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<br />STANDARD FORM 330 (REV. 8/2016) PAGE 3
<br />
<br />E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person)
<br />12. NAME 13. ROLE IN THIS
<br />CONTRACT 14. YEARS EXPERIENCE
<br />Colton Manning, EI Coastal Engineer a. TOTAL
<br />2
<br /> b. WITH CURRENT FIRM
<br /><1
<br />15. FIRM NAME AND LOCATION (City and State)
<br />Cummins Cederberg, Inc. (Jupiter, FL)
<br />16. EDUCATION (DEGREE AND SPECIALIZATION)
<br />MSc Coastal Engineering, University of Florida
<br />BSc Civil Engineering, Georgia Institute of Technology
<br /> 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)
<br />▪ Florida Engineering Intern No. 1100021938
<br />▪ NAUI Open Water SCUBA No. 48756AF
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Colton is a Coastal Engineer responsible for coastal engineering analyses , numerical modeling, and the design of coastal structures. He
<br />has 2 years of experience as a Coastal Engineering and has performed the desi gn and permitting of stormwater management systems,
<br />docks, retaining walls, and bulkheads. His expertise ranges from project inception to construction including field investigations,
<br />comprehensive engineering analyses, value engineering, numerical modeling, and structural design.
<br />19. RELEVANT PROJECTS
<br />a. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> Lyford Cay Beach Improvements,
<br />New Providence, The Bahamas
<br /> PROFESSIONAL
<br />SERVICES CONSTRUCTION (If applicable)
<br />Ongoing TBD
<br /> (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Coastal Engineer. Analyzed common and extreme wind and wave conditions and assisted with the conceptual design of
<br />a coastal shoreline structure to stabilize and enhance a private beachfront property experiencing s ignificant erosion.
<br />b. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> Staniard Creek Bridge Modification Coastal Engineering Analysis,
<br />Andros, The Bahamas
<br />PROFESSIONAL
<br />SERVICES CONSTRUCTION (If applicable)
<br />Ongoing NA
<br /> (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Coastal Engineer. Performed numerical modeling analyses for the relocation of the Staniard Creek Brid ge, removal of
<br />existing mangroves below the Staniard Creek Bridge, and installation of culverts beneath the causeway connecting
<br />Staniard Creek to main Andros. The analyses will demonstrat e how these proposed works affect the hydrodynamic and
<br />sedimentation characteristics in the area. These characteristics will determine whether modifications will have adverse
<br />erosional and hydrodynamic effects on the area.
<br />c (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> Okaloosa Island Soundside Access No. 2,
<br />Fort Walton Beach, FL
<br />PROFESSIONAL
<br />SERVICES
<br />CONSTRUCTION (If applicable)
<br />2020 NA
<br /> (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Marine Engineer. responsible for overseeing, budgeting, scheduling, supervising staff, data collection, and report
<br />preparation for five separate marine resource, coral health, coral transplantation survivorship, artificial reef and seagrass
<br />monitoring projects in conjunction with the U.S. Army Corps of Engineers M iami Harbor Phase III Federal Channel
<br />Expansion Project.
<br />d. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED
<br /> Alligator Drive Seawall,
<br />Alligator Point, FL
<br />PROFESSIONAL
<br />SERVICES CONSTRUCTION (If applicable)
<br />2020 NA
<br /> (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm
<br />Marine Engineer. Designed a 1,000-foot erosion control vinyl sheet pile wall and a 1,250-foot steel sheet pile wall with a
<br />concrete cap along a rip rap revetment fronting the Gulf of Mexico. The walls aligned the perimeter of Alligator Drive that
<br />was destroyed during Hurricane Michael. He explored multiple options of tie-back systems for the steel wall including
<br />connecting the 2 sheet pile walls through tie-rods, connecting a proposed reinforced deadman below the proposed
<br />roadway to the steel wall through tie-rods, and utilizing helical anchors. He estimated an Opinion of Probable Cost and
<br />applied value engineering to determine helical anchors were the appropriate tie -back system to better protect Alligator
<br />Drive from future storm events.
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