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ELEC WASHINGTON STORMWATER CONFERENCE


STORMWATER TREATMENT
   AND TECHNOLOGY


    Neil Alongi, P.E. – Maul Foster & Alongi
               February 7, 2011
DISCUSSION OVERVIEW

   Hierarchal approach to compliance
   Large and small site challenges
   Characterization
   Treatment BMPs: Selection Considerations
   Cost of compliance- Reasonably
    attainable?
   Thoughts about the future of Treatment
    BMPs
BMP HIERARCHY APPROACH

            Treatment BMPs = Capital
             + Operational Costs
              e.g.   Active Treatment


            Structural BMPs = Capital
             costs
              e.g.   materials isolation


            Operational BMPs
              e.g.   Pavement sweeping
STRUCTURAL BMP EXAMPLE
TREATMENT BMPs – SITE SIZE

   Large site = High volumes and flow rates
     Flow
         attenuation a critical factor
     Complexity of contaminants challenging
SMALL SITE STORMWATER
CHALLENGES
   Site space limitation usually results in
    additional costs to manage & treat
   May force facilities underground
   Operations personnel may be limited
QUANTITY CONTROL

   Sites with little available space =
    underground storage + high rate
    treatment system
     Underground storage = high cost
     Shifts costs to high rate treatment
      systems
     Cost balance between these two
      components
UNDERGROUND STORAGE
CHARACTERIZE FIRST

   Like any site, must first characterize
    contamination and understand goals
     Check  permit parameters
     Check parameters that may impact
      treatment, e.g. dissolved metals
     Internal monitoring

   Diverse contamination types
        May mean more than one type of treatment
        to meet permit benchmarks
TYPICAL CONTAMINATION

   Most problematic contaminant types
     Metals, especially dissolved metals
     High turbidity from colloidal particles
     Chemical Oxygen Demand (COD)
     Biological Oxygen Demand (BOD)
     Nutrients (Phosphorus, Nitrate, Nitrite)
TREATMENT TECHNOLOGIES

   PASSIVE EXAMPLES
     Created  wetland
     Bioretention filtration

   ACTIVE EXAMPLES
     Polymer  – enhanced filtration
     Cartridge Filtration

     Adsorptive Filtration

     Electrocoagulation

     Multi-stage treatment
PASSIVE - CREATED WETLAND

   Treatment dependant on detention/travel
   Low cost option
   TSS, oils/grease, some metals removal
   Space intensive
PASSIVE - BIORETENTION
FILTRATION
   Treatment and infiltration
   Low cost option
   Site and soil conditions critical
   Preferred SW
    management
    approach
BIORETENTION FILTRATION

 Treatment and discharge
 Biomass retention of pollutants

 Natural and manufactured media

 Adsorptive

  filtration
  media
  application
 e.g., Filterra –
    Ecology GULD
POLYMER-ENHANCED FILTRATION

 Most commonly used is chitosan
 TSS and turbidity

 High treatment capacity
Filtration – Cartridge Filters

 Mixed media cartridge inside vault
 TSS, P, turbidity and some metal

 Typical Zn removal efficiency of 45%

  and 38% for total and dissolved
 Typical Cu removal efficiency of 50%
  and 40% for total and dissolved
 Life of cartridge highly dependent on

  site conditions
 e.g. Bayfilter – Ecology Conditional Use
Adsorptive Filtration

 Reactive media with targeted
  contaminant removal
 May first need pretreatment for
  pH or to remove larger particles
 Media for metals, coliform,

  nutrients
Adsorptive Filtration

 Dual media gravity filtration
 Adsorptive filtration for metals

 Multi-stage treatment available
   e.g. StormwateRx
ADSORPTIVE MEDIA
ELECTROCOAGULATION

 Effective for a variety, but not all,
  contaminants
 High capital, moderate O& M

 Metal removal rates around 90%

 Treatment train can include pH,

  settling, filtration
   e.g. WaterTectonics, Oil Trap
ELECTROCOAGULATION
MULTIPLE STAGE TREATMENT

 Single-stage advanced treatment
  is expensive
 Multiple stage treatment more so

 Multi-stage approach driven by
  either low effluent limits or a wider
  variety of contaminants
MULTIPLE STAGE TREATMENT

   Example of advanced treatment
    system designs includes
     Pre-settling
     pH adjustment
     Electrocoagulation
     Settling
     Pressure Sand Filtration
     Micron-level cartridge filtration
MULTIPLE STAGE TREATMENT
DISPOSAL OPTIONS

   Receiving Water Bodies
    Direct
     discharge
    Diffuser
     outfall for
     enhanced
     dilution
DISPOSAL OPTIONS

 Municipal Storm Sewer –
  potential dilution
 Municipal Sanitary Sewer –

  potential higher limits
 Infiltration – potential for no

  monitoring except bypass
TRENDS FOR THE FUTURE

 Implications of stormwater permit
  requirements starting to set in
 Development of new technology
  driven by demand
 Pacific NW - leading role in R & D

 Capital and O & M costs will be closely
  analyzed
 Need for guidance on “Reasonable”
Thank You

Neil Alongi, P.E.
nalongi@maulfoster.com
360.694.2691

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Stormwater Treatment - Neil Alongi, Maul Foster Alongi

  • 1. ELEC WASHINGTON STORMWATER CONFERENCE STORMWATER TREATMENT AND TECHNOLOGY Neil Alongi, P.E. – Maul Foster & Alongi February 7, 2011
  • 2. DISCUSSION OVERVIEW  Hierarchal approach to compliance  Large and small site challenges  Characterization  Treatment BMPs: Selection Considerations  Cost of compliance- Reasonably attainable?  Thoughts about the future of Treatment BMPs
  • 3. BMP HIERARCHY APPROACH  Treatment BMPs = Capital + Operational Costs  e.g. Active Treatment  Structural BMPs = Capital costs  e.g. materials isolation  Operational BMPs  e.g. Pavement sweeping
  • 5. TREATMENT BMPs – SITE SIZE  Large site = High volumes and flow rates  Flow attenuation a critical factor  Complexity of contaminants challenging
  • 6. SMALL SITE STORMWATER CHALLENGES  Site space limitation usually results in additional costs to manage & treat  May force facilities underground  Operations personnel may be limited
  • 7. QUANTITY CONTROL  Sites with little available space = underground storage + high rate treatment system  Underground storage = high cost  Shifts costs to high rate treatment systems  Cost balance between these two components
  • 9. CHARACTERIZE FIRST  Like any site, must first characterize contamination and understand goals  Check permit parameters  Check parameters that may impact treatment, e.g. dissolved metals  Internal monitoring  Diverse contamination types  May mean more than one type of treatment to meet permit benchmarks
  • 10. TYPICAL CONTAMINATION  Most problematic contaminant types  Metals, especially dissolved metals  High turbidity from colloidal particles  Chemical Oxygen Demand (COD)  Biological Oxygen Demand (BOD)  Nutrients (Phosphorus, Nitrate, Nitrite)
  • 11. TREATMENT TECHNOLOGIES  PASSIVE EXAMPLES  Created wetland  Bioretention filtration  ACTIVE EXAMPLES  Polymer – enhanced filtration  Cartridge Filtration  Adsorptive Filtration  Electrocoagulation  Multi-stage treatment
  • 12. PASSIVE - CREATED WETLAND  Treatment dependant on detention/travel  Low cost option  TSS, oils/grease, some metals removal  Space intensive
  • 13. PASSIVE - BIORETENTION FILTRATION  Treatment and infiltration  Low cost option  Site and soil conditions critical  Preferred SW management approach
  • 14. BIORETENTION FILTRATION  Treatment and discharge  Biomass retention of pollutants  Natural and manufactured media  Adsorptive filtration media application  e.g., Filterra – Ecology GULD
  • 15. POLYMER-ENHANCED FILTRATION  Most commonly used is chitosan  TSS and turbidity  High treatment capacity
  • 16. Filtration – Cartridge Filters  Mixed media cartridge inside vault  TSS, P, turbidity and some metal  Typical Zn removal efficiency of 45% and 38% for total and dissolved  Typical Cu removal efficiency of 50% and 40% for total and dissolved  Life of cartridge highly dependent on site conditions  e.g. Bayfilter – Ecology Conditional Use
  • 17. Adsorptive Filtration  Reactive media with targeted contaminant removal  May first need pretreatment for pH or to remove larger particles  Media for metals, coliform, nutrients
  • 18. Adsorptive Filtration  Dual media gravity filtration  Adsorptive filtration for metals  Multi-stage treatment available  e.g. StormwateRx
  • 20. ELECTROCOAGULATION  Effective for a variety, but not all, contaminants  High capital, moderate O& M  Metal removal rates around 90%  Treatment train can include pH, settling, filtration  e.g. WaterTectonics, Oil Trap
  • 22. MULTIPLE STAGE TREATMENT  Single-stage advanced treatment is expensive  Multiple stage treatment more so  Multi-stage approach driven by either low effluent limits or a wider variety of contaminants
  • 23. MULTIPLE STAGE TREATMENT  Example of advanced treatment system designs includes  Pre-settling  pH adjustment  Electrocoagulation  Settling  Pressure Sand Filtration  Micron-level cartridge filtration
  • 25. DISPOSAL OPTIONS  Receiving Water Bodies Direct discharge Diffuser outfall for enhanced dilution
  • 26. DISPOSAL OPTIONS  Municipal Storm Sewer – potential dilution  Municipal Sanitary Sewer – potential higher limits  Infiltration – potential for no monitoring except bypass
  • 27. TRENDS FOR THE FUTURE  Implications of stormwater permit requirements starting to set in  Development of new technology driven by demand  Pacific NW - leading role in R & D  Capital and O & M costs will be closely analyzed  Need for guidance on “Reasonable”
  • 28. Thank You Neil Alongi, P.E. nalongi@maulfoster.com 360.694.2691