Laserfiche WebLink
<br /> STANDARD FORM 330 <br /> <br />F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'S <br />QUALIFICATIONS FOR THIS CONTRACT <br />(Present as many projects as requested by the agency, or 10 projects, if not specified. <br />Complete one Section F for each project.) <br /> 20. EXAMPLE PROJECT KEY <br /> NUMBER <br />24 <br />21. TITLE AND LOCATION (CITY AND STATE) 22. YEAR COMPLETED <br />Kingfisher Canal Outfall Treatment Structure Project <br />Deerfield Beach, Florida <br />PROFESSIONAL SERVICES CONSTRUCTION (If applicable) <br />2017 2019 <br /> <br />23. PROJECT OWNER'S INFORMATION <br /> <br /> <br />a. PROJECT OWNER <br />b. POINT OF CONTACT NAME <br />c. POINT OF CONTACT TELEPHONE NUMBER <br />City of Deerfield Beach Mr. Tom Good, Director of <br />Environmental Services <br />Phone: (954) 480-4432 <br />Email: tgood@deerfield-beach.com <br />24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) <br />The existing outfall system had several connections from adjacent properties such as US 1, areas west of US 1, <br />and the commercial properties that the pipe traverses easterly toward the canal. This system is very <br />susceptible to conveying floating debris and other pollutants to the c anal due to US 1 curb inlets allowing <br />floatables to pass from the inlets into the pipe without impediment. <br />The improvements consisted of combining both the <br />twenty-four (24”) inch and seventy-two (72”) inch <br />systems together in SE 9th Avenue. Installation of a <br />CDS, water quality structure in-line with the seventy-two <br />(72”) inch pipe after the two systems combine. The <br />work included removing the existing drainage structure <br />on the seventy-two (72”) inch pipe at SE 9th Avenue and <br />replacing it with a large structure to accommodate both <br />pipes and the installation of the CDS structure. <br />The in-line system has an internal by-pass within the <br />water quality treatment device. If there is ever a <br />blockage in the by-pass within the device, the system <br />will back up and spill out of the catch basins located <br />along both drainage systems and drain into the canal by <br />overland flow. The CDS structure is ten (10’) foot in <br />diameter and will accommodate the combined flow from both systems. <br /> <br /> <br /> <br /> <br /> <br /> <br />25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT <br /> <br />a. <br />(1) FIRM NAME <br />Craven Thompson & <br />Associates, Inc. <br />(2) FIRM LOCATION (City and State) <br />3563 NW 53rd Street <br />Fort Lauderdale, Florida 33309 <br />(3) Role <br />Prime – Stormwater Management, Storm System <br />Design, Permitting, Survey, and CEI Services <br />b. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) Role <br /> <br />c. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) <br /> <br />(3) Role <br /> <br />d. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) (3) Role <br />e. <br />(1) FIRM NAME <br /> <br /> <br /> <br />(2) FIRM LOCATION (City and State) (3) Role <br />E | Page 116