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2003-246
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2003-246
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Last modified
11/22/2016 10:58:14 AM
Creation date
9/30/2015 6:47:02 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
09/16/2003
Control Number
2003-246
Agenda Item Number
11.J.1
Entity Name
St.Johns River Water Management District
Subject
Cost-Share Program County RO/ Concentrate Stormwater, reclaimed water
Citrus Best Management Practices
Project Number
SG469AA/N
Archived Roll/Disk#
3162
Supplemental fields
SmeadsoftID
3402
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North County Brine Protect Description <br /> The main purpose of the North County Brine Project will be to redirect the R. O . demineralization <br /> concentrate from directly discharging to the Indian River Lagoon and utilize as a resource to mix <br /> with stormwater at a sedimentation basin. The mixture of stormwater/concentrate will be sold to <br /> golf courses in the form of reclaimed water to help supplement irrigation. The portion of <br /> stormwater/concentrate not utilized for irrigation will be routed through the sedimentation basin <br /> and discharged into the North Relief Canal where it will ultimately flow into the Indian River <br /> Lagoon <br /> The first phase of the project will entail constructing four miles of 16" PVC pipe from the North <br /> County R. O . Facility to the Bent Pines Sedimentation Basin. Construction of the 16" concentrate <br /> brine line has been completed. The 16" concentrate main construction initiated at the North <br /> County R. O . Facility and proceeded south along Kings Highway two and one-half miles to 57`h <br /> Street then turned east for one and one-half miles to the sedimentation basin. The second phase <br /> of the project will involve plumbing the concentrate piping at the basin site such that brine can be <br /> either mixed with stormwater from the North Relief Canal, or discharged into the North Relief <br /> Canal during periods of low stormwater availability or low reuse demand . <br /> Stormwater will be conveyed from the North Relief Canal to the to the mechanical aerator mixing <br /> basin through a 24" diameter pipe. Energy will be provided through three (3) 300 h.p . vertical <br /> turbine pumps . <br /> The concentrate/stormwater mixture will be routed through the 10 million gallon sedimentation <br /> basin where it will undergo additional mixing and natural attenuation. The mixture will be <br /> extracted at the end of the sedimentation basin and pumped into the reuse system with three (3 ) <br /> 300 h.p . variable frequency drive pumps . <br /> The estimated construction costs are as follows : <br /> 16" Brine Line-21 , 120 L . F . $ 1 , 500 , 000 . 00 <br /> Wetlands Development $ 300 , 000 . 00 <br /> Pumping Station at North Relief Canal $ 500 , 000 . 00 <br /> Mechanical Aerator Mixing Basin $ 5002000 . 00 <br /> Pumping Station at 10 MG Basin Tailworks $ 500 , 000 . 00 <br /> CONSTRUCTION SUBTOTAL $ 3 , 3001000 . 00 <br /> 15% Contingency $ 495 , 000 . 00 <br /> CONSTRUCTION TOTAL $ 3 , 795 , 000 . 00 <br /> Engineering , Permitting and Inspection (14 .6% Construction <br /> Subtotal) $ 554 , 070 . 00 <br /> PROJECT GRAND TOTAL $ 473491070.00 <br />
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