualified contractors and in inspecting construction of the wells to verify the contractor's adherence to the specifications. I If the City intends to expand the capacity of a wellfield, it will need to obtain a modification of its consumptive use permit. The Water Management District will I usually require additional information in the form of either a full scale aquifer test program or, in the more restricted instances a step drawdown test, to verify the capacity of the wellfield and to demonstrate lack of interference with other I regional and local permitted users. Universal's staff is familiar with the regulatory requirements and the many forms of aquifer performance tests analysis. We can assist the City in all stages including design of the test, performance of the test, IIand negotiations with regulators. • Design Level Geotechnical Evaluation IWater plant additions can be treated like all other structures, as described previously, except one major issue. With a multitude of utility lines going in and out of any treatment facility, total and differential settlement become an even greater concern than with a typical building. Our evaluation will be planned with limited settlements in mind. We may use our state-of-the-art flat plate dilatometer to investigate the in-place soil strength parameters, which are critical to settlement evaluations. Water storage facilities are usually ground storage tanks or elevated tanks. Each type of system have different geotechnical problems. A ground storage tank is a large 70-feet to 200-feet diameter shell structure that can typically tolerate significant amounts of settlement (around 6-inches). Because these tanks are rather large, settlements are influenced to depths on the order of 100 feet. Therefore, we would be looking at deep borings along with dilatometer soundings to properly evaluate any compressible soils. The elevated storage tanks may hold similar volumes of water, but do not require Ithe magnitude of real estate that a ground storage tank does. Because elevated I 15 "Bullring A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. ,'/ Environmental Sciences • tleotechnlcal Engineeri g Threshold inspection • Construction Materials Testing Services II tanks are 50 to 100 feet in the air, they must be designed for hurricane loads. Foundation design must include these loading conditions, which means that pile foundations are common. Our engineers will provide a report that details various appropriate foundation I alternatives. Our report will provide recommendations for bearing capacity, settlement, pile designs, site preparation, and any other appropriate items. E • Construction Materials Testing The construction of water treatment facilities consists of water plant additions, I wells, and water storage facilities. The areas of construction materials testing will include the construction of building pads to consist of proof roll inspection, soils compaction verification of the select fill material and foundation in-place density tests. The primary emphasis of quality control should be placed on cast in-place concrete. The concrete for a water treatment facility should be constructed to provide a watertight and durable structure. If the concrete does not have the Cnecessary QC/QA testing, the service life of the structure may be lessened. We propose to staff all water treatment facility projects with a minimum certified ACI Level I and Level II engineering technician. The technician would be experienced not only to provide the necessary soils compaction testing and inspection services, but would also have the technical expertise required during I and after the placement of concrete. The concrete testing services would include casting of 6" by 12" test cylinders, slump and air entrainment tests, unit weight tests for mass concreting, inspection and documentation of curing procedures. B. STATEMENT OF QUALIFICATIONS Universal Engineering Sciences provides professional services encompassing all areas of geotechnical engineering and environmental sciences. This section has briefly discussed these services and gives a more detail list of the individual services we provide. This only gives an idea of the range of services we provide, and does not include everything we do. However, we will provide the services in the best way to the City of Ocoee. This is due to our dedication to quality and service, backed up by our experience and competence. 1. GEOTECHNICAL ENGINEERING SERVICES Universal Engineering Sciences has a long history of providing quality service in all phases of geotechnical engineering. We are Florida Department of Transportation pre- 16 "Building A World of Difference L I UNIVERSAL ENGINEERING SCIENCES, INC. ,'/ Environmental Sciences • OeotecJmlcal Engineering Threshold Inspection • Construction Wends Tooting Services qualified to conduct geotechnical and materials testing work related to highway design and construction. Additionally, our engineers have served private developers, industrial II complexes, government agencies, and other professionals. They have worked on projects ranging from high-rise buildings, industrial developments, and commercial facilities, to solid and hazardous waste landfills, pre-purchase environmental audits, and [ hazardous waste clean ups. Universal Engineering Sciences' geotechnical engineering division provides services in three major areas outlined below. • Site Feasibility Studies • Foundation Settlement; Magnitude • Soil Mapping and Classification and Time-Rate Predictions • Sinkhole Evaluation • Landfill Siting Studies • Landfill Siting Pre-qualification • Groundwater Potentiometers Assessment • Exfiltration Analysis • Muck Probes and Mapping • Permeability Evaluations • Subsurface Investigations • Underdrain Evaluation and Design • Foundation Engineering • Pavement Design • Geotechnical Consulting • Groundwater Control Mechanisms • Earth Dam Design • Borrow Pit Studies • Slope Stability Analysis • Percolation Tests • Foundation Recommendations • Settlement Monitors • Specialized Foundation Design • Borehole Extensiometers • Subsurface Geophysics • Tie-Back Load Cell Instrumentation • Settlement Analysis • Strain Gauge and Load Cell • Stability Analysis Installation and Monitoring • Retaining Wall Design • Crack Displacement Monitors • Cone Penetrometer Soundings • Thermistors / Moisture Gauges • Seepage Analysis • Sound Monitoring • Sinkhole Remediation Design • Pre-Purchase Inspections • Structural Recommendations • Ground-Penetrating Radar • Value Engineering Analysis • Data Logger and PC • Earth Instrumentation Capabilities • Earth Dam Design • EM Surveys • Shallow and Deep Foundation • Resistivity Meter Design Capacities • Water Level Meters 2. DRILLING SERVICES Universal Engineering Sciences' corporate drilling staff includes four licensed well contractors, ten registered well drillers, and ten drilling assistants. They are supported by two groundwater well development crews and select, knowledgeable, support crews. The result is well-trained,very experienced drilling teams. Universal's Drilling Department I 17 "Building A World of Dorene° UNIVERSAL ENGINEERING SCIENCES, INC. I U/ Environmental Sciences • Geotechnical Engineering I Threshold Inspection • Construction Materials Testing Services III is registered in all Florida Water Management Districts. In addition, Universal carries special licensing in Lee County and Cape Coral, Florida. I Our Drilling Equipment includes 6 drill rigs ranging from the CME-45 to the CME-85. The rigs are mounted on either all-wheel drive trucks or all-terrain vehicles. They can also be mounted on special platforms, such as barges or skids, for difficult site access. A list of our drilling capabilities is presented below: I • Standard Penetration Test Borings • Grouting Services • Environmental Drilling Services, • Aquifer Pump Tests Levels B through D • Methane Monitoring Wells • Auger Borings • Flat•Plate Dilatometer Testing • Undisturbed Soil Sampling (Shelby • Downhole Shear Models Determina- Tubes, Pitcher Barrel, and Osterberg tions Samplers)L • Inclinometer Installation • Diamond-Bit Rock Coring • Monitoring Well Installation and • Soil Resistivity Studies Grouting • Aquifer Packer Tests • Groundwater Recovery Wells • Compliance Quality, Groundwater • Groundwater Monitoring Wells Monitoring Wells • Piezometers • Seismic Refraction Profiling 3. ENVIRONMENTAL SERVICES Universal Engineering Sciences offers a wide range of environmental consulting services tailored to the specific needs of the City of Ocoee. Typically, we help clients with envi- ronmental facility permitting, assessing environmental problems, and finding the least I costly methods to bring them into compliance with current environmental regulation. The principal consultants of our firm have a wide variety of environmental experience enabling us to help clients with diverse needs. We serve many municipal, industrial, commercial, I and private sector clients from our six office locations. The main areas of environmental and hydrogeological consulting services we provide are: pre-purchase environmental assessments, storage tank management services, hazardous waste, solid waste, and Ihydrogeological consulting. PRE-PURCHASE ENVIRONMENTAL ASSESSMENTS IUniversal Engineering Sciences has extensive and detailed experience in all phases of pre-purchase environmental assessments. However,pre-purchase environmental assess- ments are not Universal's only environmental service area. In fact, we feel that the II diversity of Universal's environmental practice makes us an ideal firm to perform pre- 18 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. u/ Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Tasting Services I purchase environmental assessments. One must understand issues of hazardous waste regulation, contaminant transport, underground storage tank matters, and hydrogeology to perform effective pre-purchase environmental assessments. • Phase I Environmental Assessments • Compliance Audits • Phase II Environmental Assessments • Asbestos Assessments • Preliminary Contamination • Assessments Assessments • Remedial Action Plans and Site • Groundwater and Surface Water Remediation [ Assessments STORAGE TANK MANAGEMENT SERVICES Universal specializes in petroleum storage tank management services. This includes storage tank registration and abandonment, contamination assessments, underground storage tank removals, remedial action plans, site soil and groundwater clean-up, hardware maintenance, and closure monitoring. We have prepared state-wide manage- ment plans for clients who are planning to install aboveground or underground storage tanks. We offer consulting advice on regulation compliance, tank registration, containment design, and monitoring systems. Our design and environmental professionals are anxious to help those who need good advice and innovation for their projects. • Above Ground Storage Tank • Remedial Action Plans Contamination Design and Permitting • Site Soil and Groundwater Remedia- • Leaking Underground Storage Tank tion, Equipment Maintenance, Moni- Investigations toring, and Reporting • Underground Storage Tank Removal • Compliance Vapor and Groundwater and Installation Supervision Monitoring Well Installation • Soil and Groundwater Contamination • Emergency Spill Response Assessments and Work Plans HAZARDOUS WASTE Universal Engineering Sciences' registered professional geologists, engineers and hydrogeologists have performed many hazardous waste investigations. Our experience includes pre-purchase audits, hazardous waste landfill design, construction QA/QC, improper disposal investigations, toxic waste and QA/QC monitoring and contamination I assessment studies. We also can help with environmental facility permitting and compli- ance audits. We have performed these surveys for industrial, governmental, and private sector clients throughout the southeastern United States and Florida. Representative projects follow in this section. 19 sunning A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. �I II II / Environmental Sciences • Oeotechnlcal Engineering Threshold Inspection • Construction Materials Testing Services • Waste Disposal Investigations • Remedial Action Plans • Soil and Groundwater Contamination • Asbestos Identification and Testing Assessments • Asbestos Remediation Design and • Toxic Spill Cleanup Supervision Specifications • Health and Safety Contingency and • Air Quality Testing Preparedness Plans • Radon Testing and Control SOLID WASTE Universal Engineering Sciences' design professionals provide solid waste site charac- terization and design services that will meet the requirements of state and federal regula- tory agencies throughout the United States. With our in-house drilling, testing, and design capabilities, we have provided our clients turn-key solid waste services. Such services include solid waste landfill siting, landfill expansions, closure plans, post-closure care narrative, groundwater monitoring systems, landfill lining design, and QA/QC testing for clay and synthetic liners. We perform these services according to the latest tech- nology and current state and federal regulatory requirements. Our good rapport and continuous interactions with the state and federal regulatory agencies enable us to enjoy an excellent reputation for accomplishment and technical competence. • Landfill Siting and Site Hydrogeology • Methane Well Installation • Permit Level Site Characterization • Monitoring Well Design • Hydrologic Modeling and Installation • Groundwater Monitoring Plans • Methane Gas Control • Closure PlansLand Treatment Systems • Site Remedial Action Plans • HYDROGEOLOGICAL CONSULTING The hydrogeological professionals of Universal Engineering Sciences can assess I groundwater sources and quality for pre-development activities, environmental audits, effluent disposal and water supply needs. Using our strong computer modeling capabilities, we can evaluate available water resources, the impact of spray irrigation, effluent disposal and percolation ponds, and groundwater level and quality. We conduct I aquifer performance (pump) tests, supply well design, construction supervision, and performance testing. In addition, we have performed many studies to obtain both the Development of Regional Impacts and consumptive use permits for individual and indus- I trial uses. • Aquifer Performance (Pump) Tests • Water Supply Consumptive Use • Wetlands Soil Assessments Permits • Spray Irrigation and Percolation • Aquifer Modeling Studies Pond Permitting Studies • Supply Well Design, Consultation II • Well Field Location Planning Supervision and PerformanceTesting • Development of Regional Impact II 20 "Building A World of Difference* I UNIVERSAL ENGINEERING SCIENCES, INC. ,I Envl►onmwtsl Sciences • Oeobd�Mcal Englnw*ig Threshold Inspection • Construction Materlals Testing Sonless • Groundwater Monitoring Plans • Wastewater Reuse Investigation • Water Resource Investigations 1 I r 21 Bulldog A World of DNference• UNIVERSAL ENGINEERING SCIENCES, INC. �rEnvironmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing Services 4. CONSTRUCTION MATERIALS TESTING AND THRESHOLD INSPECTION • Universal Engineering Sciences provides full-service capabilities to the construction team. Our services include construction materials testing in both the field and the laboratory to help determine compliance with project plans and specifications. We also provide the state mandated threshold inspection services. We provide these services in many ways, depending on the individual needs of our clients. The following table summarizes the range of materials testing services we provide: • Construction Material Testing • Monitoring site preparation • Field testing of soils as construction • Inspection of ready-mixed concrete, materials soil-cement, asphaltic concrete, and • Field testing of concrete precast concrete plants • Field testing of asphaltic concrete • Threshold inspections • Field testing of structural steel • Inspection of structural elements • Laboratory testing of soils, concrete, • Non-destructive testing and asphalt • Conducting special tests and • Evaluation of construction materials inspections • Mix design for soil stabilization, • Evaluating materials in existing concrete, soil-cement, and asphaltic construction concrete C 22 "Building A World of DfMwence• III UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Ooobdhnlcal EntllnewMg Threshold Inspection • Construction Matwaia Testing Swvko@ C. KEY PLAYERS AND RESUMES Project Management is the practical art by which we accomplish technical goals within a specified time and a specified budget. This practical art has as its key elements planning, communication, implementation, tracking, and adjustments required to meet the project goals. Those five elements conscientiously applied allows us to achieve the goals of a project of any size or complexity. However, the details of application may vary to meet the specific needs of our clients. The first step in any project is planning. During this process the project manager and his staff in consultation with the client, develop an accurate scope of work designed to meet the client's requirements. From the scope of work, the project manager will identify required resources of personnel, subcontractors, and equipment. We then estimate the most efficient schedule for all technical elements while allowing for common delays such as inclement weather and regulatory review of documents. Given those elements, Universal then prepares a budget for each element of the work. Universal's planning for serving the City of Ocoee has already begun with the organization of Universal's project team (Figure 1). The project organization chart identifies key personnel and key subcontractors and their assigned roles. Universal's key personnel assigned to the project are: Project Coordinator: Martha Gianitsis, a resident of Ocoee, will be our Project Manager. Ms. Gianitsis will have overall responsibility for management and tracking of all phases of the project. She will coordinate project assignments, and be responsible for contract administration and day to day communications with client and staff. With the technical service directors, she will assign Project Engineers/Geologists for individual work assignments. Ms. Gianitsis will establish procedures for maintaining expenses at planned levels. She will review all invoices and sub- contracts for consistence with Universal's contract with the City of Ocoee. Environmental Services Director: William D. Adams, P.G., will be our Environmental Services Director. Mr. Adams will provide technical direction for the environmental service areas, including hydrogeology, groundwater modeling, and underground storage tank projects. He will assign a Project Geologist best suited to perform the necessary tasks. He will monitor the technical progress, insure quality control, and provide review of the final work product. Engineering/CMT Services Director: R. Kenneth Derick, P.E., will be our Engineering and Construction Material Testing Services Director. Mr. Derick will act as special consultant on the project for engineering, solid waste, and construction related projects. He will provide technical direction and help assign work to one of our Project Engineers. He also will review final reports, ensure quality control, and monitor technical progress. I 23 %Bulldfnq A World of Difference I UNIVERSAL ENGINEERING SCIENCES, INC. �r Environmental Scls ncN • Oootechnical Engineering Threshold Inspection • Construction Materlals Testing Services Groundwater Modeling: Tom Zankert, P.G., will head our hydrogeology and groundwater modeling efforts. Mr. Zankert uses the USGS groundwater flow model MODFLOW to analyze groundwater hydrology based on site specific data. He uses MOC and Random Walk to evaluate contaminant transport. Construction Materials Testing: Fred Schmalzer, P.E., will head our construction materials testing program. Mr. Schmalzer will direct all field and laboratory testing for soils, concrete, and other construction materials. He will monitor the day-to-day operations and provide technical direction to our engineering technicians. Underground Storage Tanks: James E. Golden, P.G., a resident of Ocoee, will direct underground storage tank closure and contamination assessment activities. Mr.Golden will work with our staff geologists and environmental technicians to rapidly proceed with UST activities. Geotechnical Engineering: Bruce H. Woloshin, P.E., who lives one block from Ocoee, will head our Geotechnical Engineering efforts. Mr. Woloshin will be responsible for subsurface explorations and geotechnical consulting on construction projects. He will provide technical direction and monitor the progress of our staff engineers. Resumes of these key personnel are included at the end of this section. I 24 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. 116.�I Environments!Sciences • Geotechnical Engineering Threshold Inspection •Construction Materials Testing Services • CITY OF OCOEE l MARTHA GIANITSIS Project Coordinator I KEN DERICK,P.E. BILL ADAMS,P.G. Geotechnicat/CMT Environmental FRED SCHMALZER,P.E. BRUCE WOLOSHIN,P.E. TOM ZANKERT,P.G. JIM GOLDEN,P.G. CMT Services Geotechnical Services Utility Hydrogeology Underground Storage Tanks SUBCONSULTANTS I 1 ANDREW BELL,INC. ANTI WAN ENGINEERING FLOWERS CHEMICAL TANK CONTRACTORS ASSOCIATES LABORATORIES WBE Contractor MBE Geotechnical Analytical Testing CITY OF OCOEE CONTINUING GEOTECHNICAL,&TESTING CONTRACT PROJECT MANAGEMENT ORGANIZATIONAL CHART • FIGURE 1 I 25 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. rEnvironmental Sciences • Ooot chn/csl En ri g Threshold Inspection • Construction Materials Testing SiWces MARTHA D. GIANITSIS Title Project Accounting Manager Expertise Cost and Schedule Control Experience Ms. Gianitsis has a diverse accounting background which includes implementing and maintaining accounting systems,project auditing,quality control,and recommendations for Universal Engineering Sciences projects. Ms. Gianitsis monitors and maintains budgetary ledgers and control accounts for the accounting department, and prepares interim and/or interpretive financial analysis reports in accordance with federal and state guidelines. This experience gives Ms. Gianitsis a strong background in maintaining the overall budget process for each of the Universal Engineering Sciences Hydrogeology and Geotechnical Engineering project managers. Ms. Gianitsis aids project managers in tracking project related expenses, support staff and subcontractors associated with the job tasks, and overall budgetary performance. Related Projects Ms.Gianitsis is the Project Administrator for Southland Corporation's active 7-Eleven sites for the entire state of Florida. Ms.Gianitsis is responsible for monthly invoicing,providing budgetary information on reimbursement sites for the Reimbursement Specialist and the Florida Department of Environmental Protection, as well as budget monitoring for the project managers on all tasks. The quality and timeliness of her work allows us to keep on schedule and within budget for 300 sites in this over$7 million contract. Ms. Gianitsis serves as Project Administrator and assists the project managers in maintaining budgets on Contamination Assessments,Remedial Action Plans,and other environmental project types. Through these joint efforts, the project budgets are continually monitored for effectiveness and efficiency. Ms. Gianitsis maintains budgets for approximately two hundred or more Universal projects. Ms. Gianitsis serves as Project Administrator for Phase I and Phase II Environmental Assessments. Ms. Gianitsis conducts budgetary analysis of each project based on the proposed versus actual hours and dollars. The final analytical figures also include direct costs and subcontractor costs incurred by the project. Ms. Gianitsis also assists the Controller in all facets of credit and collections. Her efforts are critical to helping maintain cash flow for the company. Academic Background Bachelor of Business Administration - Accounting Austin Peay State University, 1986 UES Office Orlando Headquarters 26 "Building A World of Difference' u4 UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold Inspection •Construction Materials Testing Services R. KENNETH DERICK, P.E. Title Vice President - Geotechnical, Solid Waste and Construction Services llExpertise Geotechnical Engineering, Construction and Environmental Services I Experience Mr. Derick holds advanced degrees in civil engineering and has nineteen (19) years experience performing and managing complex engineering work for geotechnical, construction materials testing and environmental projects in the eastern, southeastern, and Guff South regions of the United States. These projects were performed for private developers, local,state and federal governments,industrial complexes,and both private and commercial landfill developers. He has provided design services for clay liners used for solid and hazardous waste landfills,primary containment and closure caps. He has also served as engineer of record for Quality Control/Quality Assurance (QA/QC)testing of synthetic liner containment system at a solid waste landfill site. Mr. Derick has also • served as an expert witness to provide testimony regarding slope stability problems, forensic studies, and geotechnical siting of landfills. He has performed numerous II regulatory agency negotiations on behalf of his clients'interest for groundwater monitoring issues, facility permits, and contamination assessment projects. Mr. Derick has completed the OSHA 29 CFR Part 1910.120 Health and Safety training,as well as the 8- Hour Supervisors' course. IAs Vice President, Mr. Derick is responsible for the performance, staffing and administration of all engineering, solid waste,and construction personnel. In addition to performing geotechnical analysis and foundation recommendations for major projects,he Ialso provides peer review for technically complex geotechnical projects. Representative Projects • Geotechnical Design,Municipal Airport,Calcasieu Parish.Louisiana. Mr.Derick served I as project manager and principal reviewer for developing geotechnical design information for this municipal airport. The geotechnical responsibilities included site preparation procedures; design of subbase, base, and structural layers; and QA/QC program for facility construction. • Solid Waste Site Studies; Gulf Coast Region. Provided geotechnical site characterization and hydrogeological studies for Phase I and Phase II assessments and II permit level studies for proposed sanitary landfills (50 - 600 acres each) in Lake Charles, Shreveport, Monroe, Alexandria, and St. Martinville, Louisiana; Gulfport, Mississippi; Marianna, Florida; Memphis, Tennessee;and over eight sites in Georgia. • Conoco Pecan Grove Dock Terminal:Sulphur,Louisiana. Mr.Derick served as project manager for this 50 acre industrial development. Geotechnical considerations included slope stability analysis, laterally loaded piling design, dolphin design, dock terminal design,stilling basin design, pavement recommendations,tank foundation settlement Iand bearing capacity analyses, and building foundation recommendations. • Proposed IPT, AGT System and Airside #1 Building Addition. Orlando International Airport.Orlando,Florida. Provided principal review of geotechnical recommendations for the proposed IPT, AGT System and Airside #1 Building Addition. Recommendations included shallow and deep foundation response for various road conditions. The report also included site preparation and construction crecommendations. C 27 "Building A World of Difference P UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold inspection • Construction Materials Testing Swifts R. KENNETH DERICK, P.E., Continued • Sheet Pile Evaluation at Burrell Lock and Dam, Lisbon, Florida. Mr. Derick provided geotechnical evaluation of 20 year old sheet pile system for the structural engineer of record. He provided the maximum bending moment,recommended section modulus, and evaluations of waler and tie-rod allowable capacities. • Taxiway B-C,Forensic Study,Orlando International Airport.Orlando.Florida. Provided forensic evaluation of Taxiway B-C at Airside 3 at the Orlando International Airport. Determined the cause of taxiway failures and provided repair recommendations. • Ventura Subdivision Pavement Evaluation. Orlando, Florida. Evaluated the cause of pavement failures and projected remaining pavement life. Provided recommendations for pavement repair and drainage improvements. • Landfill, Waste Management, Inc., Jackson County. Florida. Provided site characterization of soil stratigraphy,groundwater movement,and existing Class I waste facility. Performed landfill liner QA/QC services for Cell 2 and delineated acceptable clay sources and old sinkhole locations using EM survey. • WMI Keene Road Landfill; Orange County, Florida. Mr. Derick serves as project manager for closure for this C&D landfill. The closure consists of clay liner compaction verifications,permeability testing of clay liner soils,and liner thickness verification. This is an on-going closure of the 75± acre landfill. Academic Background Bachelor of Science in CMI Engineering, Georgia Institute of Technology, 1975 Master of Science in CMI Engineering, Georgia Institute of Technology, 1977 Registrations Professional Engineer, Florida, No. 37711 Also: Louisiana, Alabama, Mississippi, Pennsylvania, Maryland, Georgia, Ohio, and Virginia. Professional Affiliations American Society of CMI Engineers Florida Engineering Society Florida Institute of Consulting Engineers National Society of Professional Engineers American Concrete Institute National Council of Engineering Examiners American Society of Testing Materials Publications "Groundwater Protection for Sanitary Landfills in the Saturated Zone,'Co-authored with Dr.Gordon P.Boutwell,Jr.,P.E.;for National Solid Waste Management Association,1986. 'Hydraulic Fracturing of Nondispersive Clay Dam",Co-authored with Dr.Dan Brown,P.E.; for American Society of CMI Engineers National Convention, 1986. UES Office Orlando Headquarters 28 "Building A World of Difference" UNIVERSAL ENGINEERING SCIENCES, INC. 1.�r Environmental Selman • Oootochnlal Enpinwing Throahold InspocNon •Construction MatorlaIs Testing Umlaut WILLIAM D. ADAMS, P.G. Title Vice President, Director- Environmental Sciences Expertise Environmental Sciences - Geology; Risk Assessment Experience Mr. Adams is Vice President and Director of Environmental Sciences for Universal Engineering Sciences. In that capacity, he is responsible for managing Universal's geologists,hydrogeologists,environmental engineers,and environmental technicians on projects which address issues of environmental contamination. In his career, Mr.Adams has specialized in solving problems involving releases of industrial chemicals into the environment. He is intimately familiar with the geology and hydrogeology of Florida and has studied and worked in the area since he was a student. (Gen) Mr.Adams is responsible for projects involving groundwater quality, groundwater supply, hazardous waste management, and environmental assessments, Phase I and Phase 11. With over seventeen (17) years experience, Mr. Adams has managed and conducted contamination investigations at National Priority List(Superfund)sites,military installations, RCRA installations, and industrial facilities. He has also managed water resource projects and has participated in environmental impact statements, power plant studies,developments of regional impact,construction of water supply wells,injection well construction projects, and coastal zone management studies. In the following representative projects,Mr.Adams and his team of hydrogeologists have performed detailed assessment of subsurface geology and hydrogeology in support of applications such as application of treated wastewater,borrow pit design,assessment and remediation of contaminated of groundwater and development of subsurface water resources. Related Projects • Aquifer Performance Test and Consumptive Use Permit Modification Application,City of Port Orange. Florida. Universal Engineering Sciences performed Aquifer Performance Tests and Analyses to support the application for modification of the permit for operation of the city's welifield. Principal considerations in this investigation were the interactions between the groundwater and surface water in wetlands located throughout the wellfield. • Investigation of Turbidity.Central Florida Welifield. Mr.Adams was project director for the investigation of turbidity in a Central Florida welMeld which is constructed into the upper Floridan aquifer. The well field had a history of producing reddish color turbid water. Universal was retained to investigate the situation. In assessing this wellfield we ran geophysical logs, examined the well and casing by means of a downhole television log,and collected water samples for water quality analysis. The television and geophysical logs indicated a zone of turbid water production in the upper open hole portion of the well. The client elected to install a liner to block off the zone of turbid water production. The liner was installed by a subcontractor under Universal's contract. 29 "Bulking A World of OMorona• UNIVERSAL ENGINEERING SCIENCES, INC. �I Environmental Sdonc s • OootecMkai Engineering Threshold Inspection • Construction Materials Testing Services WILLIAM D. ADAMS, P.G. - Continued • Investigation of Bacteria in Deep Groundwater,Central Florida. Universal Engineering Sciences was retained to investigate turbid water and bacterial slimes in a Central Florida wellfleld and water treatment plant. The wells in this wellfleld were constructed into both the upper and lower Floridan Aquifers. In the investigation, we collected samples of groundwater for chemical and microbiological analysis and performed a complete set of geophysical logs including downhole television logs. Water quality analyses confirmed a heavy infestation of bacteria within the wells investigated. We also noted advanced corrosion of the well pumps, columns and casings. At the client's request, we implemented a well cleaning operation using a Florida licensed water well contractor. The cleaning process involved detailed scrubbing of the interior of the entire length of the well casings, followed by purging of the wells,followed by acidization and chlorination of the wells. • Hvdrogeologic Assessment for Land Application of Treated Wastewater. Proposed West Lake Development.Lake County,Florida. In this study,Mr.Adams and his team of geologists and geotechnical engineers performed the hydrogeologic investigation required to support a permit application for land application of treated wastewater under Chapter 17-610,Florida Administrative Code. The desired application rate was one million gallons per day through a combination of rapid infiltration basins and low rate application in landscaped areas. Since the desired application rate exceeded 100,000 gallons per day,the team also prepared a groundwater monitoring plan. • Hvd rogeolog ic Investigation and Groundwater Monitoring Plan.Wastewater Treatment Plant, Hillsborough County. Florida. Universal's team conducted hydrogeologic investigation of an existing percolation pond in support of a permit modification application. The Universal Team characterized subsurface conditions, performed required mounding analyses, and prepared a groundwater monitoring plan. • Borrow Pit/Wetland Interaction Analyses,Orange County,Florida. Mr.Adams and his team evaluated the hydrogeologic effects of a borrow pit permitted by the St.John's River Water Management District on three wetlands. The contractor constructing the borrow pit exceeded the permitted dimensions and altered the hydrogeology of nearby isolated wetlands. Universal evaluated the hydrogeology of the area using a groundwater flow model(MODFLOW)and was able to demonstrate to the satisfaction of the Water Management District that the borrow pit as permitted would have had similar hydrologic consequences for the nearby wetlands. This finding greatly reduced the penalties resulting from the unauthorized expansion of the borrow pit by the contractor. • Environmental Assessment.Port Canaveral,Florida. Mr.Adams was project director for this assessment of environmental conditions of properties held by the Canaveral Port Authority. Mr. Adams was responsible for the direction of the project and oversaw the activities of Universal's project manager and field investigation team. This contract was a continuing services contract whose objective was to assess potential environmental exposures associated with tenant activities at Port Canaveral. The initial assignment under the contract was for a baseline study to identify items for current action with recommendations for further audits and assessments to assist the Canaveral Port Authority in proactively managing environmental compliance of its operations and those of its tenants. 30 "Building A World of Difference C UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Oootschnlcal Englneaing Threshold Inspection • Constructlon Materials Testing Services i WILLIAM D. ADAMS, P.Q. - Continued Academic Background Master of Science - Geology, University of Florida Bachelor of Science - Geology, University of Florida Photographic Interpretation Training, U.S. Navy Registrations Professional Geologist: Florida, South Carolina Professional Affiliations National Groundwater Association Florida Environmental Assessors Association Publications Adams, William D. & Golden, James E. 1992. Comparison of the Effects of Geologic Environment on Volatile Organic Plume Development. Journal of Hazardous Materials, Volume 29, pp 17-41. Elsevier Sciences Publishers, b.v.,Amsterdam. Mehta, A. J., Adams, William D., & Jones, C.P. 1976. Sebastian Inlet Glossary of Inlets Report No. 3. Florida Seagrant Program. University of Florida, Gainesville, Florida. Mehta, A. J., Jones, C.P., & Adams, William D. 1976. John's Pass and Blind Pass Glossary of Inlets Report No. 4. Florida Seagrant Program. University of Florida, Gainesville, Florida. Odom, Ralph & Adams, William D. 1990. Selection of a Remedial Alternative at a Superfund Site in an Environmental Sensitive Context. Journal of Hazardous Materials, Volume 25, pp 309-320. Elsevier Sciences Publishers, b.v.,Amsterdam. Walton,Todd, &Adams,William D. 1976. Capacity of Inlet Outer Bars to Restore Sand. Proceedings of the 15th Engineering Conference, Hawaii, July 1976. UES Office Orlando Headquarters L I 31 "Bulldog A World of Differences C r UNIVERSAL ENGINEERING SCIENCES, INC. 1.40 UNIVERSAL Sciences • Oeotechnlcal Engineering Threshold inspection • Construction Materials Testing Se Ices I FRED J. SCHMALZER, P.E. Title Department Manager- Construction Services Expertise Soils&Construction Materials Engineering Testing,Foundation Soil Evaluation,Pavement Section Design & Investigation, Threshold Inspection, Load Testing, Concrete & Soil - Cement Mix Design, Prestress and Post Tension Concrete Inspection, Augercast and il Driven Pile Inspection. Experience Mr. Schmalzer has twelve (12) years of experience in the field of construction materials engineering and testing throughout Northern and Central Florida. He has managed field and laboratory services,and has gained hands-on experience during his involvement on hundreds of construction related projects ranging from small office facilities to some of I Florida's largest construction projects. Specific experience includes airports, highways, subdivisions, roads and threshold inspection. He is responsible for the approval of materials from borrow sources,identification and disposal of unsuitable soils,compaction of soils, and design of soil cement mixes for pavement base course. He is also responsible for the testing and inspection of bridge construction,including pre-and post- tensioned slabs and beams, pile load tests, production pile installations and reinforced concrete. His experience includes foundation soil evaluation, pavement section design and testing, concrete mix design, soil cement mix design, roofing analysis, load testing, Cspecial test design and structural inspection. As Department Manager,he is responsible for all aspects of construction materials testing projects including contract negotiations, pre-construction meetings, review of field and laboratory data, and report preparation for forensic analysis. Related Projects • I-4/Turkev Lake Road Interchange Including Adjacent County Roads,Orange County, Florida. Mr. Schmalzer was the Project Manager/Materials Engineer who supervised all testing and inspection services. Mr. Schmalzer reviewed all field and laboratory reports generated related to the following: widening of the Turkey Lake Bridge II Underpass and construction of the new bridge overpass; eastbound exit lane which spanned an old sinkhole employing a geogrid/surcharge soil improvement technique; prestress pile inspection during pile driving;temperature monitoring of mass concrete _ pile caps for temperature differential; shop and field inspection of structural steel box girders to include coating inspection of paint. International Drive Extension, Westwood Boulevard to State Road 535, Orlando Florida. Mr.Schmalzer was the Project Manager/Materials Engineer for the extension II of the 6-lane flexible pavement system of approximately 5 miles in length. Mr. Schmalzer was responsible for the Q.C./Q.A. materials testing of the stabilized subgrade,soil cement base course and asphaltic-concrete structural layer and traffic II wearing surface. His responsibilities also include testing for infrastructure underground utilities such as stormwater, gas lines, box culverts and telephone conduits. Mr.Schmalzer reviewed,signed,and affixed his engineering seal to all field and laboratory testing and inspection reports. II I 32 "Building A World of Difference' i I UNIVERSAL ENGINEERING SCIENCES, INC. U/ Environmental Sciences • Deotechnlcal Engineering I Threshold Inspection •Construction Matartals Testing Services FRED J. SCHMALZER, P.E. • Expansion of Hiawassee Road, Orlando, Florida. Mr. Schmalzer was the Project I Manager/Materials Engineer who supervised all field, testing and inspection reports as well as related in-house laboratory test reports. Mr. Schmalzer was responsible to Orange County Public Works for the Q.C./Q.A.testing during the construction of the flexible pavement with related infrastructure underground utilities. The project I consisted of stabilized subgrade which required product control test checks such as the Umerock Bearing Ratio,in-place density tests(Nuclear and Sand Cone Methods), molding and testing soil cement compressive strength pill specimens, 7-day walk- through inspection of the soil cement base to denote surface compaction planes,and Icoring of the asphalt-concrete for depth and density. • East West Expressway, Orlando, Florida. Mr. Schmalzer was the Project I Manager/Materials Engineer who supervised prestress inspectors during the fabrication of prestress piles and bridge girders at Durastress Prestress Facility in Leesburg,Florida. The Q.C./Q.A.inspections were conducted in accordance to FDOT specifications for prestress/precast products and for related concrete testing services I such as 6 inch x 12 inch test cylinder, slump/temperature test, and air entrainment tests. Mr. Schmalzer reviewed all inspection reports and visited the site on a weekly basis. • Rehabilitation of Runway 18R-36L,Orlando International Airport;Orlando,Florida. Mr. Schmalzer served in the capacity of Project Manager/Materials Engineer and supervised all field and laboratory testing. Mr.Schmalzer reviewed all inspection and test documents and affixed his engineering seal to the test reports. The project I included: existing pavement demolition; regrading of site; associated stormwater improvements; econocrete base batch plant and placement inspection; 18 inch portend cement concrete paving, and asphaltic-concrete wearing surface for shoulders. • South Access Road. Orlando International Airport. Orlando. Florida. Mr. Schmalzer served in the capacity of Project Manager/Materials Engineer and supervised all field I and laboratory testing. Mr.Schmalzer reviewed all inspection and test documents and affixed his engineering seal to the test reports. The project included: site development, to include clearing, grading and demucking; bridge construction to include reinforced earth wall and pile foundation construction; limerock base course I and asphaltic-concrete wearing surface. Academic Background Bachelor of Science in Civil Engineering, 1981, Michigan Technological University Certifications FDOT Prestressed Concrete Inspection FDOT Asphalt Inspection Consultant Series FDOT Earthwork Inspection Consultant Series I FDOT Contract Administration Consultant Series FDOT Traffic Safety/Traffic Accidents Consultant Series FDOT Concrete, Foundation and Bridges Consultant Series FDOT Signals, Lighting, Utilities, Environment & QPL Consultant Series FCPA Structural Masonry Inspector Registrations Professional Engineer No. 38818, Florida Professional Engineer No. 17611, Georgia Certified Threshold Inspector No. 907, Florida UES Office Orlando Headquarters I M 33 Building A World of Difference I UNIVERSAL ENGINEERING SCIENCES, INC. �I II r Environmental Selencss • Oeotochnlcal EngUNring Threshold Inspection • Construction Whorish Testing Sonless I BRUCE H. WOLOSHIN, P.E. Title Department Manager- Geotechnical Engineering Services Expertise Geotechnical Engineering II Experience Mr.Woloshin has over fifteen (15) years experience in the geotechnical engineering and materials testing fields. Mr.Woloshin has served as geotechnical engineer for all aspects of projects throughout Florida including: airports,waterfront structures,shopping centers, roadways and highways. His experience involves work during all phases of design and 11 construction. His responsibilities include the supervision of field personnel,interpretation of test data and design recommendations. Presently, Mr. Woloshin's duties include the supervision and direction of engineers, as well as the engineering management of geotechnical projects. Related Projects • FDOT Districtwide Contract. District 5, Deland. Florida. Mr. Woloshin was contract manager for various FDOT projects administered through FDOT. Projects included soil surveys, bridge widenings, sheet pile design, contamination assessments, preliminary contamination assessments, retaining wall foundation evaluations, LBR designs and seepage analyses. • International Station. Orlando. Florida. Mr. Woloshin was project geotechnical engineer for the theme park/commercial project in Orlando. The multi-use project includes a perimeter rail line,commercial and retail facilities. Mr.Woloshin prepared geotechnical engineering designs including evaluations for bearing capacity and settlement calculations for the proposed structures,along with recommendations for the rail line and parking areas. • Seminole County Expressway. North of Redbuq Road to South of Lake Jessup, Seminole County,Florida. Mr.Woloshin was the project geotechnical engineer for this section of expressway. The geotechnical design had to account for three bridge crossings,one interchange,embankments up 30 feet high,and various deep pockets of unsuitable soils. • Splendid China Theme Park. Kissimmee, Florida. Mr. Woloshin was the project geotechnical engineer for the theme park that displays miniature replicas of Chinese attractions, monuments, and exhibits. The geotechnical design included geogrid supported mountain structures,various restaurants,retail,administrative,and support Cbuildings, along with various parking and drainage facilities. • Proposed International Passenger Terminal OPT).AGT System and Airside#1 Building Addition, Orlando International Airport, Orlando. Florida. Mr. Woloshin is presently Project Manager for the initial geotechnical investigation for this project. A total of 17 soil borings will be performed, 12 with a traditional Standard Penetration Test borings and 5 using state-of-the-art flat plate dilatometer. Engineering evaluations for vertical and lateral capacity of piles,prediction of a range of settlement and bearing capacity of spread footings for the proposed Landside Terminal,Automated Guideway Transit Terminal and support piers, and the third level addition to Airside 1 will be made. 34 "Building A World of Difference' E I P UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Oootochn/cal Engineering Threshold Inspection • Construction Materials Tasting Service. BRUCE H. WOLOSHIN, P.E. - Continued • East Airfield Improvement Proiect-4th Runway,Orlando International Airport,Orlando, Florida. Mr. Woloshin was the project geotechnical engineer for the Fourth Runway and Crossfield Taxiways project which included a 9,000 foot runway with associated taxiways. The project included over 200 soil borings, state-of-the-art dilatometer testing and geotechnical analysis of a depressed roadway(tunnel). The layout of the East Airfield area included access roads,support bridges/tunnels,retaining walls,and drainage canals. • Conway Road Extension,Orlando.Florida. Mr.Woloshin was the project geotechnical engineer for the section of roadway built between the Beeline Expressway and Judge Road over a deep deposit of unsuitable soils. The project included designing a surcharge section with geogrid and vertical wick drains, through an area which contained compressible organic soils that were more than sbcty (60) feet deep. The design also included a instrumented surcharge program where the road alignment crossed over a 500 foot long and 85 foot deep 'muck'deposit. • South Access Road,Orlando International Airport.Orlando.Florida. As Geotechnical Project Manager, Mr. Woloshin was responsible for the analysis of retention ponds, bridge foundations, embankments settlements,and support of the roadway through wetland areas. This road connects the Orlando International Airport to the south with the Orlando Beltway. • The Maitland Summitt Office and Parkino Garage,Maitland,Florida. Mr.Woloshin was the project manager for the Maitland Summitt Office Park. The park consists of two. 5-story buildings and one,3-level parking garage with plans for six more buildings and three more garages. • State Road Al-A Bridge at Port Canaveral, Florida. Mr. Woloshin was the project engineer for the bridge and roadway improvements relative to the overpass construction at George King Boulevard. The project consists of a new four lane bridge,mechanically stabilized earth walls,various entrance and exit ramps and other roadway improvements. • Paisley Elementary School, Lake County, Florida. Mr. Woloshin was project geotechnical engineer for the Elementary School in Paisley. He prepared a geotechnical engineering report that identified loose soil conditions that would have led to intolerable settlements. Ground improvement procedures were recommended to account for this anticipated settlement. Academic Background Master of Science in Geotechnical Engineering, University of Massachusetts, 1986 Bachelor of Science in CMI Engineering, Purdue University, 1979 Registrations Professional Engineer No. 36734, Florida UES Office Orlando Headquarters C 35 "Building A World of Difference u/ UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Oeotechnkal Engineering Threshold Inspection • Construction/Asterisk Testing Services THOMAS M. ZANKERT, P.G. Title Senior Hydrogeologist Expertise Hydrogeology/Computer Specialist Experience As a project hydrogeologist, Mr. Zankert's primary responsibilities involve the numerical analysis and three-dimensional groundwater flow modeling in natural aquifer systems. Mr. Zankert has attended numerous seminars related to computer modeling of groundwater flow systems and solute transport. Universal Engineering Sciences has co- sponsored, under the direction of Mr. Zankert, a National Workshop with MODFLOW authors McDonald and Harbaugh to solve special modeling problems. Mr. Zankert has extensive experience conducting contamination assessments at petroleum contamination and hazardous waste sites. He also has applied his modeling expertise to recovery system design for contamination remediations, water resource evaluations,and regional environmental impact studies. Mr. Zankert has evaluated the hydrogeologic impacts of artificial recharge at numerous effluent disposal sites throughout Central Florida through the use of computer simulations. In these projects, he has evaluated the comparative benefits of rapid infiltration basins, spray irrigation, and infiltration galleries. Related Projects • Effluent Disposal Evaluation. Central Flroida Wastewater Management Facility. Polk County. Florida. The investigation focused on providing hydrogeologic data and a mounding analysis to support the expansion of existing percolation ponds to accomodate an effluent disposal capacity of approximately 6000,000 gallons. To perform the mounding analysis and evaluate the performance of the system the groundwater flow model MODFLOW was used. Based on the results of Universal Engineering Sciences' investigation and mounding analysis,the construciton permit for the facility expansion was issued. • Brandy Trails Effluent Disposal Facility, Volusia County, Florida. Mr. Zankert was project manager and performed the hydrogeologic investigation and groundwater modeling in suport of a spray irrigation system for the City of Deland to dispose of approximately 630,000 gallons of treated effluent. The evaluation included performing a mounding anlaysis using MODFLOW,calculating a nutrient and waterbalance for the site, and preparing a Groundwater Monitoring Plan. The system was permitted by FDEP and is currently in operation. • Environmental Modeling.Orange County. Florida. Mr. Zankert's responsibilities have included modeling a recovery system for contaminated ground-water at a gasoline station in Orange County, Florida. The results of his analysis were utilized for the implementation of the remedial action project phase. • Well Field Modeling. Lake Okeechobee. Florida. Mr. Zankert was responsible for the modeling of a 2.7 million gallon per day well field in the unconfined aquifer along the north shore of Lake Okeechobee.The study addressed optional well field configuration to minimize regional groundwater impact. 36 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. I U/ Environmental Sciences • Osotechnlcal Engineering Threshold Inspection • Construction Pablo*is Testing Services ITHOMAS M. ZANKERT, P.G. - Continued • Contamination Assessment.Industrial Facility, Seminole County.Florida. Mr.Zankert I was project manager for an investigation which included the installation of 19 monitor wells, piezometers, and piezometer nests to define the hydrogeology of the site and to delineate the horizontal and vertical extent of the groundwater contamination from chlorinated solvent compounds. • Contamination Assessment Report/Remedial Action Plan. S&H Fabricatina. Inca Sanford,Florida. Mr.Zankert managed an extensive assessment of shallow and deep II solvent contamination at this hazardous waste site as approved by FDER. The project included soil gas survey by portable GC and 21 monitoring wells. The Remedial Action Plan included soil and groundwater treatment. II • Remedial Desian/Remedial Action Workplan. Beauford County, South Carolina. Mr. Zankert prepared a Remedial Design/Report for a National Priority List(Superlund)site. The soil remedial design, using a low temperature Thermal Aeration Process to treat the contaminated soils on-site,has been approved by EPA Region IV and is expected to be implemented in April 1993. The Groundwater Remedial Design 90 Percent was approved by EPA,with final approval expected in May, 1993. • Atlantis Stadium, Sea World of Florida. Orlando, Florida. This project included a Contamination Assessment Report (CAR) and Remedial Action Plan (RAP) for the subject site. Mr.Zankert managed all field work and prepared the CAR/RAP to comply with FAC 17-770 to remediate gasoline tank piping leak at the site. The RA included groundwater and soil treatment to meet strict site constraints. • Soil IRA/Contamination Assessment/MonitorinC, Unialass Facility. Statesville. North Carolina. Mr. Zankert managed the removal of four 30,000 gallon USTs, on-site treatment of 2,000 yards of diesel contaminated soil,and prepared an approved CAR for the local state agency. This site is under on-going groundwater monitoring. • Contamination Assessment/Remedial Action, 7-Eleven Store No. 27506, Maitland, Florida. Mr. Zankert prepared the CAR, approved by FDER,to comply with FAC 17- 770 for a convenience store site with leaking gasoline tanks. He prepared the RAP ll design to include two recovery wells and product/groundwater treatment. The RA system is operational and remediating the site. • Contamination Assessment/Remedial Action Plan. Main Station, AT&T. Gainesville, Florida. Mr. Zankert observed removal of two 20,000 gallon USTs and conducted a CAR to assess excessive soil and groundwater contamination at this large urban site. The extensive CAR was approved by Alachua County in one month. The RAP, prepared by Mr. Zankert along with an in-house P.E., is an aggressive design to I remediate the groundwater at the site and from adjacent off-site parcels. Academic Background Bachelor of Science in Geology, Kent State University, 1984 Bachelor of Arts in Anthropology,Kent State University, 1984 Postgraduate Studies in Geology, Kent State University, 1985 Registrations Professional Geologist: Florida UES Office Orlando Headquarters I S7 °Building A World of Ddrerence° UNIVERSAL ENGINEERING SCIENCES, INC. �r Environmental Sciences • GootechnJeol End Threshold inspection • Conahuctlon Materials Testing Services JAMES E. GOLDEN, P.G. Title Manager- Environmental Sciences Expertise Environmental Sciences - Hydrogeology, Geology Experience As Manager of Universal Engineering Sciences' Environmental Sciences Division, Mr. Golden is responsible for numerous projects involving groundwater investigations,effluent disposal, solid and hazardous wastes and leaking underground storage tanks. Mr. Golden is considered an expert on Florida's storage tank rules and state-of-the-art storage tank compliance and remediation facilities. He has over eight(8)years of specific experience in serving public and private sector clients in storage tank management issues. In that time,Mr.Golden has prepared and managed petroleum tank compliance and cleanup programs for fueling operations at terminals in Florida;for communication firms responsible for over 200 tanks in Florida; and for convenience store chains responsible for over 1,500 tanks in Florida. In addition, Mr. Golden has provided expert testimony in the support of clients storage tank litigation and has presented papers at numerous seminars on petroleum remediation and contamination assessment projects. Related Projects • Mr.Golden has served as principal and hydrogeologist on the design and cleanup of over fifty (50) petroleum and hazardous waste contamination projects throughout Florida under FAC 17-770. • For the Greater Orlando Aviation Authority, Mr. Golden has managed numerous storage tank projects including aboveground tank installation, UST removal, contamination assessments (6), and the remediation of over 3,000 tons of jet fuel contaminated soils. He has also assisted in long term compliance planning for GOAA. • Mr.Golden is responsible for tank compliance,removal,replacement and remediation of a large state-of-the-art dairy operation, a division of Dean Foods, invoMng a fleet of over 300 vehicles. • Mr.Golden is responsible for management of petroleum remediation projects for. the Florida Department of Transportation(FDOT),Kissimmee Corrections;Orange County Public Utilities,Azalea Park Plant,and various tank removals;and the City of Orlando properties such as fire stations and Consery plants. • Mr. Golden is responsible for the professional review of approximately 400 projects a year invoMng groundwater investigations, effluent disposal, solid and hazardous waste and leaking underground storage tanks. • Mr. Golden is the manager of underground fuel storage tank related activities. He prepared Universal's generic Quality Assurance Project Plan (QAPP) approved by FDER and currently in place. He has been project scientist for over 200 underground storage tank projects, including several which are in the remediation stage. C 38 'Bulking A World of Difference• I UNIVERSAL ENGINEERING SCIENCES, INC. �r Environmental Sciences • Oaotechnkal Engineering Threshold inspection • Construction Materials Testing services JAMES E. GOLDEN, P.G. - Continued • Responsible for project review Mr. Golden was responsible for hydrogeologic studies of wastewater disposal stipulated by FAC Chapter 17-6; groundwater monitoring plans in accordance with Chapter 17-4; landfill site evaluation hydrogeologic studies as required by Chapter 17-7; environmental audits and pre-acquisition site evaluations. • Mr. Golden served as project manager for the water quality evaluation of the Floridan Aquifer's Deep Zone in the City of Jacksonville for Mandarin Utilities. This project consisted of designing a 1400 foot deep water supply well and developing a welifield management plan. • RCRA Compliance Audit, Grumman Corporation.St.Augustine, Florida. Mr. Golden completed a full plant compliance audit for a large quantity generator and storage facility for hazardous waste from aircraft renovation. A complete audit of the 800 employee plant resulted in full compliance with RCRA after an FDER inspection. He prepared a Part B RCRA permit application for disposal facilities and revised an emergency response contingency plan. • RCRA/Industrial Waste Compliance Audit,Manufacturing Plant.Sanford, Florida. Mr. Golden complete a full plant compliance audit of a generator of metal and solvent hazardous waste generator. The plant had a history of serious RCRA violations,but was found to be in full compliance with FDER inspections following Mr.Golden's audit and recommended corrective actions. • Petroleum Storage Tank Management Program. AT&T Communications. Statewide, Florida. Mr. Golden developed a storage tank management program for over 200 facilities throughout the State of Florida. He prepared upgrade, removal and new facility design, and schedules to comply with US EPA 40 CFR 280 and Florida Administrative Code Chapters 17-761 and 762. The management program has maintained full compliance with all local, state and federal storage tank agencies. Academic Background Bachelor of Science - Geology/Environmental Sciences, Indiana University, 1975 Post Graduate-Wastewater Treatment, Computer Modeling, Hydrogeology- University of Florida and University of Central Florida. Registrations Professional Geologist: Florida, South Carolina OSHA 40 hour Health and Safety Hazardous Site Supervisor Certified UES Office Orlando Headquarters 39 "Building A World of DMerence• I UNIVERSAL ENGINEERING SCIENCES, INC. ur Environmental Sciences • Giotkhnlcal Engineering Threshold Inspection • Construction Materials Testing Services D. SUBCONSULTANTS Our planning for this project has also included the selection of specialty subcontractors. Our subcontractors will perform specifically defined services under the supervision and control of our project manager and technical service directors. The intended scope of work for each subcontractor is: Flowers Chemical Laboratories, Inc.: Flowers will provide all required analytical laboratory services. Dr. Jeff Flowers will be available for consultation on the chemical significance of analytical results. Andrew Bell,Inc.: Andrew Bell,based in Ocoee,is a Florida licensed petroleum contractor,and a women- owned business enterprise (WBE). They will be responsible for removal or replacement of underground storage tanks, if required. Antillian Engineering Associates, Inc.: Antillian Engineering is a minority business enterprise (MBE) geotechnical engineering firm in Universal's Mentor Program. Mr.Suah is a very experienced geotechnical engineer that will complement our own staff. 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OC 'O .030.Na p 4. j 7 as :. ao E mai t Nd 7 E t > o o a) co ei klis et a) - a 4)g0 co L N = c NENU op _ Oo) } wNZw � . oO = C >. = C I! t1} � ON0cpOE0Naw .t.:_ ,4.1 t O W f :t CwN VOdC!o 07 � g N W a) ° CN 1+ 420 _a C .- _a H � ._ a O. 10 II r+ C UNIVERSAL ENGINEERING SCIENCES, INC. '�r Environmental Samos • Oaotechnkal En g Threshold Inspection • Construction Materials Testing Services SECTION III - PAST PERFORMANCE Universal Engineering Sciences has a proud history of serving local and state government agencies. In fact,we have recent involvement in several continuing service contracts with cities,counties, and school boards in the Central Florida area. Our ability to respond rapidly to their needs has been the key element to our successful relationship with those government clients. We propose to make the City of Ocoee a Preferred Client." This means that we will look after your interests first. The following lists our recent government contracts that are similar to your proposed contract. Since most represent continuing service contracts,they do not have construction costs. Where applicable,we have shown the contract dollar amount. Otherwise,where the contracts are open ended,we have shown the fees invoiced to date. CONTINUING SERVICES CONTRACT, CITY OF ORLANDO Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CUENT: City of Orlando 400 South Orange Avenue Orlando, FL 32801 CONTACT: Mr. Shane Benner (407) 246-2664 YEAR COMPLETED: 1994 FEES TO DATE: $161,100.00 CONTINUING SERVICES CONTRACT, CITY OF OVIEDO Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CUENT: City of Oviedo 400 Alexandria Boulevard Oviedo, FL 32765 CONTACT: Mr. Eugene Williford (407) 366-7000 YEAR COMPLETED: 1995 FEES TO DATE: New Contract 59 "Bullring A World of Difference' RP UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Oeotochnkal Engineering Threshold inspection • Construction Materials Testing Services CONTINUING SERVICES CONTRACT, CITY OF SANFORD Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CUENT: City of Sanford P.O. Box 1778 Sanford, FL 32772-1778 CONTACT: Mr. Paul Moore (407) 330-5640 YEAR COMPLETED: On-going FEES TO DATE: $200,400.00 CONTINUING SERVICES CONTRACT, CITY OF WINTER PARK Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, 1 Environmental Services CUENT: City of Winter Park, Public Works 1 401 Park Avenue South Winter Park, FL 32789 CONTACT: Joanne Caroli (407) 623-3349 YEAR COMPLETED: FEES TO DATE: $7,600.00 RAILS-TO-TRAILS, STATE OF FLORIDA Environmental Services, Environmental Site Assessments CUENT: Florida Department of Natural Resources Bureau of Land Acquisition, Suite 412 Tallahassee, FL 32399 CONTACT: Don Gerteisen (904) 4874784 YEAR COMPLETED: 1993 FEES TO DATE: $12,600.00 60 'Bending A World of Difference UNIVERSAL ENGINEERING SCIENCES, INC. �r EnvIronmwtal ScMna's • Gootkhnical EnpinNring Thraahold Inspection • Construction Matarlals Tasting SwWcas DISTRICT-WIDE GEOTECHNICAL ENGINEERING SERVICES, FDOT DISTRICT 5 Geotechnical Engineering, Environmental Services CUENT: Florida Department of Transportation District 5 719 South Woodland Avenue DeLand, FL 32720 CONTACT: Carl Jones 1 (904) 736-5164 YEAR COMPLETED: 1993 CONTRACT AMOUNT:$200,000.00 DISTRICT-WIDE MATERIALS TESTING SERVICES, FDOT DISTRICT 5 Construction Materials Testing CUENT: Florida Department of Transportation District 5 719 South Woodland Avenue DeLand, FL 32720 CONTACT: Frank Jaggers YEAR COMPLETED: 1993 CONTRACT AMOUNT: $400,000.00 CONTINUING SERVICES CONTRACT, GREATER ORLANDO AVIATION AUTHORITY Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CUENT: Greater Orlando Aviation Authority Construction Department One Airport Boulevard Orlando, FL 32827-4399 CONTACT: Mr. Kay Yeuell (407) 825-3463 YEAR COMPLETED: 1998 FEES TO DATE: $4,500.00 I 61 "Building A World of DBference• ' r UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • OeotachMcal Engineering Threshold Inspection • Construction Materials Testing Services CONTINUING SERVICES CONTRACT,ORANGE COUNTY PUBUC WORKS,HIGHWAY CONSTRUCTION DEPARTMENT Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CUENT: Orange County Division of Public Works 4200 John Young Parkway Orlando, FL 32839 CONTACT: Mr. Durrell Johnson, P.E. (407) 836-7970 YEAR COMPLETED: 1991 TOTAL FEES: $265,000.00 CONTINUING SERVICES CONTRACT, ORANGE COUNTY PUBUC UTIUTIES Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CUENT: Orange County Public Utilities Division 109 East Church Street, Suite 400 Orlando, FL 32801 CONTACT: Mr. Ajit Lalchandani (407) 826-7218 YEAR COMPLETED: 1995 FEES TO DATE: $775,200.00 CONTINUING SERVICES CONTRACT, ORANGE COUNTY PUBUC SCHOOLS Geotechnical Engineering, Construction Materials Testing, Hydrogeology CUENT: Orange County Public Schools 6200 Chancellor Drive Orlando, FL 32801 CONTACT: Mr. Chuck Greif, P.E. (407) 392-0031 x 5398 YEAR COMPLETED: 1994 FEES TO DATE: $50,100.00 I 62 °Building A World of Difference' I III P UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • O.otadm/cal Engineering i..... Threshold inspection • Construction Materiels Testing Services I CONTINUING SERVICES CONTRACT, OSCEOLA COUNTY PUBLIC WORKS Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CLIENT: Osceola County Public Works Dept. 17 South Vernon Avenue Kissimmee, FL 34741 CONTACT: Howard Russell (407) 932-5306 IYEAR COMPLETED: 1995 FEES TO DATE: New Contract CONTINUING SERVICES CONTRACT, OSCEOLA COUNTY SCHOOLS Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services CUENT: School District of Osceola County 817 Bill Beck Boulevard Kissimmee, FL 34744-4434 CONTACT: Mr. David L. Smith I (407) 846-6658 YEAR COMPLETED: 1995 FEES TO DATE: $168,500.00 I CONTINUING SERVICES CONTRACT, SEMINOLE COUNTY I Geotechnical Engineering, Construction Materials Testing, Threshold Inspection, Hydrogeology, Environmental Services I CUENT: Seminole County 1101 East First Street, 3rd Floor Sanford, FL 32772-2109 CONTACT: Ms. Unda Jones (407) 321-1130 x 7119 YEAR COMPLETED: 1993 IFEES TO DATE: $70,100.00 I I I63 "Building A World of Difference I UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Englnwing Threshold Inspection • Construction Materials Tasting Services SECTION IV - CURRENT AND NEAR FUTURE WORKLOAD A. ABILITY TO PERFORM IN A TIMELY FASHION Universal Engineering Sciences, Inc. has its corporate headquarters located in Orlando, just minutes from the City of Ocoee. We own our own modern laboratory located just off Interstate 4 and 33rd Street. Universal's special testing, full service laboratory, in- house drilling operations and full cadre of technical and professional personnel is close to any assigned project for this contract. Our Construction Materials Testing Department's fleet of modern radio dispatched trucks are equipped for ninety-nine percent (99%) of all soil, asphalt, and concrete testing assignments. Universal will provide a response time unmatched by any other consulting engineering firm! Universal Engineering Sciences established its corporate headquarters office in Orlando in 1967. We can respond to any need in Ocoee within one hour. Because we work extensively in Ocoee, we can easily redirect our field personnel through our two-way radio system to provide even faster response in an emergency. B. CURRENT WORKLOAD OF THE FIRM Universal Engineering Sciences has never held a continuing agreement with the City of Ocoee, and the time is right! Our current workload is off significantly due to the slow economic conditions which prevail. The private sector workload of Universal's Orlando office is down due to the slow economy. Also, minority business rules in other governmental agencies have cut down the possibility of getting public work. We have not laid-off any employees due to the recession and could easily produce fifty percent (50%) more work with the same employee staff. We need, and want, a continuing contract with the City of Ocoee. C. AVAILABILITY OF STAFFING We have not terminated employees during the business slowdown, and have excess capacity to help you in building the City of Ocoee. We are ready to start immediately on new assignments and are totally prepared to provide a priority response to you. With total control over all corporate operations, including an in-house drilling department and radio dispatched, well equipped, experienced engineering technicians, we say this without reservation! Our engineering technicians are radio dispatched for same-day service, and our key engineering personnel are available at the office, or by car phone, when you need them! 64 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. rEnvironmental Sciences • Oaot.chnlcal Engineering Threshold Inspection • Construction Materials Testing Services Universal Engineering Sciences employs about 200 individuals state wide, with about half in Orlando. Because of our size, we maintain a significant staff of both professional and technical personnel. Although we typically assign specific primary individuals to long-term projects, the size of our company allows for additional personnel when required to more fully meet the needs of the client. Simply stated, our company and staff is large enough to provide uninterrupted, quality services throughout the life of the project. This is an important consideration for any major project. D. LIST OF CURRENT PROJECTS At any one time, Universal Engineering Sciences is working on as many as 200 projects. The nature of our business is such that most of our work is less than 30 days in duration. Therefore, we depend on work volume to remain profitable. The only projects we have that are long-term are typically continuing service contracts. We listed our continuing services contracts in the previous section. Usually, these are open-ended contracts with no dollar limits. The major exception is our FDOT contracts. 1 c 65 "Building A World of Difference' I UNIVERSAL ENGINEERING SCIENCES, INC. r Environmental Sciences • Oaotochn/cal EnpMM►hp Threshold Inspection • Construction Materials Tooting Sonless SECTION V - LOCATION We strategically located our office in Orlando, near Interstate 4 and the Florida Turnpike (See attached location map). From this central location, we can quickly travel to any place in Ocoee. This offers several advantages to you: • Minimal travel time to project sites helps expedite our services. • If any unforeseen emergencies that may occur,the threshold agent or engineering technician can respond quickly. • If the City of Ocoee needs an additional engineering technician, the technician can service the project quickly. • If a project needs consulting from our quality control manager or materials engineer, a short response time will allow for a quick solution. I I I 66 "Bulldog A World of Mooned' ORLANDO AREA GUIDE MAP �,.,,, [dne r E,.. a' Monroe i + - ,,,,,, 1 — 2000 IL B iMcLEOD RD A'�^D '� ,rriditi ez ' \ Z 446 .: — — _ A AQQ _Ldl .,�..�a. \ Ibsen L Wel. S o C) tSANFORD 4P*;y p0 ( Wnye:. L' CELERY AY `' \ 33RD ST 51 1, Paola Iv ( 'k, 44 \ CO. !••••L. 0 GENEVA AV __SIP___ ® i 411) ___-61._._.—.__..Cpl I Com ...,,Air (v INDUSTRIAL PARK �„°I UOtUO L W sAAMMT _ I . It__36tn 51'_.-_y, .1 1 g L Cos* ` Ln ., No • Heathrow E ' f WAININS A. ARY BLVD • • �---r UNIVERSAL AL aw LAKE semmole s ENGINEERING INousin ° MARY Communis, SCIENCES 8 I r College 2 ..�, J C 4r 1 FLORIDA CD4 /45- •I ATE PARK V"j5- _ Ia ® , K Q Casa^ J_ A� 8 Q`• y Ob tl, .am rT 0 CENTER / 1 O /4, • >y / gx j -`_l� �l C/RAY COLONY // - �Ne1i4Sbrn)1 NP.r,„ '\ i 4D Loki i 5000 Ter1.----s-",„-c•-,,--Ikr;OY �0/ i/NO PK / .va AEM *94 LONGWOODF4p G(evy--- ,`/ / 9s 90 'i _ ® nme. N J / E i 8`""" rror aN,e, Nae sp;,p ttl 9, ,�A ,/ �v „ "'"a s,,,m ® ' WINTER SPRINGS 434 � ovl o R. 1' , ,% ',/ //7yy tt ..1'-'�� '1t i �' 4/ I SIL, AN NO Geary Ok ,, a"'�ti�'.o r' 4 ' J I FoCity ALTAMONT 4resta. OVIEDO SPRINGS ma.' lis,,,.., L Wee , . L s, ..1,, POORER410 el CASSELBERRY it1' LwNL, ' I L ®Sanb9! v,. ern 'ark er L,, ) R, AO Slavic NEENE No.1. Let Meknes 4.NAY •LIIAPNAN AD G.. L. e Oh ..Lew - c ]. , LH. L.Ba L.Des It IIlia/ : €DYNE No ant I L O /�' e �� Lockhart ( It d ® '1/4.' L. 2,4 I/ *COIN � LA 'Dewy SA MAITLAND I A. am 4g ",, tee' �9L . . Lla[ININ�lil 43a HOWELL BRANCH®.'D OYM/l. E1rH A p o p Q 0 • INA OCOEE RD .. A Lae,,,TT. I Goldenrod Ro. Clarco a �. �1 EATONV, ILLE _ __ _ COEE ® 'SA** as L R1. ®L DaeM - — � LRvI L fly l[bire �CLARCDNA-Pum L. N.1ie �� aL 426 Nv .�' .► MIVERSI mol Wee:,_ a v Unl�versiSp of _ \ are Central Florio L, a pilinaWINTER PARK ® L.(rd WINTER e` ® 4.9 Sleek, . - h riir, 424 �-CAeglg,. �� c. 1. a GARDEN . A, ®� t.s„ Dx Uniorr �� OAKLAND v'A'gLOria Park14) Aro'DCOEE pine ; PI 0 LANDO �i:�� rNHills , IAL ((I_ COLONIAL eLJ p■ 1��A alencia Comm��. �� /ljpillirw 0"�..rt K aBPoRT sql age EastKIN9lhey Ni N9Ea. � l'�LLL Lake L 1'j---, LM IMOENXILL 1101 MIN Goth. Orlovista w" I��terr .. L .0,. Po" ,�®.,. CURRY S CI b. 11; d3 Ti Rea 1. w _ ornr, L.NNW '"D \ Comm 435 EXIT° g o ® cr.ea a ea Lake a s Alm College 32 `lit 090 nista L r.,t West "'t" L a Lh,Erea RD. TO BRE VARD Dore .ea , Lrmrm P.IaF, ® a COUNTY• jli .' f\1 onwa PERSNING AV 5'[ ALO N FR' i CONROY RD �" SEED` HOLDEN Lr em. A o® Champion Map • '""® INSET rzal;. ril �Corporation foie EDG •OD.+ d 0 L,w„ 1; ),�,,,,L BKtier WINDERMERE _ I<_ 9 1 artttRalaNSE • � NOFreFN - lNNlln M SA,e Lai •lNb, Lam, L,.i,aa „`IID.13 - 1 L N.L LPoI„r S m DAN �PIOGE Re P Pule 1 Loke L Conroy �® 0 I 2 3 1 MS"' 1 ENO PIN castle . BELLE rw',1, AO ALLY PO cD 1milt 7 APPROXIMATE SCALE OF MILES lipp,"'* Red E�-1N"�1 `—I Si ISLE IAA' Doctor I SAND LAKE. flD. ..s T(betPhllllpS•. AML . NadNMrty p 4i *Pat Ew L 'uw gig W T ORLANDO MN A SoM �aO RITERNATIONAL Taft ■ PORE ro ."BAY ® sAw Cafe 0- 4�eLrEncxaxsE ,, I .Ai d A,.:pORT �No.To TE11MeIu Neo LAKE �) �YL LI.AMOEASEN BE.L55°. _ L C/wrll �,� iOLI RD. Little -- A THEME Fish ■ o °c Nra. as c. 4.\______ _ PARK -; ;; /SEA WORLD A« _ n • L Vine 1 -I : ® LAKE •IOM N.M NETPEABEE No ik WALT BUENA t r ROIL W cam?_ L; INC DISNEY 11, _ VISTA ' nt L" C :.lace il WORLD '' . _� m xnt Ma 4 m 7 EPCOT &"' 4<R ® Jake CENTER y • nNoa C se.'' ...: W —_ __ _® __ _— __ —— __ — MU —NN I _ Pad ® 4e,l L.D,xvgaR B.c1 L L Nll.an t�\ IRLO L�4�� BRONSON � HWY Rear / KISSIMMEE 0 p c PfCD N POM �5z5�acc, ' KISSIMMEE ,o AKRORT 192 \ -may 441 INTERCHANGE 49 9NO.65 ' HANShag, 525 r�/ r UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • O.otechnlal Engineering Threshold Inspection • Construction Materials Testing Services SECTION VI - ADDITIONAL INFORMATION To further demonstrate that Universal Engineering Sciences has specific knowledge of the Ocoee area, and experience working with government agencies, we present two lists. The first list shows the projects we have completed in Ocoee within the last 3 years. The second list is the Central Florida government agencies we have worked with. OCOEE PROJECTS CLIENT: ADVANCED LANDSCAPING & GRADING P.O. BOX 702001 ST. CLOUD, FL 34770-2001 PROJECT NAME: LAKE OLYMPIA SUBDIVISION, LOTS NO. 5, 6, 7, AND 8, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: BRIER HILL HOMES, INCORPORATED P.O. BOX 616745 ORLANDO, FL 32861 PROJECT NAME: THE HAMMOCKS, OCOEE, FLORIDA (VARIOUS LOTS) PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: CABLEVISION INDUSTRIES 32 EAST CYPRESS STREET, WINTER GARDEN, FL 34787 PROJECT NAME: OFFICE/WAREHOUSE BUILDING, 844 MAGUIRE ROAD, OCOEE, FLORIDA PROJECT TYPE: ASBESTOS EVALUATION CLIENT: CARL HANKINS, INCORPORATED 862 MAGUIRE ROAD OCOEE, FL 34761 PROJECT NAME: TANK SITE CLOSURE, OCOEE, FLORIDA PROJECT TYPE: UNDERGROUND STORAGE TANK CLOSURE CLIENT: CARSE OIL COMPANY, INCORPORATED 1700 SOUTH BUMBY AVENUE ORLANDO, FL 32806 PROJECT NAME: IDEAL STORE, APOPKA ROAD, OCOEE, FLORIDA PROJECT TYPE: CONTAMINATED SOIL REMOVAL 68 "Building A World of Difference UNIVERSAL ENGINEERING SCIENCES, INC. ll 1�/ Environmental Sdsncis • Dootschnlcal Enpin.•Hnp Thrsahold Insp.ctlon • Construction Metsrlals listing Sslvlcsa CLIENT: CASTLESTONE, INCORPORATED 301 ENTERPRISE STREET OCOEE, FL 34761 PROJECT NAME: CAST STONE, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: CENTER CONTRACTING CORPORATION 120 INTERNATIONAL PARKWYA, SUITE: 236 HEATHROW, FL 32746 PROJECT NAME: ALBERTSONS GROCERY STORE, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: CLINICAL MEASURES, INCORPORATED 4809 SOUTH ORANGE AVENUE ORLANDO, FL 32806 PROJECT NAME: CLINICAL MEASUREMENTS, INCORPORATED, OCOEE, FLORIDA PROJECT TYPE: PHASE I ENVIRONMENTAL ASSESSMENT CLIENT: COLONY PLAZA MOTEL 249 TWELVE LEAGUE CIRCLE CASSELBERRY, FL 32707 PROJECT NAME: COLONY PLAZA MOTEL, OCOEE, FLORIDA I PROJECT TYPE: EVALUATION ANALYSIS OF RAPID INFILTRATION BASIN AND GROUNDWATER MOUNDING 11 CLIENT: DEPARTMENT OF TRANSPORTATION (STATE OF FLORIDA) 719 SOUTH WOODLAND BOULEVARD DELAND FL 32720 PROJECT NAME: FORMER IMPERIAL GAS STATION, STATE ROAD 438, OCOEE, FLORIDA PROJECT TYPE: SOIL SCREENING AND GROUNDWATER SAMPLING CLIENT: DEWITT EXCAVATING, INCORPORATED P.O. BOX 770337 WINTER GARDEN, FL 34777-0337 PROJECT NAME: HIAWASSEE ROAD, SILVER STAR TO CLARCONA-OCOEE ROAD, ORLANDO, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING 69 *Bullring A World of Difference E UNIVERSAL ENGINEERING SCIENCES, INC. rEnvIronmw tel ScMncos • Gootochnlcal EnpMowing Threshold Inspection • Construction Materials Tasting Swncw CLIENT: GARY SINGER (SEE 17215-002-03) 6305 WESTWOOD BOULEVARD SUITE: 200 ORLANDO, FL 32821 PROJECT NAME: JOHIO MEADOWS SUBDIVISION, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL EXPLORATION SERVICES HANDEX OF FLORIDA,, INCORPORATED P.O. BOX 1579 MT. DORA, FL 32757-1579 PROJECT NAME: PROPOSED EXXON STATION, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: JOHN B WEBB & ASSOCIATES 3319 MAGUIRE BOULEVARD, SUITE: 100 ORLANDO, FL 32803 PROJECT NAME: SECURITY MOBILE HOME PARK, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL ENGINEERING CLIENT: KELLY HOMES 3501 LAKE BREEZE ROAD ORLANDO, FL 32808 PROJECT NAME: LOT 59, LAKE OLYMPIA CLUB, RETAINING WALL EVALUATION, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL ENGINEERING CLIENT: KELSEY CONSTSRUCTION, INCORPORATEED 306 EAST PRINCETON STREET ORLANDO, FL 32804 PROJECT NAME: ALBERTSONS STORE NO. 4415, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: LOWRIE BROWN INVESTMENT COMPANY P.O. BOX 568546 ORLANDO, FL 32856-8546 PROJECT NAME: AMERICAN SKIER BOAT CORPORATION, OCOEE, FLORIDA PROJECT TYPE: ENVIRONMENTAL ASSESSMENT 70 "Bulldog A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sc/ancss • Gootochnlcal Englnwing Threshold Inspection • Construction Materials Tasting Services CLIENT: M J R MAJOR BUILDING CORPORATION 955 SUNSHINE LANE ALTAMONTE SPRINGS, FL 32714 PROJECT NAME: 7-ELEVEN, HIGHWAY 50 AND BLUFORD, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: MEDICAL CITIES, INCORPORATED 7777 FOREST LANE, BUILDING C, SUITE: 810 DALLAS TX 75230 PROJECT NAME: WEST ORANGE HOSPITAL, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL ENGINEERING CLIENT: MICHAEL FLORES 1004 CABALLERO COURT ORLANDO, FL 34761 PROJECT NAME: LAKEWOOD AVENUE PARCEL, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL ENGINEERING CLIENT: MILLER BROTHERS 331 CENTRAL AVENUE CRESCENT CITY, FL 32012 PROJECT NAME: HANDY WAY FOOD STORE #3805, FRANKLIN STREET AND BOWNESS ROAD, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: MILLER BROTHERS PARTNERSHIP 331 CENTRAL AVENUE CRESCENT CITY, FL 32012 PROJECT NAME: HANDY WAY FOOD STORE #3805, FRANKLIN STREET & BOWNESS ROAD, OCOEE, FLORIDA PROJECT TYPE: CONTAMINATION ASSESSMENT CLIENT: MILLER BROTHERS PARTNERSHIP 331 CENTRAL AVENUE CRESCENT CITY, FL 32012 PROJECT NAME: HANDY WAY FOOD STORE NO. 3805, FRANKLIN STREET AND BOWNESS ROAD, OCOEE, FLORIDA PROJECT TYPE: PAVEMENT EVALUATION 71 "Building A World of Difference' RP UNIVERSAL ENGINEERING SCIENCES, INC. U Environmental Sciences • Geotechnical Eng owing Threshold Inspection • Construction Matortals Testing Send*** CLIENT: MILLER ENTERPRISES, INCORPORATED 331 CENTRAL AVENUE CRESCENT CITY, FL 32112-2699 PROJECT NAME: HANDY WAY FOOD STORE #3805, FRANKLIN STREET AND BOWNESS ROAD, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: NATIONAL HEALTH CORPORATION L P 100 VINE STREET MURFREESBORO, TN 37130 PROJECT NAME: OCOEE HEALTH CARE CENTER, 1556 MAQUIRE ROAD, OCOEE, FLORIDA 34761 PROJECT TYPE: GEOTECHNICAL ENGINEERING CLIENT: ORLANDO PAVING COMPANY 2411 NORTH HIAWASSEE ROAD ORLANDO, FL 32818 PROJECT NAME: CLARACONA-OCOEE ROAD WIDENING, ORANGE COUNTY, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: PIECO 3162 CLEMSON ROAD ORLANDO, FL 32808 PROJECT NAME: HANDY WAY FOOD STORE #3805, OCOEE, ORANGE COUNTY, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: PIECO 3162 CLEMSON ROAD ORLANDO, FL 32808 PROJECT NAME: LIL' CHAMP FOOD STORE, 4510 CLARCONA-OCOEE ROAD, ORANGE COUNTY, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: PETROLEUM EQUIPMENT CONTRACTORS, INCORPORATED P.O. BOX 608166 ORLANDO, FL 32860-8166 PROJECT NAME: OVERNIGHT TRANSPORT, 350 ENTERPRISE DRIVE, OCOEE, FLORIDA PROJECT TYPE: TANK CLOSURE ASSESSMENT 72 "Building A World of Morena' r UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotechnical Engineering Threshold inspection • Construction Materials Tasting Services CLIENT: PIZZUTI DEVELOPMENT, INCORPORATED 255 SOUTH ORANGE AVENUE SUITE: 1350 ORLANDO, FL 32801 PROJECT NAME: CROSS CREEK SUBDIVISION, MOORE ROAD IMPROVEMENTS, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL EXPLORATION CLIENT: PIZZUTI DEVELOPMENT, INCORPORATED 255 SOUTH ORANGE AVENUE SUITE: 1350 ORLANDO, FL 32801 PROJECT NAME: CROSS CREEK SUBDIVISION, OCOEE, FLORIDA, ADDITIONAL RETENTION POND PROJECT TYPE: GEOTECHNICAL EXPLORATION CLIENT: PROFESSIONAL ENGINEERING CONSULTANTS 200 EAST ROBINSON STREET, SUITE: 1560 ORLANDO, FL 32801 PROJECT NAME: CITY OF OCOEE, EFFLUENT TRANSMISSION AND DISTRIBUTION SYSTEM, CONTRACT NO. 2, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: PROFESSIONAL ENGINEERING CONSULTANTS 200 EAST ROBINSON STREET, SUITE: 1560 ORLANDO, FL 32801 PROJECT NAME: CITY OF OCOEE, FLORIDA MASTER EFFLUENT PUMP STATION, CONTRACT NO. 1, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL ENGINEERING CLIENT: REGIONAL ENGINEERS, PLANNERS & SURVEYORS 817 NORTH GARLAND AVENUE ORLANDO, FL 32801 PROJECT NAME: HACKENY PRAIRIE ROAD STORMWATER POND, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL INVESTIGATION AND SEEPAGE ANALYSIS CLIENT: SCOTTY'S 5300 RECKER HIGHWAY, P.O. BOX 939 WINTER HAVEN, FL 33882-0939 PROJECT NAME: SCOTTY'S STORE #2, CORNER OF HIGHWAY 50 AND 526, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING 73 'Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. �r Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing Services CLIENT: SHANNON & WHITTLE CONSTRUCTION, INCORPORATED P.O. BOX 520525 LONGWOOD, FL 32752-0525 PROJECT NAME: WESMERE SUBDIVISION, OCOEE, ORANGE COUNTY, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: SOUTHERN DESIGN & CONSTRUCTION 87 WEST MICHIGAN STREET ORLANDO, FL 32806 PROJECT NAME: COLBURN RESIDENCE, 2707 REW CIRCLE, OCOEE, ORANGE COUNTY, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: SOUTHLAND CORPORATION (THE) 1300 LEE ROAD ORLANDO, FL 32801 PROJECT NAME: 7-ELEVEN NO. 27501, 2903 WEST HIGHWAY 50, OCOEE, FLORIDA 32767 PROJECT TYPE: REMEDIAL ACTION PLAN REIMBURSEMENT APPLICATION CLIENT: SOUTHLAND CORPORATION (THE) 1300 LEE ROAD SUITE: 107 ORLANDO, FL 32810 PROJECT NAME: 7-ELEVEN STORE NO. 26801, 5216 CLARCONA OCOEE ROAD, ORLANDO, FLORIDA PROJECT TYPE: COMPLIANCE WELL REPAIRS CLIENT: SOUTHLAND CORPORATION (THE) 3105 WEST WATERS STREET SUITE: 107 TAMPA, FL 33614 PROJECT NAME: 7-ELEVEN STORE NO. 27501, 2901 WEST HIGHWAY 50, OCOEE, FLORIDA PROJECT TYPE: CONTAMINATION ASSESSMENT CLIENT: SOUTHLAND CORPORATION (THE) 3105 WEST WATERS STREET SUITE: 107 TAMPA, FL 33614 PROJECT NAME: 7-ELEVEN STORE NO. 27501, HIGHWAY 50 AND STATE ROAD 439, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING 74 "Building A World of Difference' r UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Sciences • Geotachnlcal Engineering Threshold Inspection • Construction Materials Testing Sor Ices CLIENT: SOUTHLAND CORPORATION (THE) 3105 WEST WATERS STREET SUITE: 107 TAMPA, FL 33614 PROJECT NAME: 7-ELEVEN STORE NO. 1549-1540-27501, 2901 WEST HIGHWAY 50, OCOEE, FLORIDA PROJECT TYPE: REMEDIAL ACTION PLAN, TASK 6 CLIENT: SOUTHLAND CORPORATION (THE) 3430 NORTH ORANGE BLOSSOM TRAIL ORLANDO, FL 32804 PROJECT NAME: 7-ELEVEN STORE NO. 27501, HIGHWAY 50 AND STATE ROAD 439, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: STATE FARM INSURANCE COMPANY 2345 EAST UNIVERSITY DRIVE PHOENIX, AZ 84034-6821 PROJECT NAME: PROPOSED STATE FARM SERVICE CENTER SITE, OCOEE, FLORIDA PROJECT TYPE: ADDITIONAL GEOTECHNICAL STUDIES, DETENTION POND REDESIGN CLIENT: STATE FARM INSURANCE COMPANY 2345 EAST UNIVERSITY DRIVE PHOENIX, AZ 85034-6821 PROJECT NAME: PROPOSED STATE FARM SERVICE CENTER, OCOEE, FLORIDA PROJECT TYPE: SUBSURFACE EXPLORATION CLIENT: UNIBILT DEVELOPMENT COMPANY 6305 WESTWOOD BOULEVARD SUITE: 200 ORLANDO, FL 32821 PROJECT NAME: TAHIO MEADOWS SUBDIVISION, OCOEE, FLORIDA PROJECT TYPE: GEOTECHNICAL EXPLORATION SERVICES CLIENT: UNIBILT DEVELOPMENT COMPANY 6305 WESTWOOD BOULEVARD SUITE: 200 ORLANDO, FL 32821 PROJECT NAME: JOHIO MEADOWS, CITY OF OCOEE, ORANGE COUNTY, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING 75 "Building A World of Morena" RP UNIVERSAL ENGINEERING SCIENCES, INC. Envlronm•ntal Scl nc•s • Boot chnlal Engln.•ring Threshold Insp•ctlon • Construction Mat rials Tooting SoIslc.a CLIENT: UNIBILT DEVELOPMENT COMPANY 6305 WESTWOOD BOULEVARD, SUITE: 200 ORLANDO, FL 32821 PROJECT NAME: JOHIO MEADOWS SUBDIVISION, OCOEE, FLORIDA PROJECT TYPE: RETENTION POND EVALUATION CLIENT: VANNICE CONSTRUCTION 5218 NORTH PINE HILLS ROAD ORLANDO, FL 32808 PROJECT NAME: WESTMERE VILLAGE 5, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING CLIENT: WEST ORANGE HOSPITAL 555 NORTH DILLARD STREET WINTER GARDEN, FL 34787 PROJECT NAME: WEST ORANGE HOSPITAL, OCOEE, FLORIDA PROJECT TYPE: Threshold CLIENT: YUSUF MOHAMAD EXCAVATION, INCORPORATED 8642 A D MIMS ROAD ORLANDO, FL 32818 PROJECT NAME: WESTLAKE APARTMENTS, PHASE II, OCOEE, FLORIDA PROJECT TYPE: CONSTRUCTION MATERIALS TESTING 76 "Building A World of Difference ll UNIVERSAL ENGINEERING SCIENCES, INC. �r Envtronmant.l Sciences • Oeohehnical EngInswing Threshold Inspection • Construction Materials Tostlng Services C UNIVERSAL ENGINEERING SCIENCES GOVERNMENT CLIENTS BREVARD COUNTY CITY OF LAKE MARY 2725 ST. JOHN STREET, SUITE A-250 P.O. BOX 950700 I MELBOURNE, FL 32940 LAKE MARY, FL 32795-0700 BROWARD COUNTY MASS TRANSIT CITY OF LARGO DIVISION P.O. BOX 296 3201 WEST COPANS ROAD LARGO, FL 34649 POMPANO BEACH, FL 33069 CITY OF LONGWOOD CITY OF APOPKA 175 WEST WARREN AVENUE P.O. DRAWER 1224 LONGWOOD, FL 32750 APOPKA, FL 32704-1229 CITY OF LONGWOOD CITY OF BELLE ISLE PUBLIC WORKS P.O. BOX 593135 180 EAST WARREN AVENUE ORLANDO, FL 32859 LONGWOOD, FL 32750 CITY OF CASSELBERRY CITY OF MOUNT DORA 95 TRIPLET DRIVE 1250 NORTH HIGHLAND STREET CASSELBERRY, FL 32707 MOUNT DORA, FL 32757 CITY OF DAYTONA BEACH CITY OF NEW SMYRNA BEACH P.O. BOX 551 210 SAMS AVENUE DAYTONA BEACH, FL 32015 NEW SMYRNA BEACH, FL 32169 1 CITY OF EDGEWATER CITY OF ORLANDO P.O. BOX 100 400 SOUTH ORANGE AVENUE EDGEWATER, FL 32132-0100 ORLANDO, FL 32801 CITY OF KISSIMMEE CITY OF ORLANDO HOUSING OFFICE OF PUBLIC WORKS & ENG. AUTHORITY, INCORPORATED P.O. BOX 421608 300 REEVES COURT KISSIMMEE, FL 34742-1608 ORLANDO, FL 32801 77 °Building A world of Difference I UNIVERSAL ENGINEERING SCIENCES, INC. �r Envlronmontal Sciences • Geotechnical Enginewing Threshold Inspoctlon • Construction MWtartals Toating Sorriest I CITY OF ORLANDO PUBLIC WORKS CITY OF WINTER PARK DEPARTMENT PUBLIC WORKS 400 SOUTH ORANGE AVENUE 401 PARK AVENUE SOUTH ORLANDO, FL 32801 WINTER PARK, FL 32789 11 CITY OF ORLANDO, ENVIRONRMENTAL CITY OF WINTER SPRINGS SERVICES DEPARTMENT 1126 EAST STATE ROAD 434 5100 L.B. MCLEOD ROAD WINTER SPRINGS, FL 32708 I ORLANDO, FL 32811 CITY OF WINTER SPRINGS ORLANDO POLICE DEPARTMENT 33 EAST PINE P.O. BOX 913 ORLANDO, FL 32801 ORLANDO, FL 32801 I FLAGLER COUNTY SCHOOL DISTRICT CITY OF OVIEDO P.O. BOX 755 II 400 ALEXANDRIA BOULEVARD OVIEDO, FL 32765 BUNNELL, FL 32010 FLORIDA DEPARTMENT OF CITY OF SANFORD CORRECTIONS, BUREAU OF P.O. BOX 1778 FACIUTIES SVCS SANFORD, FL 32772-1778 1311 WINEWOOD BOULEVARD TALLAHASSEE, FL 32399-2500 CITY OF SOUTH DAYTONA E PUBLIC WORKS DEPARTMENT FLORIDA DEPARTMENT OF NATURAL P.O. BOX 4960 RESOURCES SOUTH DAYTONA, FL 32121 3900 COMMONWEALTH AVENUE II TALLAHASSEE, FL 32399 CITY OF VERO BEACH I 1053 20TH PLACE FLORIDA DEPARTMENT OF NATURAL VERO BEACH, FL 32961-1389 RESOURCES BUREAU OF LAND ACQUISITION, SUITE 412 I CITY OF WINTER GARDEN TALLAHASSEE, FL 32399 P.O. BOX 771005 WINTER GARDEN, FL 34777-1005 FLORIDA DEPARTMENT OF TRANSPORTATION DISTRICT 5 719 SOUTH WOODLAND AVENUE DELAND, FL 32720 78 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. C U/ Environmental Sclences • Ooot cMlc&l Enginoaing Threshold Inspection • Construction Materiels Totting Sonless II GREATER ORLANDO AVIATION ORANGE COUNTY DIVISION OF AUTHORITY PUBUC WORKS CONSTRUCTION DEPARTMENT 4200 WHITCOMB AVENUE ONE AIRPORT BOULEVARD ORLANDO, FL 32839 ORLANDO, FL 32827-4399 ll ORANGE COUNTY ENVIRONMENTAL INDIAN RIVER COUNTY PROTECTION DEPARTMENT 1840 25TH STREET, SUITE 325 2002 EAST MICHIGAN STREET II VERO BEACH, FL 32960 ORLANDO, FL 32806 LAKE COUNTY ORANGE COUNTY PARKS & P.O. BOX 1065 RECREATION DEPARTMENT TAVARES, FL 32778 118 WEST KALEY STREET ORLANDO, FL 32806-3987 LAKE COUNTY SCHOOL BOARD 518 WEST ALFRED STREET ORANGE COUNTY PUBUC SCHOOLS TAVARES, FL 32778 6200 CHANCELLOR DRIVE ORLANDO, FL 32801 LEE COUNTY DEPARTMENT OF ORANGE COUNTY PUBUC UTILITIES TRANSPORATION DIVISION 2202 HENDRY STREET 109 EAST CHURCH STREET, SUITE 400 FT. MYERS, FL 33902 ORLANDO, FL 32801 ORANGE COUNTY COMMISSION, HIGHWAY CONSTRUCTION OSCEOLACOUNTY DEPARTMENT ENGINEERING DEPARTMENT 4200 WHITCOMB AVENUE 17 SOUTH VERNON AVENUE ORLANDO, FL 32839 KISSIMMEE, FL 34741 ORANGE COUNTY CONSTRUCTION POLK COUNTY ADMINISTRATION ENVIRONMENTAL SERVICES 4200 WHITCOMB AVENUE DEPARTMENT ORLANDO, FL 32809 P.O. BOX 39 BARTOW, FL 33830 ORANGE COUNTY CONVENTION CIVIC CENTER SCHOOL BOARD OF SEMINOLE 9800 INTERNATIONAL DRIVE COUNTY ORLANDO, FL 32819-8199 1211 MELLONVILLE AVENUE CSANFORD, FL 32771 I 79 "Building A World of Difference' UNIVERSAL ENGINEERING SCIENCES, INC. C r Environmantsl Scania • Geotechnical Englnooring 11 Threshold Inspection • Construction Materials Testing Services SCHOOL DISTRICT OF LEE COUNTY SEMINOLE COUNTY PUBLIC WORKS (THE) ENGINEERING DIVISION 2055 CENTRAL 274 BUSH BOULEVARD IE FT. MYERS, FL 33901 SANFORD, FL 32773 SCHOOL DISTRICT OF OSCEOLA SEMINOLE COUNTY PUBLIC WORKS COUNTY, FLORIDA (THE) ROAD DIVISION 817 BILL BECK BOULEVARD 274 BUSH BOULEVARD II KISSIMMEE, FL 34744-4434 SANFORD, FL 32773 II SEMINOLE COUNTY DEPARTMENT OF SUWANNEE COUNTY BOARD OF ENVIRONMENTAL SERVICES COUNTY COMMISSIONERS 3000 A SOUTHGATE DRIVE 200 OHIO AVENUE SANFORD, FL 32773 LIVE OAK, FL 32060 SEMINOLE COUNTY DEPARTMENT OF VOLUSIA COUNTY BOARD OF PARKS AND RECREATION COMMISSIONERS 3000 A SOUTHGATE DRIVE 123 WEST INDIANA AVENUE SANFORD, FL 32773 DELAND, FL 32720 SEMINOLE COUNTY DEPARTMENT OF VOLUSIA COUNTY DEPARTMENT OF PLANNING PARKS & RECREATION 1101 EAST FIRST STREET, 3RD FLOOR 123 E. INDIANA AVENUE SANFORD, FL 32772-2109 DELAND, FL 32720-4253 SEMINOLE COUNTY DEPARTMENT OF VOLUSIA COUNTY SCHOOL BOARD COMMUNITY DEVEVELOPMENT P.O. BOX 2118 1101 EAST FIRST STREET, 3RD FLOOR DELAND, FL 32721-2118 SANFORD, FL 32772-2109 SEMINOLE COUNTY ENGINEERING DEPARTMENT II 520 LAKE MARY BOULEVARD, SUITE 200 SANFORD, FL 32773 I C C 80 °Bulking A World of Difference' I I UNIVERSAL ENGINEERING SCIENCES, INC. 1�r Environmental Sciences • Geotechnical Engineering Threshold Inspection • Construction Materials Testing Services I SECTION VII - REQUIRED INFORMATION A. INSURANCE Universal Engineering Sciences insurance coverage meets, or exceeds,the requirements I of the City of Ocoee. This proposal is not a joint venture. Therefore, our insurance covers any sub-consultants and contractors we may require during the contract term. We have summarized our limits below. Example insurance certificates are contained in this section. When selected, we will have the City of Ocoee named as an additional Iinsured. INSURANCE TYPE UMITS I General Liability Aggregate: $2,000,000 Automobile Liability Injury: $ 1,000,000 I Excess Liability (Umbrella) $ 1,000,000 Workers' Compensation & Liability $ 500,000 (Statutory Limits) I Professional Liability Per Claim: $ 1,000,000 Aggregate: $ 1,000,000 B. REQUIRED FORMS As requested, we have completed the following forms and enclosed them in this section. IConflict of Interest Statement Form 1 Public Entity Crimes Form C. FINANCIAL CAPABILITY OF THE FIRM IUniversal Engineering Sciences is a closely held corporation of the State of Florida. As such, we do not issue public financial statements or earning reports since this is confidential information. You may discuss our financial strength and conditions directly with our banker and accountant to determine our current financial strength. These individuals are: I Carolyn Kraft Bethel William Winner Vice President Manager Barnett Bank, N.A. Price Waterhouse Orlando, Florida Orlando, Florida 407-420-2834 407-326-0550 I 81 "Building A World of Difference' I \ UNIVERSAL ENGINEERING SCIENCES, INC. Environmental Scl nc s • Geotechnical Engineering Threshold Inspection • Construction Materials Testing Services We have sufficient financial capability, an excellent credit reputation, and significant lines of credit established for any financial requirement of the corporation. We also have the financial backing of the owner. If you require additional information, we would be happy to meet with a representative of Seminole County. On a confidential basis, we will allow you to further investigate our financial condition. C 82 "Building A World of Difference' w1:11flI). CERTIFICATE OF INSURANCE CSR BL ISMDATEpIONCOrY) UNIVENG PRooucu THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE Rolfe Davis Insurance Agcy 1 DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE . 0. Box 538230 POUCIES BELOW. Orlando FL 32853-8230 COMPANIES AFFORDING COVERAGE • David McKinney 1262768184 17-896-0550 'RY A Transamerica Insurance Group LETTE C'Rv'Y 13 United States Fire Insurance COMPANY LETTER C Employers Self-Insurers Fund Universal Engineering COMPANY D Sciences. Inc. LETTER 3532 Maggie Blvd. Orlando FL 32811COMPANY LETTER E -•VERAGES THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO TH- SUR• MED ABOVE FOR THE POUCY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT •• •HE' • UM- WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DE •HER SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.UNITS SHOWN MAY HAVE BEEN REDUCED BY P M POUCY la* TYPE Of INSURANCE POUCY NUMBER EFFEC POUCY MNUNITS• DATE(AI DATE GENERAL UADIUTY GENERAL AGGREGATE 62.000.000 X COMMEROIALGENERAL LIA8U1Y 30860358 05 4tRI 0 01/94 RXIOUCTSOCUROPAGG. $2.000.000 ALUMS MADE X OCCUR. PERSONAL a AoV.INJURY $1.000,000 X OWNERS&CONTRACTORS PRDT. EACH OCCURRENCE $1.000.000 FIRE DAMAGE Any ons en) $ 50,000 X i ncl s. X,C,U MED.EXPENSE(Arty one person) $ 5.000 AUTOMOBILE LIABILITY COMBINED SINGLE X ANY AUTO BA31882721 1/93 05/01/94 LIMIT $1,000,000 AU.OWNED AUTOS BODILY INJURY SCHEDULED AUTOS ( palm) X HIRED AUTOS4.11111Vir eo it roY u u PROPERTY DAMAGE f X NONOWNED AUTOS GARAGE LIABIUiY $ EXCESS UAasUTY EACH OCCURRENCE $3.000.000 X UMBREUAFORM 553001427 05/01/93 05/01/94 AGGREGATE $6.000.000 OTHER THAN UMBRELLA FORM $Iron ER'S COMPENSATION 071590000 04/01/93 04/01/94 STATUTORY UNITS EACH ACOCENT $500.000 AND DISEASE—POLICY LIMIT $500.000 EMPLOYERS UABILITY DISEASE—EACH EMPLOYEE $500.000 OTHER «•, NON OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENT AllY F. David McKin/. " 768184 / CORD 25-S(7/90) - CORD CORPORATION 1990 MORD. CERTIFICATE OF INSURANCE an K MINitOATS MAG° UM WENS 09/01/93 THIS CERTIFICATE IS ISSUED A$A MATTER OF INFORMATION ONLY ANO CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE INolte Bevis Insurance Aper I GOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE 0. Sox $38230 POLICIES BELOW. lands FL 3211534230DOES AFFORDING COVERAGE F. livid McKinney /262768184 r-494-0150 00rrewv A LIMP COArANY a urrrin . r cos.Am C tem UMwrsal Engineering COMPANY n I Wows, Inc. LETTER 3$32 Naggle Blvd. COMPANY Orlando FL 32811LETTER E S« Attached Schedule THIS TS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE IN; • 0 . 'ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONOMON OF ANY CONTRACT OR OT • 1• - WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES OE - 0 • IN • TO ALL THE TERMS, EXCLUSIONS ANO CONDITIONS OF SUCH POLICIES.UNITS SHOWN MAY HAVE BEEN REDUCED BY P • TWO Of INSURANCE POVCY MAMA PO Y .. POLICY •,DAN .. WITS OEIIERAI LIASSIIY , SEVERAL AMMAN $ OOMAeICI�L INNIERAL UAMITY rlgOUCTSCQIAlpF AWL e CLAMS MADE OCCUR rEnsoNAL a AoV.w jnr s 01w4M1taCONTRACTORSPlot EACHOCOUfRENCE $ 11111 RIE WAAGE Mar enc and $ KO WOW Mit ens permed e AUTONoaas many COMM WAS LSO $ , NAS ANYAIN° ALLOM�AUTOI NFY KAJFN sCHODuED w AUT $ HIRED AUTOS SOOtY INJUIPf MpRowN®AUTOS WAGE tIAaRITr (I(/' PROPERTY OAMAOE e CCMENMITY EACH OCCURRENCEe I E70UMBRELLA FORM AGOPEOATS 5 OTHER THAN uABIEU.A Km WORMN7 00_FENSATMfM STATUTORY UNITS IIIAM o -POLICY MR $ dFL+O'y0M'LIAMITY OSEAaE-EACH OVUM" S II0THSh Professional LA210407017 09/01/93 09/01/94 1,000,030 * L1abllily N 1 I�etal:Et `neli'u 110TIONWVINscuEllisPECIAL�` ens* Costs bed; 75,000 Ea/Every Loss, Incl (Wens* Costs. Pollution End: 1,000,000 Per Claim as Part of Limits Stated Above. IRT1FICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE [ ' EXPIRATION DATE THEREOF.THE ISSUING COMPANY WILL ENDEAVOR TO MAIL IL_GAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY 10110 UPON THE COMPANY.ITS AGENTS OR REPRESENTATIVES. IAUTHONZ D Resses lTATM F. David RcKITvuy 1262768ICORD �/� 2ss WM0 OACORO • -- • - • 1YSO C NO CONFLICT OF INTEREST Universal Engineering Sciences does not have any real or potential conflict of interest due to any other clients, contracts or property interest in Ocoee, Florida. I,R.Kenneth Derick,P.E.,Vice President,certify that no member of Universal Engineering Sciences'ownership, management or staff has any vested interest in any aspect of The City of Ocoee, Florida. Signed Richard M. Gibbs, P.E. Director of Marketing Universal Engineering Sciences State of Florida County of Orange Sworn to and subscribed before me this ,/;42v day of ai"---4-le--L-) , 1993 Notary Public State of Florida -del&✓.i, � My commission expires _%.•••�NvE•• ••••REy ,,�'`. :4 'O� N� •• • •• •Q 14SCC 215675 d�,- • 11 1110° I I SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted with to Orange County Board of County Commissioners by William D.Adams,P.G.,Vice President for Universal Engineering Sciences,Inc. whose business address is 3532 Maggie Boulevard,Orlando,Florida 32811 and(if applicable) its Federal Employer Identification Number(FEIN)is 59-1117804 (If no FEIN,include the Social Security Number of the individual signing this sworn statement: N/A ) E 2. I understandthat 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 with 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 antitrust,fraud,theft,bribery,collusion,racketeering,conspiracy,or material misrepresentation. 3. I understand that'convicted'or'conviction'as defined in Paragraph 287.133(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 court 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 nob contendere. 111 4. I understand that an'affiliate"as defined in Paragraph 287.133(1)(a),Florida Statutes,means: 1. A predecessor or successor of a person convicted of a public entity crime: or 2. 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 crime. The term'affiliate'includes those officer,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 arm's length agreement,shall be a prima fade case that one 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 public entity. The term'person'includes those officers,directors,executives,partners,shareholders,employees,members,and agents who are active in management of an entity. 6. Based on information and belief,the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Please indicate which statement applies.) X Neither the entity submitting this sworn statement,nor any officers,directors,executives,partners,shareholders,employees,members,or agents who are active in management of the entity,nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequentto July 1,1989. _The entity submitting this sworn statement,or one or more of its officers,directors,executives,partners,shareholders,employees,members,or agents who are active in management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequentto July 1,1989. _The entity submitting this sworn statement,or one or more of its officers,directors,executives,partners,shareholders,employees,members,or agents who are active in management of the entity,or an affiliate of the entity has been charged with and convicted of a public entity crime subsequentto July 1,1989. However,there has been asubsequentproceeding concerning the conviction before a Hearing Officer of the State of Florida,Division of Administrative Hearings the final order entered by the Hearing Officer determined that is was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (Please attach a copy of the final order.) I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND,THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. 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 287.107,FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. Richard M. Gibbs, P.E. Date: 10/20/93 Sworn to and subscribed before me this /""161 day of �� , 19 Personally known , OR Produced Identification Notary Public-State of �'� —'r .r., row. ••' YivV'�• • •••••••••My Commission expires Q ••�.•mo3 . • (Type of identfication) 127 ;Sha ^o id-ft tok (Printed,typed or stamped commissioned name :< Form PUR 7068(Rev._06/11/02) * • •r' •`x' CC 215015 "".r****siA RP UNIVERSAL ENGINEERING SCIENCES 3532 Maggie Blvd. Orlando, Florida 32811 (407) 423-0504