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F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) Continuing Professional Engineering Consulting Services for Water and Wastewater Infrastructure Projects (Contract No: (09)H-04-CE) – Sunrise, FL PROFESSIONAL SERVICES Ongoing (2009 – 2013) Specific dates included with projects below. 23. PROJECT OWNER’S INFORMATION 22. YEAR COMPLETED 20. EXAMPLE PROJECT KEY NUMBER 2 CONSTRUCTION (if Applicable) Indicated below, if applicable. a. PROJECT OWNER City of Sunrise b. POINT OF CONTACT NAME Mr. Tim Welch, P.E. c. POINT OF CONTACT TELEPHONE NUMBER 954-888-6037 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Carollo is providing continuing engineering services for the City of Sunrise. Projects under this contract include: Springtree WTP Renewal & Improvements – Phase I. Evaluations at the 24-mgd lime softening WTP included: an organics removal system, disinfection rule compliance modifications, solids contact clarifier performance upgrades, sludge dewatering upgrades, chemical system upgrades (lime, sodium hypochlorite, fluoride), distribution system pumping upgrades, controls system upgrades, an entirely new administration and controls building, repurposing an existing Floridan aquifer ASR well as a supply well for RO treatment for 1.5 mgd of permeate, demolition of existing filters, interior site lighting upgrades, drainage upgrades, repiping of ground storage reservoirs, and other general renewal and replacement upgrades. Bench-scale tests included IX and ballasted flocculation technologies for organics control alternatives. Fluidized bed ion exchange was recommended for full-scale implementation to reduce organics in the finished water, and reduce chemical and sludge in the existing lime softening process while improving finished water quality. Carollo is in the design phase of this project with an anticipated completion in July 2012. The RO Treatment Facilities design package includes design of a system expandable in 1.5-mgd treatment units to a capacity of 3 mgd of permeate. Design includes chemical storage and feed systems, replacement of existing Floridan aquifer well pump, sand strainers, cartridge filters, RO membrane treatment system with associate clean in place system, degasification, and two stage air quality control units. The RO treatment system was designed to blend RO permeate with existing treated water upstream of the existing clearwells. Construction for the first phase started in April 2012, the RO treatment facilities anticipated in July 2012, and the remaining phase is anticipated to start construction at the end of the third quarter of 2012. Completion Dates: 2011 (Design), 2013 (Const.). Cost: $1.3 million. Sawgrass Water WTP. Evaluations to expand capacity, improve overall facility water recovery, improve potable water quality, and provide an analysis of options for new brackish water treatment facilities were made, including: addition of a 7 mgd oxidation, filtration, and ion exchange treatment system, uprating of one or both of the existing 9-mgd NF treatment trains, conversion of one existing NF treatment train to RO for brackish water treatment, and addition of an independent RO treatment system. Pilot testing of oxidation, filtration, and ion exchange technologies for iron and organics control alternatives was done. Fixed bed vessel type IX was recommended for full-scale implementation to reduce iron and organics from the surficial aquifer source water and be blended with NF permeate. The blended finished water will have higher hardness and alkalinity than the NF permeate alone, which improves distribution system quality and improves taste. Overall facility water recovery will improve because the filtration and ion exchange system has negligible water loss compared to the NF treatment process (currently at 85% recovery). Sunrise will benefit from 1 mgd of surficial aquifer water becoming drinking water by operating the filtration and ion exchange treatment system at 7 mgd which otherwise would be NF concentrate and disposed in a deep injection well. Evaluation of the RO treatment system included the support processes for an expandable 5-mgd facility, including: raw water main to new treatment facility, sand strainers, cartridge filters, membrane feed pumps, interstage boost pumps, low-pressure RO membranes, degasification, odor control, and associated chemical storage and feed systems. Completion Dates: 2011 (Design), 2012 (Const.). Cost: $1.8 million. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Carollo Engineers, Inc. (2) FIRM LOCATION (City and State) Sunrise, FL (3) ROLE Prime b. (1) FIRM NAME Carollo Engineers, Inc. (2) FIRM LOCATION (City and State) Lake Worth, FL (3) ROLE Support c. (1) FIRM NAME Carollo Engineers, Inc. (2) FIRM LOCATION (City and State) Phoenix, AZ (3) ROLE Support D-23
F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State) Non-Exclusive Professional Services Agreement (Contract No: 07CEP001) – Miami, FL PROFESSIONAL SERVICES Ongoing (2008 – 2013) Specific dates included with projects below. 23. PROJECT OWNER’S INFORMATION 22. YEAR COMPLETED 20. EXAMPLE PROJECT KEY NUMBER 3 CONSTRUCTION (if Applicable) Indicated below, if applicable. a. PROJECT OWNER Miami-Dade Water and Sewer Dept., FL b. POINT OF CONTACT NAME Mr. Rafael Terrero, P.E., BCEE c. POINT OF CONTACT TELEPHONE NUMBER 786-552-8112 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Carollo is providing continuing engineering services for Miami-Dade County. Projects under this contract include: Preston and Hialeah WTP Improvements. The Miami-Dade County Water and Sewer Department (WASD) 225-mgd Hialeah and Preston WTPs treat raw water from a combination of four groundwater wellfields, including the Northwest Wellfield (NWWF). Nearby mining activities may trigger reclassification of the NWWF from groundwater to groundwater under the direct influence of surface water (GWUDI). This potential reclassification has significant implications from requirements to meet more stringent water quality standards than originally designed. The design is currently underway. The 165-mgd WTP is to be implemented in two major phases of construction resulting in the largest nanofiltration WTP at 93% recovery. Phase I would support the production of 125-mgd, and Phase II would expand this to the ultimate 165-mgd capacity. Major elements of the project are: Raw water pump station (159-mgd Phase I, 207-mgd Phase II), Rapid mix (3 – in-line mechanical mixers), Media pre-filters (27 - 12’x40’ pressure vessels), Cartridge filters (24 – 54-inch horizontal housings), NF (20 – 9.2-mgd trains, recovery up to 93%), Clean-in-place (liquid storage and feed for automated CIP), UV (5 – 48” reactors), Degasification (25 – 13.5’ diameter towers), Low service pump station (125-mgd Phase I, 165-mgd Phase II), Deep well concentrate injection (~3,000’ below land surface), Chemical storage and feed, On-site high strength (12-15%) sodium hypochlorite generation (15,000 ppd installed capacity) and Standby power (natural gas turbine, 37.7-MW installed capacity). Completion Dates: 2008 (Preliminary Design). Cost: $13.2 million (Est.) Water Use Permit Revision to Avoid Blending. Carollo helped Miami-Dade get an unfavorable condition of their water use permit waived after it caused an upsurge in customer complaints. Under a new water use permit, Miami-Dade was required to blend brackish water from the Floridan aquifer with its regular source of fresh water. In 2006, Miami-Dade began blending brackish water with fresh water at the Alexander Orr WTP. The brackish water increased the salinity of the treated water. Within months, customer complaints doubled, because of reddish-brown water discoloration from iron pipes. The blending requirement could be waived, but only if Miami-Dade could demonstrate to the South Florida Water Management District (SFWMD) that the blended water had degraded the treated water quality. Miami Dade asked Carollo to investigate and prepare a case that would prevent required blending at the Preston Hialeah WTPs by showing the link between the permit’s blending requirements and the increase in customer complaints in Orr WTP’s service area. Carollo investigated customer complaint records, well operating data, and finished water quality. An analysis of corrosion indices and water quality parameters found that finished water chloride was the significant factor corresponding to customer complaints. Blending raised the chloride concentration, aggravating iron corrosion, and causing customer complaints. Carollo and Miami Dade met with the SFWMD to present the case against blending and discuss its adverse effects on water quality. Consequently, the blending requirement was waived from Miami-Dade’s water use permit. Completion Date: 2008. Cost: $20,011. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. b. c. d. e. (1) FIRM NAME Carollo Engineers, Inc. (1) FIRM NAME Carollo Engineers, Inc. (1) FIRM NAME Carollo Engineers, Inc. (1) FIRM NAME Carollo Engineers, Inc. (1) FIRM NAME Carollo Engineers, Inc. (2) FIRM LOCATION (City and State) Miami, FL (2) FIRM LOCATION (City and State) Sunrise, FL (2) FIRM LOCATION (City and State) Lake Worth, FL (2) FIRM LOCATION (City and State) Boise, ID (2) FIRM LOCATION (City and State) Denver, CO (3) ROLE Prime (3) ROLE Support (3) ROLE Support (3) ROLE Support (3) ROLE Support D-24
Page 2 and 3: Title Page Respondent’s Firm: Car
Page 4 and 5: June 8, 2012 Mr. Brian K. O’Conno
Page 6 and 7: chemical costs; labor costs; future
Page 8 and 9: ARCHITECT - ENGINEER QUALIFICATIONS
Page 10 and 11: 12. NAME Elizabeth Fujikawa, PE 15.
Page 12 and 13: 12. NAME Jerry Russell, PE 15. FIRM
Page 14 and 15: 12. NAME David MacNevin, PhD, PE, L
Page 16 and 17: 12. NAME Lyle Munce, PE 15. FIRM NA
Page 18 and 19: 12. NAME Tom Seacord, PE 15. FIRM N
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Page 22 and 23: 12. NAME Eric Peters, PE 15. FIRM N
Page 24 and 25: 12. NAME Rod Reardon, PE 15. FIRM N
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Page 28 and 29: 12. NAME Melissa Velez, PE 15. FIRM
Page 32 and 33: F. EXAMPLE PROJECTS WHICH BEST ILLU
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Page 45 and 46: Team members’ background and EXPE
Page 47 and 48: Team Member Lyle Munce, PE (cont’
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RFQ No. 2012-10 Continuing Contract
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DBPR - LEVEQUE, ERIC GERARD, Profes
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State of Florida Department of Stat
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State of Florida Department of Stat
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6.10 SOURCE OF INFORMATION How did
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