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PDX DEICING STORMWATER SYSTEM

PDX DEICING STORMWATER SYSTEM. Presentation for Pacific Northwest Pretreatment Conference September 15, 2005. Presentation prepared by Richard Vincent Deicing Operations Manager Portland International Airport Port of Portland – (503) 460-4685 richard.vincent@portofportland.com

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PDX DEICING STORMWATER SYSTEM

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  1. PDX DEICING STORMWATER SYSTEM Presentation for Pacific Northwest Pretreatment Conference September 15, 2005

  2. Presentation prepared by • Richard Vincent Deicing Operations Manager Portland International Airport Port of Portland – (503) 460-4685 richard.vincent@portofportland.com • Eric DeBerry Pretreatment Permit Manager City of Portland Bureau of Environmental Services – (503) 823-5538 ericd@bes.ci.portland.or.us

  3. FROST DEICING & ANTI- ICING AIRCRAFT RUNWAYS & TAXIWAYS WINTER STORM EVENTS AIRCRAFT DEICING RUNWAY, TAXIWAY AND RAMP DEICING LANDSIDE ROADS & WALKWAYS DEICING ACTIVITES

  4. FROST DEICING

  5. WINTER STORM EVENT JANUARY2004

  6. AIRCRAFTDEICING& FLIGHT SAFETY • Ice accumulation of 1/64TH of an inch on the leading edge of an aircraft wing decreases lift on takeoff by as much as 25% • FAA requires that aircraft wings, propellers, windshield, engines, flight instrument systems, fuselage and control surfaces must be free of frost, ice and/or snow prior to taking off – Federal Aviation Administration Regulation (FAR) Part 121

  7. FAA APPROVED AIRCRAFT DEICERS ETHYLENE GLYCOL PROPYLENE GLYCOL FAA APPROVED PAVEMENT DEICERS POTASSIUM ACETATE SODIUM FORMATE *Values represent pure product. The glycols are diluted at least 50% prior to application BOD CONCENTRATIONS OF APPROVED CHEMICALS 5.6 lbs/gal 9.0 lbs/gal 1.2 lbs/gal 0.6 lbs/gal

  8. BOD – Biochemical Oxygen Demand • Measure of how much dissolved oxygen is being consumed as microbes break down organic matter.

  9. BODTestConsiderations • Results are not absolute values, they are subject to variability (seed quality, dilution, pH) • Difficult to compare results between Labs • BOD5 test takes five days to complete

  10. BOD vs. COD • COD results within hours vs. days • Statistical correlation can be made between BOD and COD • For deicing glycols: BOD mg/L = 0.62(COD) + 142 mg/L

  11. PDX WATER QUALITY RELATED PERMITS • OREGON DEQ ISSUED PERMITS • INDIVIDUAL NPDES DEICING PERMIT • 1200-COLS GENERAL STORMWATER PERMIT • 1700-B WPCF • INDIVIDUAL NPDES DEWATERING PERMIT • 1200-CA EROSION CONTROL PERMIT • MS-4 COPERMITEE • CITY OF PORTLAND – BUREAU OF ENVIRONMENTAL SERVICES (BES) • PRETREATMENT PERMIT

  12. City of Portland Pretreatment Permit Requirements • Daily maximum at will mass discharge limit of 1,200 lbs BOD. • Controlled dry weather BOD limit of 5,000 lbs per day weekdays, 10,000 lbs per day weekends. Requires BES approval and secondary treatment. • Discharge shall not exceed 300 gpm.

  13. TWO COLLECTION SYSTEMS • CONCENTRATED COLLECTION SYSTEM • Collects high strength material from aircraft deicing activities near the terminal • DILUTE COLLECTION SYSTEM • Collects runway & taxiway deicing materials as well as drip and shear from aircraft maneuvering for take-off • Provides a back-up to the concentrated system

  14. NORMAL RUNOFF BASINS

  15. DEICING SYSTEM ON – DRAINAGE BASINS

  16. BASIC DEICING SYSTEM LAYOUT

  17. CONCENTRATED SYSTEM • SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA) • FOUR PUMP STATIONS • 2 + MILES OF PRESSURE LINES • REMOTE VALVES • FIVE BOD METERS • FLOW METERS • 2 MILLION GALLON STORAGE TANK • SNOW CONTAINMENT PAD • TRUCK LOAD-OUT FACILITY

  18. CONCENTRATED COLLECTION SYSTEM LAYOUT

  19. Glycol Recovery Vehicles On standby whenever the temperature is below 40° FMost efficient for frost deicing operationsLimited performance during freezing precipitation events

  20. FOUR PUMP STATION CONTROL BUILDINGS

  21. PUMP STATION A LOCATION

  22. TWO – MILLION GALLON STORAGE TANK & TRUCK LOAD-OUT FACILITY

  23. SNOW CONTAINMENT PAD

  24. SNOW CONTAINMENT PAD

  25. pH METER INSTALLATION

  26. BOD METERS

  27. BOD METER – ISCO AIRPORT BIOX 1015 • Measures level of BOD in real time • Allows the diversion of flow based on BOD concentration • Key component in loading calculations • PDX operates twelve (12) BIOX instruments • $60,000 per instrument • $250,000 per year in operations/maintenance costs

  28. BOD METER – ISCO AIRPORT BIOX 1015

  29. Bio-Media Matrix Bio-Reactor

  30. BIOX Limitations • Adaptation period for BOD sources other than glycols • Limited ability to detect or measure insoluble BOD sources due to short residence time in the medium.

  31. Comparison of BOD Test Results

  32. BIOX Field Modifications • Replaced existing fittings with more bio-compatible materials • Adjusted pH of nutrient feed • Eliminated residual chlorine in City feed water • Feed biomass propylene glycol, potassium acetate & sodium formate

  33. BIOX Maintenance Requirements • Two to three weeks to start-up all twelve meters at the beginning of the season • Approximately 7 hours per week per instrument for regular maintenance and calibration • Staff must be available 24/7 to respond to BIOX alarms • Two to three weeks to mothball all twelve meters at the end of the season

  34. SCADA SYSTEM MAIN DISPLAY

  35. SCADA SYSTEM DISPLAY – PUMP STATION J (CONCENTRATE STORAGE TANK)

  36. BIOX Meter Readings

  37. SCADA ReportsSupervisory Control and Data Acquisition

  38. Compliance Monitoring • Airport - BIOX accepted for BOD control • Airport - Continuous pH monitoring • Portland - A grab sample is taken, and the BIOX reading is recorded. If the sample result is within + or – 15% of the BIOX reading, the sample is in compliance.

  39. DILUTE SYSTEM • SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA) • FIVE PUMP STATIONS • 2 + MILES OF PRESSURE LINES • REMOTE VALVES • SEVEN BOD METERS • FLOW METERS • 13 MILLION GALLON DETENTION BASIN

  40. DILUTE COLLECTION SYSTEM LAYOUT

  41. PUMP STATIONS I & 6

  42. PUMP STATION E – VERTICAL TURBINE PUMPS

  43. PUMP STATION F

  44. DILUTE DETENTION BASIN

  45. DILUTE DETENTION BASIN

  46. DILUTE DETENTION BASIN

  47. SCADA SYSTEM DISPLAY – PUMP STATION I (DILUTE DETENTION BASIN)

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