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E. RESUMES OF KEV PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key
<br />person.)
<br />12. NAME 13, ROLEIN THIS CONTRACT 14, YEARS EXPERIENCE
<br />a TOTAL b. WIiH CURRENT FDUA
<br />Gregory J. Stelmack, P.E. Principal Geotechnical Engineer 28 6
<br />15. FIRM NAME AND LOCATION (Corp and State)
<br />RADISE International, L.C., Riviera Beach, FL
<br />16. EDUCATION (DEGREEANO SPECIA MITIOA9
<br />17. CURRENT PROFESSIONAL REGISTRATION (STATEAND DISCIPLINE)
<br />B.S., Civil & Environmental Engineering, University of Wisconsin,
<br />Professional Engineer, Florida No. 70556
<br />Madison
<br />18. OTHERPROFESSIONAL QUALIFICATIONS (Poblimtiom. Otganhadom, Training, Avwa,, ex.)
<br />Mr. Stelmack is skilled in providing construction materials testing and engineering inspection testing services including quality
<br />assurance/quality control for a wide variety of commercial, transportation, water resources, industrial, retail and institutional
<br />projects. He specializes in providing design recommendations for deep and shallow foundation systems for a variety of project
<br />types. He has worked on major projects throughout Florida, and served as Project Manager and Senior Geotechnical Engineer on
<br />numerous projects for private and public clients including FDOT USACE and SFWMD.
<br />19. RELEVANT PROJECTS
<br />(1) THTLE AND LOCATION (Cil and Smle) (2) YEAR COMPLETED
<br />6420 Pump Station Design of Turning Vane & Pump PROFESSIONAL SERVICES CONSTRUCTION (fapp4 abk)
<br />Modifications, Miami -Dade County, FL 1 2017
<br />(3) BRIEF DESCRIPTION (1141f.X. size, rnst. etc) AND SPECIFIC ROLE ® Check ifptaje t pelfained with cunem then
<br />a,
<br />Geotechnical Engineer. Geotechnical engineering services including field exploration/testing and laboratory testing services.
<br />The field exploration program to evaluate the existing subsurface conditions for the project consisted of drilling three (3)
<br />Standard Penetration Test borings to depths of 40 feet below the existing ground surface. Soil classifications were based on
<br />visual observations supplemented by laboratory test results performed on selected representative samples. Laboratory index
<br />tests consisting of full Sieve Analysis, Natural Moisture and Organics Content tests were performed on selected samples.
<br />(1) TITLE AND LOCATION (Ciy aM State)
<br />(2) YEAR COMPLETED
<br />Everglades Agricultural Area A-1 Flow Equalization Basin
<br />PROFESSIONALSERVICES
<br />CONSTRUCTION (if opy&able)
<br />Palm Beach County, FL
<br />I Ongoing
<br />I Ongoing
<br />b,
<br />(3) BRIEF DESCRIPTION (Bl1gl.X size, cost ae.) AND SPECIFIC ROLE ® Check if project peefomcd with current firm
<br />Project Manager and Engineer of Record. Geotechnical design and EDC (engineering during construction) materials testing
<br />as well as quality assurance and inspection. Tests include specific gravity, sieve analysis, proctor, organic content, moisture
<br />content and Atterberg limits. The work involved laboratory testing for embankment construction.
<br />(1) TITLE AND LOCATION (City and Slate)
<br />(2) YEAR COMPLETED
<br />Wastewater Lift Station Rehabilitation,
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION(faealirable)
<br />Palm Beach County, FL
<br />2013
<br />C.
<br />(3) BRIEF DESCRIPTION (Brieftrop she, rust etc.) AND SPECIFIC ROLE ® Check if mi. ist formed with curlem fmn
<br />Project Manager and Engineer of Record. Project consisted of providing geotechnical engineering including field and
<br />laboratory testing services.
<br />(1) TITLE AND LOCATION (Go, atW State)
<br />(2) YEAR COWLETED
<br />Eastpointe Pump Station,
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTIONOfiPPh'rn6/e)
<br />Palm Beach County, FL
<br />2014
<br />d.
<br />(3) BRIEF DESCRIPTION (Bnefrs X,, size, cost erc.l AND SPECIFIC ROLE ® Check ifpmjaa pvfomed with current fimn
<br />Project Manager. Geotechnical engineering evaluation, Construction material testing and report preparation for renovations at
<br />the Pump Station. The renovations included concrete king post pile panel retaining walls, concrete pad at the channel bottom
<br />to support three new pumps and a precast concrete building.
<br />(1) TITLE AND LOCATION 'City aM Stale)
<br />(2) YEAR COMPLETED
<br />HHD Culverts 5A/5, 4A/3,11/16 Replacement and Rehabilitation,
<br />PROFESSIONALSERVICES
<br />CONSTRUCTION(ifalselkable)
<br />Palm Beach, Martin, Hendry Counties
<br />Ongoing
<br />Ongoing
<br />(3) BRIEF DESCRIPTION Brief+cope, size cos 1, ele) AND SPECIFIC ROLE ®CM1eck ifpojat performed wdh amem fmm
<br />Project Manager, Geotechnical Engineer of Record and Materials Engineer for construction inspection and lab and field
<br />e•
<br />materials testing services. The work included the demolition of existing Culverts and placement of new cast -in-place concrete
<br />culvert structures with gates and control systems and restoring the embankment, demolition of existing Culverts, the
<br />reconstruction of new structures and rehabilitation structure replacements. Also provided quality control services during
<br />concrete placement and casting of the building components. Services included a substantial role in inspection and oversight of
<br />earthwork tasks.
<br />f ISE
<br />STANDARD FORM 330
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