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ESTIMATED RESIDENCE TIME OF ANY PONDS, SWALES, ETC. : This Section is not applicable . The pollutant <br /> reduction occurs on the algal turf scrubber flow-way . <br /> TASKS and DELIVERABLES : <br /> TASK NUMBER 1 <br /> TASK NAME : Design and Permitting <br /> TASK DESCRIPTION : The Grantee shall design the system as described in Task 3 (BMP Construction) and obtain all <br /> necessary permits. Permits should be obtained from the U . S . Army Corps of Engineers, Florida Department of <br /> Environmental Protection St. Johns River Water Management District, Indian River Farms Water Control District, and Indian <br /> River County. <br /> DELIVERABLES: Submission of copy of final design; copy of all required permits . <br /> PERFORMANCE STANDARD : Approval of final design is contingent upon approved permits. <br /> FINANCIAL CONSEQUENCE : Failure to meet the performance standard above will result in the denial of match claim. <br /> TASK NUMBER 2 <br /> TASK NAME : Bidding <br /> TASK DESCRIPTION : The Grantee shall prepare and solicit bids utilizing a bid package in accordance with state <br /> and <br /> federal laws and this Agreement . <br /> DELIVERABLES : Submission of copy of bid package and selection of contractor. <br /> PERFORMANCE STANDARD: The Department Grant Manager will review the bid package and copy of subcontract to <br /> ensure compliance with state and federal laws specific to this Agreement. <br /> TASK NUMBER 3 <br /> TASK NAME : BMP Construction <br /> TASK DESCRIPTION: The Grantee shall develop fifteen ( 15 ) acres for the purpose of creating an Algal Nutrient Removal <br /> Facility as depicted in Fie 1 , attached and incorporated herein. The PC South Algal Nutrient Removal Facility system <br /> will be composed of the following. <br /> 1 . Influent flow delivery system, which will be a low head, high flow pumping system (e.g. axial flow or Archimedes <br /> pumps) . <br /> 2 . Intermittent release control device or flow surger, designed to pulse flows in a manner emulative of <br />oscillatory <br /> waves. This device is an automatic siphon mechanism placed on a surger box. The intermittent surging of water <br /> helps disrupt the algal cell wall boundary which enhances the rate of diffusion of nutrients, particularly at <br /> low <br /> concentrations . <br /> 3 . An influent distribution system designed to distribute water equitably along the width of the ANRF floway, with <br /> flow introduced from the flow surger. <br /> 4. A sloped ANRF floway that includes an impervious surface over which is installed a geotextile grid, which serves as <br /> an attachment matrix for the algae. Floway length is determined by treatment requirements and influent <br /> characteristics. <br /> 5 . An effluent and harvest flume that runs the full width of the ANRF floway. Typically this flume is triangular <br /> in <br /> cross section, with a variable cross sectional area, increasing as flows accumulate. The slope is designed to ensure at <br /> least 1 . 5 fps velocity throughout the flume, which ensures conveyance of the harvested material . The flume serves <br /> both as a means to move effluent, and, during harvest, to transport harvested algae to an automated self cleaning bar <br /> screen (F1exRake). <br /> 6 . An automatic F1exRake, typically as manufactured by Duperon Corporation of Saginaw Michigan. The F1exRake <br /> facilitates capture and removal of harvested algae filaments, as well as continuous removal of sloughed algae and <br /> incidental solids5 . <br /> 7 . Algae harvest equipment for dislodging and moving excess production into the effluent flume <br /> DELIVERABLES : The acceptance of the facilities as completed facilities according to design. Photographs depicting the <br /> construction progress stages and completion of the Algal Nutrient Removal Facility system ; signed statement <br /> from <br /> Construction Engineer indicating construction has been completed in accordance with design. <br /> PERFORMANCE STANDARD : The Department Grant Manager will review the photographs and certification of <br /> completion by the Construction Engineer to verify that the work was done in accordance with the approved plans. <br /> 5 In some cases in which high levels of suspended solids reduction is required, additional processes such as wedge wire <br /> screens, hydroscreens, or sand filters may be included to further polish the effluent after coarse screening through the Flex <br /> Rake . <br /> DEP Agreement No. G0353 , Attachment A, Page 5 of 12 <br />