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Published bySamuel Lucas Modified over 8 years ago
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Bear Trap Dunes Water Treatment Facility Report conducted by
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KPC Water Team Team members – Tim Sweany – Trevor Irvine – Thomas Burton – Tyler Wingate Experience – 10 years combined experience in Water/Wastewater field
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Mission KPC Environmental Group is an environmental company which performs water treatment consulting in Delaware. Purpose: Analyze Bear Trap Water Treatment plant – Determine compliance with regulations/ permits – Issue findings – Make Recommendations for possible improvements
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Bear Trap Customers Area Served – Bethany Bay/Ocean View System – One of Five water treatment plants
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Bear Trap Customers Population Served – 814 accounts in Bear Trap development – Seasonal occupancy (5,043 accounts system wide) 3,992 Full time residents in system 21,058 Transient residents from May-September
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Aerial View of Facility
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Facility Overview Construction Dates – Wells - April 2007 – Plant - May 2008 – Open - May 2008 Wells – Well #1- 675 gpm – Well #2- 425 gpm – Water tower- 350,000 gal – Average production- 500,000 gpd – Maximum production- 775,000 gpd at 540 gpm – Maximum design production- 1,728,000 gpd
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Treatment Pre-filtration Chemical Addition – Caustic, Chlorine, & Potassium Permanganate Greensand Filtration – 3 Filtration units with 540 gpm total flow – 180 gpm per filter Post-Filtration Chemical Addition – Caustic, Chlorine (Disinfectant) & Zinc Orthophosphate Filter Backwash – Stored in decant tank – Re-treated at 54 gpm
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Sampling, Testing and Data Recording Potassium Permanganate Analyzer Chlorine Analyzer pH Analyzer Chart Recorders – Chlorine – pH – Tower level – Decant tank level
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Operator Lab and Testing Distribution sample – Once per week Treatment plant sampling – Pre-filtration – Post-filtration (each filter) – Effluent Chlorine Iron pH Zinc
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Research and Regulations Operating Requirements – Operator visit three times per week Distribution System Monitoring Requirements – Monthly Bacterial 30 (May-Sept.) 4 (Oct.-April) – Lead and Copper 40 every six months – WQP2 6 every six months Facility Monitoring requirements – RIOC 1 every 9 years – RRAD 1 every 3 years – Fluoride and Nitrate 1 every year State of Delaware Drinking Water Branch State of Delaware Drinking Water Branch
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Research and Regulations cont. Monitoring Summary – System failed lead and copper (2009-2010) – Bear Trap Dunes area had no failures Water Characteristics InfluentEffluent Iron2.0 - 2.5 mg/L0.00 - 0.11 mg/L pH6.257.5 - 8.0 Temperature15.3 - 17.2 °C13.9 - 18.8 °C Chlorine ResidualNone1.0 - 1.5 mg/L
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Audit KPC conducted a facility audit/sanitary survey on 04/28/2012 – Toured the plant – Asked operator questions – Viewed records Reviewed available permits Researched information about system on state website
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Audit Findings Shower/Eyewash Station – Not clear of obstructions – Difficult to access in emergency Caustic Soda Tank – Not located in chemical room – Creates PPE issue in Filter area Confined Space – Decant Tank entry points not labeled as Confined Space Housekeeping
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Audit Findings Operations and Maintenance Manuals – Manuals provided by Tidewater are lacking key elements – They do not include Greensand units Standard Operating Procedures – Not yet created Plant Production – Rated for 1200 gpm – Produces 540 gpm Decant Tank Size – Inadequate – Must be pumped every six days
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Audit Findings Connection Discrepancy – State-6,804 connections – Tidewater-5,043 accounts Facility Walls – Made of plywood Weekly manual m-scope readings – Additional time – Possibility of contamination No PPE onsite
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Recommendations Shower/eyewash Station – Tank configuration re-ordering to allow access – Change location of eyewash station Caustic Soda Tank – Put in chemical room – Put exclusion zone around tank Confined Space – Add sign to all entrances Housekeeping – Allocate time for organization
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Recommendations Standard Operating Procedures – Create a book of SOP’s available for review at the facility Operations and Maintenance Manuals – The manuals should be revised to include information on greensand units Plant Production – Missing out on production ability that you paid to receive – Possibility of future growth necessitates a solution Decant Tank Size – Additional tank – Expand existing tank
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Recommendations Weekly manual m-scope readings – Permanent level reading device with chartable readings Connection Discrepancy – Accounts vs. Connections Facility Walls – Add a dehumidifier – Replace walls with fiberglass reinforced plastic walls that were described in design specificationsdesign specifications No PPE onsite – Personal protective equipment at the facility
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Conclusion Facility is in compliance with regulations Main issues to be addressed – Safety Shower/eyewash station Caustic soda tank location Confined Space signs and SOP for sludge removal – O&M Manuals Need revision, and additions
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T HE E ND
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