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Published byJoshua McDowell Modified over 9 years ago
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Groundwater Supply ◦ Quantity ◦ Quality Infrastructure ◦ Treatment ◦ Transmission ◦ Distribution Response Plans ◦ Long-term ◦ Short-term ◦ Emergencies
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Master Plan Developed In 2006 ◦ Population/Flow Projections showed Increased Demands ◦ Major Capital Components New RO WTP and Well field New Booster Pump Stations New Distribution PS/Storage Continued R/R
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Decreased demand projections: Reduced need for added booster pump stations ◦ Property, structures, equipment and electric Changed economic conditions: Delays construction of distribution pump stations and storage tanks
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Wellfield and Aquifers - Biscayne meets all standards -Nitrate only parameter with up trend - Floridan meets standards, other than chlorides. RO system removes chlorides. Supply Protection Land management of wellfield Monitoring of ground and surface waters Action plans based on monitoring data and/or events
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Transmission Main Assessment Vulnerability Assessment to determine ◦ Areas where leaks and corrosive soils occur ◦ Difficult access for repair ◦ Older sections for replacement
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Pipeline Protection Cathodic Protection against corrosive environment Steel pipe section along transmission main Steel water storage tanks
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Water Supply and Treatment Multiple Wells Multiple Treatment Units Emergency Power Generation Electric and Diesel Pumps
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Water Supply and Treatment 2 MGD Emergency Seawater Desalination Stock Island(Diesel) 1 MGD Emergency Seawater Desalination Marathon (Diesel)
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Transmission Pipeline Pumping Capability Four Booster Pump Stations Electric and Diesel Pumps Emergency Power Generation
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Emergency Backpumping Three pumps on Stock Island Diesel/Electric Three pumps in Marathon Diesel/Electric 23 of 36 Million Gallons Storage Capacity For Backpump Operations
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What Happens?
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Land Based Pipe Failure
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Reports To Manger of Operations: Exact Locations of Failure Needed Equipment, Supplies, and Personnel Estimates Amount of Time Required for Back Pumping and to Complete Repair Traffic Impacts
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Determines: Amount of Water Stored in Affected Area Amount of Time Back Pumping Operation Possible Necessity of RO Plant(s) Operational Changes to Overall System
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Occurred 11 Times In Past 5 Years In All Cases Stored Water Supply Was Sufficient Reverse Osmosis Plants Were Not Operated Confident Similar Emergency Repairs Will Have Same Success Of Timely Completion
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Key Largo to Florida City Pipe Failure
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Build Access Pad to Leak Site Utilizing Available Contractors Implement Water Excavation Stock Materials Needed for Repair Effect Repair Similar to Land Based
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Never Been Done Availability Of Contractors Assume Up TO 4 Days To Complete Seawater ROs Only Water Supply
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Mandatory Water Restrictions Needed Water Demands May Not Be Met For Days Intermittent Or Complete Shut Down Of Some Distribution Systems/Possible Container Filling Identify Possibility Of Expedited Repair Develop Emergency Plan With Monroe County
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Bridge Failure
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Dependent on DOT Contractor to Replace Pipe as Bridge is Replaced/Repaired Maintain Pipe Inventory for Repair Depend on RO Production for Supply
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PIPE SIZEDUCTILE IRONSTEEL 36”194’40’ 30”212’769’ 24”446’516’ 18”36’61’
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Repairs May Require Months To Complete Water Demands Likely Exceed Supply Barge/Ship Mounted RO Possible (Navy) Consider Long Term Pipeline Redundancy Plan Additional RO Capacity
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