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CRAVEN THOMPSON & ASSOCIATES, INC. | 3563 NW 53rd STREET, FORT LAUDERDALE, FL 33309 | P 954.739.6400 Matthew Cigale, P.E. PROJECT ROLE | Civil Engineer EDUCATION Bachelor of Science in Civil Engineering Clarkson University | Potsdam, New York | 1996 REGISTRATIONS Professional Engineer – Florida No. 74584 - 2012 YEARS OF EXPERIENCE 18 Years w/CTA - 20 Years Total AREAS OF EXPERTISE Civil Engineering SUMMARY OF EXPERIENCE Mr. Cigale's extensive knowledge includes site plan layout, roadway design, water distribution system design, wastewater collection & transmission system design, storm water management design, planning and calculations, project management, cost estimation, construction permitting, and construction management. WORK HISTORY Craven Thompson & Associates, Inc., Fort Lauderdale, Florida November 1999 to Present | Senior Supervising Engineer Paramount Engineering Group, Inc., Boca Raton, Florida October 1997 to November 1999 | Project Manager RELEVANT PROJECT EXPERIENCE Washington Road Basis of Design Review (BODR) | City of West Palm Beach, Florida | Project Manager Mr. Cigale managed the development of the BODR for the study area, totaling approximately three (3) acres, located within a historical single family residential neighborhood of West Palm Beach. Many of the existing utility systems are inadequate, aging and in need of improvement. The improvements analyzed included: water distribution, wastewater, stormwater/drainage, roadway reconstruction, sidewalk, ADA issues, pavement marking & signage, and landscaping. LW 2020 Year 1 Mater Plan, Lake Worth, Florida - Project Engineer ▪ Project 1 - North K Street and North M Street from 2nd Avenue North to 9th Avenue North. An 8-inch diameter watermain constructed on each street connecting to the existing 12-inch diameter PVC main running east-west along 2nd Avenue North, and to the 8-inch diameter main running east-west along 9th Avenue North. The existing north-south watermains were 2, 4, and 6-inch diameter cast iron and 2-inch diameter galvanized steel lines in the alleys between the streets. Along with the installation of the mains, the water meters at the property lines were relocated to the streets as opposed to the alleys. Hydrants were added in the vicinity of 8th Avenue N, 4th Avenue North, and 3rd Avenue North. Existing hydrants between the streets that were in poor condition were replaced. North K Street from 2nd Avenue North to 7th Avenue N was in poor condition and required roadway and sidewalk reconstruction. A small segment at the southern end of each road fell within Problem Area 8 of the City’s “Stormwater Master Plan”, and therefore the storm sewer was upgraded. ▪ Project 3 - N F Street from 5th Avenue N to 10th Avenue N involved the construction of both storm sewer and watermain. Flood staging did not meet the minimum City criteria for the 5-year, 24-hour event. Therefore, reconstruction of the storm sewer was required and wa ter quantity attenuation with exfiltration trench was implemented. To the north we connected a 12-inch diameter main to the existing 12-inch diameter stub extending south from 10th Avenue N within the road right-of-way and to the south tie into the 8-inch diameter main running east-west along 5th Avenue North. The only existing north-south watermain were 6-inch diameter cast iron mains located in both alleyways immediately east and west of North F Street. The meters were relocated within the road right-of-way F | Page 13